HomeMy WebLinkAbout8.1 Informational Report on Accessory Dwelling Unit Prototype Plans and Manual and Potential Fee Reductions andor WaiversSTAFF REPORT
CITY COUNCIL
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Agenda Item 8.1
DATE:September 7, 2021
TO:Honorable Mayor and City Councilmembers
FROM:Linda Smith, City Manager
SUBJECT:Informational Report on Accessory Dwelling Unit Prototype Plans and Manual and Potential Fee Reductions and/or WaiversPrepared by:Michael P. Cass, Principal Planner
EXECUTIVE SUMMARY:The City Council will receive an informational report on the Accessory Dwelling Unit (ADU) Prototype Plans and Manual, and potential permit fee reductions and/or waivers to facilitate the production of ADUs throughout the community.
STAFF RECOMMENDATION:Receive report on the ADU Prototype Plans and Manual and provide direction to Staff on potential fee waivers to facilitate the production of ADUs.
FINANCIAL IMPACT:The costs associated with preparation of the ADU Prototype Plans and Manual are funded by a Senate Bill 2 grant. If the City Council decides to reduce and/or waive certain permit or impact fees, then there will be an impact on the General Fund and potentially the Capital Improvement Program budget.
DESCRIPTION:The City Council’s Strategic Plan includes an objective to facilitate the production of accessory dwelling units (ADUs) throughout the community. In June 2020, the City Council approved a consulting services agreement with RRM Design Group to prepare the ADU Prototype Plans and Manual to help facilitate the construction of ADUs and eliminate the cost and time for homeowners to prepare their own plans. Accessory Dwelling Unit Prototype PlansStaff is working with RRM Design Group, an architectural consulting firm, to prepare “permitready” ADU prototype plans. There will be eight different plans, including five ADUs designed to be either attached or detached ADUs and three plans for converting a garage to an ADU. The
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prototype plans include studio, one-bedroom, and two-bedroom ADUs that range in size from 180 to 973 square feet. The ADUs will each be available in three different architectural styles: Spanish, Traditional, and Modern; however, the exterior colors, materials, and architectural style of attached ADUs will be required to match the primary residence. Figure 1 below provides example renderings of a detached ADU in the three architectural styles.Figure 1: ADU Prototype Renderings
“Permit ready” plans, which are ADU floor plans, elevations, electrical and plumbing plans, structural calculations, and preliminary energy calculations that have been reviewed for compliance with all required building codes, will be provided by the City to homeowners at no charge. The homeowner will still be responsible for preparing site-specific plans, such as a site plan and geotechnical report. The ADU prototype plans will also be designed with some ability for customization, such as selecting a window or door in a particular location. Figure 2 belowprovides an example floor plan with notes about potential customization options.Figure 2: ADU Prototype Floor Plans
To limit the construction costs of ADUs, the prototype plans are designed with a simple design. Refer to Attachments 1 and 2 for example draft ADU prototype plans.
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Accessory Dwelling Unit ManualTo supplement the prototype plans, Staff and RRM are preparing an ADU Manual, which is a how-to guide for ADUs. The Manual is designed for homeowners who are not familiar with the development process. Contents of the ADU Manual include: an explanation about ADUs, process timelines, design concepts, summary of building codes and zoning standards, cost considerations, the permitting process, definitions, and resources. Figure 3 below shows excerpts of the ADU Manual:Figure 3: ADU Manual Excerpts
Cost Savings to Facilitate ADUsThe construction of an ADU includes both soft costs and hard costs. Soft costs include, but are not limited to, financing and interest, architectural/design services, structural engineering services, soils engineering services, energy documents, permitting fees, impact fees, and utility connectionand capacity fees. Hard costs include, but are not limited to, demolition, site preparation, materials, labor, and landscaping.The prototype plans will reduce the soft costs and save homeowners approximately $15,000 inarchitectural/design services, structural engineering services, and energy document preparation, as well as time. These plans have been reviewed by the Building and Safety Division to ensure compliance with building code requirements, which will reduce review time and associated costs.To further assist in reducing the soft costs associated with building an ADU, the City could consider reducing and/or waiving permit fees. Table 1 below provides a summary of current permit fees for ADUs.Table 1: Current Permit Fees for ADUsPermittingFee Description Fee AmountPermit Application Fee Based on Valuation of ProjectBuilding Permit Fee Based on Valuation of ProjectFire -Plan Check $307.00 per unitPlanning –Plan Check $147.00 per unitPublic Works –Plan Check $616.00 per unitC & D Compliance Fee $229.00 per unit
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California Strong Motion Instrumentation Program (SMIP) Surcharge –Residential $0.13 per $1,000California Green Building Valuation Surcharge $1.00 for each $25,000 or fraction thereofZone 7 Impervious Square Feet $1.00 per square foot of new impervious surfacesFor illustrative purposes, Table 2 below provides examples of the permit fee totals for ADUs of different sizes based on estimated valuation.Table 2: Example Permit Fee Totals for ADUsScope of Work Fee Amount400-Square-Foot Garage Conversion $2,930.71400-Square-Foot Detached ADU $3,509.27700-Square-Foot Detached ADU $4,837.47850-Square-Foot Detached ADU $5,393.57To reduce these costs, the City Council could consider reducing or waiving these fees, except for the State surcharges for SMIP and Green Building Fees, and the Zone 7 fees, which may not be adjusted. The C & D Compliance Fee could be waived if a homeowner/contractor agrees to use AVI for handling construction and demolition debris, rather than private waste haulers. Staff recommends that the City Council consider waiving permit fees through January 1, 2025 (concurrent with State law regarding impact fees as further discussed below), for ADUs less than 750 square feet and ADUs 750 square feet or larger that are deed restricted as lower-income units. This would incentivize ADU construction, particularly smaller ADUs, and assist the City in meeting its Regional Housing Needs Allocation (RHNA) for lower-income units.Impact fees are fees that are imposed by the City on a development project to pay for all or a portion of the costs of providing particular public services. Per State law, effective January 1, 2020,through January 1, 2025, ADUs less than 750 square feet are not subject to impact fees and ADUs 750 square feet or larger are subject to impact fees proportional to the primary dwelling unit.Table 3 below provides a summary of impacts fees for ADUs 750 square feet or larger.Table 3: Impact Fees for ADUs 750 Square Feet or LargerImpact Fee Description Fee Amount1Public Facility Impact Fee $16,832.00Fire Impact Fee $123.00Traffic Impact FeeEastern Dublin (outside Transit Center)Eastern Dublin (inside Transit Center)Western DublinDublin Crossing
$7,572.00$5,385.00$3,384.00$5,685.00Eastern Dublin Freeway Interchange Fee (City of $216.99
1 The impact fees are the fee included in Table 3 or the proportional calculation when compared to the primary dwelling unit, whichever is less.
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Pleasanton)Eastern Dublin Noise Mitigation Fee $2.85$20,558.84 -$24,746.84In surveying other Tri-Valley cities, the City of Pleasanton, in January 2021, reduced their Capital Facility Fee and Transportation Development Fees by 75% for ADUs 750-1,000 square feet and by 50% for ADUs over 1,000 square feet. Livermore, San Ramon, and Danville have not implemented any impact fee reductions. Tri-Valley cities have not reduced their permitting fees, except for Danville which passes on a savings to homeowners of approximately $1,000 to $1,500 via the use of their ADU prototype plans. In addition, the County of San Diego waived all permitting fees and impact fees for five years, which expires in 2024. The City of Vista and the County of Marin waived impact fees for deed-restricted affordable ADUs. Reductions or waivers to impact fees requires thepreparation of an updated impact fee study to assess how the reduced fee could impact particular public services. The City plans to conduct impact fee studies on the Public Facility Impact Fee and Traffic Impact Fees in the next one to two years, where the City will evaluate potential reductions to the aforementioned fees for ADUs.In addition to City impact fees, applicants are required to pay connection fees and capacity charges to the Dublin San Ramon Services District (DSRSD). Connection fees and capacity charges are one-time fees assessed on the customer that reflect the reasonable cost of water and sewer service and maintenance. The fees for ADUs are $10.35 per square foot over 150 square feet, not including existing square footage that is converted to an ADU. Additionally, DSRSD’s plan review fee is $465. Proposition 26 prohibits subsidizing connection and capacity fees of any kind. There also are fees associated with installing a water meter. Homeowners may reduce the cost of building an ADU by not installing a separate water meter. The smallest-sized meter available is 5/8-inch, which costs$13,963 for DSRSD plus $29,440 for Zone 7, totaling $43,403.The Dublin Unified School District charges School Impact Fees of $6.03 per square foot forresidential development. Per State law, the fee is waived for ADUs less than 750 square feet. The School District adjusts the fee annually based on a five-year student enrollment projection and facility needs. Staff is seeking feedback and direction from the City Council on the proposed permit fee waivers. Following the meeting, Staff will work with RRM to refine and finalize the prototype plans and Manual and return with a resolution to amend the Master Fee Schedule accordingly.
STRATEGIC PLAN INITIATIVE:Strategy 3: Create more affordable housing opportunities.Objective C: Facilitate the production of accessory dwelling units throughout the community.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:The City Council Agenda was posted.
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ATTACHMENTS:1) Example Draft ADU Prototype Plan - Detached2) Example Draft ADU Prototype Plan – Garage Conversion
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20101A1011SIM1NORTH ARROWLEVEL DESIGNATIONDOOR TAGWINDOW TAGGRID REFERENCESECTION REFERENCEVIEW SHEET LOCATIONREFERENCE SHEET LOCATIONVIEW NUMBERSCALEVIEW TITLELEVEL ELEVATIONBUILDING ELEVATIONDETAIL REFERENCECENTER LINEREVISIONView Name1/8" = 1'-0"A-1.01 A-2.02200Name0' -0"A1011SIMPROVIDED BY OWNER:SHEET INDEXABBREVIATIONSAGENCIES AND UTILITIESPROJECT DIRECTORYGENERAL NOTESADDRESS:PHONE:FAX:CONTACT:EMAIL:CLIENT:ADDRESS:PHONE:FAX:CONTACT:EMAIL:RRM DESIGN GROUP3765 S. HIGUERA STREET, SUITE 102SAN LUIS OBISPO, CA 93401(805) 543-1794(805) 543-4609SCOTT MARTINSAMARTIN@RRMDESIGN.COMARCHITECT (PROTOTYPE):ADDRESS:PHONE:FAX:CONTACT:EMAIL:RRM DESIGN GROUP3675 S. HIGUERA STREET, SUITE 102SAN LUIS OBISPO, CA 93401(805) 543-1794(805) 543-4609JESSICA MEADOWSJMMEADOWS@RRMDESIGN.COMSTRUCTURAL ENGINEER:VICINITY MAPSYMBOLSPROJECT SCOPEADDRESS:PHONE:FAX:CONTACT:EMAIL:WATER SERVICE:ADDRESS:PHONE:FAX:CONTACT:EMAIL:ELECTRICAL SERVICE:ADDRESS:PHONE:FAX:CONTACT:EMAIL:GAS SERVICE:ADDRESS:PHONE:FAX:CONTACT:EMAIL:CIVIL ENGINEER (IF APPLICABLE):ADDRESS:PHONE:FAX:CONTACT:EMAIL:LANDSCAPE ARCHITECT (IF APPLICABLE):ADDRESS:PHONE:FAX:CONTACT:EMAIL:TELEPHONE SERVICE:ADDRESS:PHONE:FAX:CONTACT:EMAIL:SEWER SERVICE:PLYWD PLYWOODPR PAIRPT PAINTPTD PAINTEDR RISERRAD RADIUSRCP REFLECTED CEILINGPLANRD ROOF DRAINRE REFERREF REFRIGERATORREINF REINFORCEDREQD REQUIREDRESIL RESILIENTRM ROOMRO ROUGH OPENINGRTU ROOF TOP UNIT (MECH)SSOUTHSAFB SOUND ATTENUATIONFIBER BATTSC SCUPPERSCHED SCHEDULESEAL SEALANTSECT SECTIONSF SQUARE FOOTSHT SHEETSIM SIMILARSPEC SPECIFICATIONSQ SQURESS STAINLESS STEELSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURALSUSP SUPSPENDEDSYM SYMMMETRICALT TREADT&G TONGUE & GROOVETEL TELEPHONETER TERRAZZOTHK THICKTHR THRESHOLDTO TOP OFTYP TYPICALUC UNDERCUTUNFIN UNFINISHEDUNO ULNESS NOTEDOTHERWISEUON UNLESS OTHERWISENOTEDUTIL UTILITYVCT VINYL COMPOSITIONTILEVERT VERTICALVIF VERIFY IN FIELDVTR VENT TERMINATIONPIPEVWC VINYL WALL COVERINGW WESTW/ WITHW/O WITHOUTWC WATERCLOSETWIN WINDOWWP WATERPROOFWS WETSTACKWSCT WAINSCOTWT WEIGHTFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHERPANELFG FINISH GROUPFH FIRE HYDRANTFHC FIRE HOSE CABINETFIN FINISHFLR FLOORFLUOR FLOURESCENTFT FOOT OR FEETFUR FURRINGGAL GALLONGALV GALVANIZEDGB GRAB BARGC GENERALCONTRACTORGL GLASSGND GROUNDGWB GYPSUM BOARDGYP GYPSUMH.W.H. HOT WATER HEATERHDWD HARDWOODHDWR HARDWAREHM HOLLOW METALHORIZ HORIZONTALHR HOURHT HEIGHTID INNER DIAMETERINCAN INCANDESCENTINSUL INSULATIONINT INTERIORJAN JANITORJST JOISTJT JOINTLAM LAMINATELAV LAVATORYLB(S) POUNDSLDG LANDINGLT LIGHTMAX MAXIMUMMECH MECHANICALMEMB MEMBRANEMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTEDMTL METALNNORTHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEO.P. OVERFLOW PIPEOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROFF OFFICEOH OPPOSITE HANDOPG OPENINGOPP OPPOSITEPART PARTITIONPERM PERIMETERPG PAINT GRADEPLAM PLASTIC LAMINATEPLAS PLASTERABV ABOVEACOUS ACOUSTICALACT ACOUSTICAL CEILINGTILEAD AREA DRAINADJ ADJUSTABLEAFF ABOVE FINISH FLOORALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATEARCH ARCHITECTB.O. BOTTOM OFBALC BALCONYBD BOARDBET BETWEENBLDG BUILDNGBLKG BLOCKINGBLW BELOWBM BEAMBOT BOTTOMBRKT BRACKETBULKHD BULKHEADBUR BUILT UP ROOFC.G. CORNER GUARDCAB CABINETCALK CAULKINGCEM CEMENTCER CERAMICCJ CONTROL JOINTCLG CEILINGCLOS CLOSETCLR CLEARCO CASED OPENINGCOL COLUMNCONC CONCRETECONT CONTINUOUSCPT CARPETCT CERAMIC TILECTR CENTERDBL DOUBLEDET DETAILDIA DIAMETERDIM DIMENSIONDN DOWNDR DOORDS DOWN SPOUTDW DISHWASHERDWG DRAWINGE EASTEA EACHEIFS EXTERIOR INSULATION& FINISH SYSTEMELEC ELECTRICELEV ELEVATIONEMER EMERGENCYENCL ENCLOSUREEOS EDGE OF SLABEQ EQUALEQUIP EQUIPMENTETR EXISTING TO REMAINEW EACH WAYEXP. JT. EXPANSION JOINTEXST EXISTINGF.O. FACE OFFA FIRE ALARMFAP FIRE ANNUNCIATORPANELADDRESS:PHONE:FAX:CONTACT:EMAIL:BUILDING DEPARTMENT:ADDRESS:PHONE:FAX:CONTACT:EMAIL:PLANNING DEPARTMENT:ADDRESS:PHONE:FAX:CONTACT:EMAIL:GARBAGE SERVICE:PROTOTYPE ACCESSORY DWELLING UNIT CITY OF DUBLIN, CA1. APPLICABLE CODES AND STANDARDS:1.1. 2019 CALIFORNIA BUILDING CODE AND ITS APPENDICES AND STANDARDS.1.2. 2019 CALIFORNIA PLUMBING CODE AND ITS APPENDICES AND STANDARDS.1.3. 2019 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND STANDARDS.1.4. 2019 CALIFORNIA FIRE CODE AND ITS APPENDICES AND STANDARDS.1.5. 2019 CALIFORNIA ELECTRICAL CODE AND ITS APPENDICES AND STANDARDS.1.6. 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS.1.7 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE AND ITS APPENDICESAND STANDARDS.1.8 CURRENT CITY OF DUBLIN, CA MUNICIPAL CODE.2. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE, EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANYDISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGETHE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHTTO THE ARCHITECT’S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THEWORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARERESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, HE/SHE SHALL BEPROCEEDING AT HIS/HER OWN RISK.4. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE ORPROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVERSMALLER SCALE DRAWINGS.5. IN THE EVENT OF THE UNFORESEEN ENCOUNTER OF MATERIALS SUSPECTEDTO BE OF AN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, ALLGRADING AND EXCAVATION SHALL CEASE IN THE IMMEDIATE AREA AND THETHE CONTRACTOR SHALL NOTIFY THE OWNER. THE FIND SHALL BE LEFTUNTOUCHED UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST ORPALEONTOLOGIST IS MADE.6. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESEDOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS.7. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESSREQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALLCOMPLY WITH ALL LOCAL ORDINANCES.8. FIRE SPRINKLER SHOP DRAWINGS & CALCULATIONS SHALL BE SUBMITTED TOBUILDING DEPT. & APPROVED BY FIRE DEPT. PRIOR TO INSTALLATION.9. SHOP WELDS MUST BE PERFORMED BY A LICENSED FABRICATOR'S SHOP.11. THE FOLLOWING ITEMS SHOWN ON THE DRAWINGS ARE OWNER PROVIDED,OWNER INSTALLED. UTILITIES PROVIDED FOR THESE ITEMS WILL BEPROVIDED BY THE CONTRACTOR. CONTRACTOR TO COORDINATEINSTALLATION WITH OWNER.11.1. TV/DVD SYSTEMS11.2 ICE MACHINE11.3 VENDING MACHINE11.4 REFRIGERATOR11.5 MICROWAVE12. OSHA PERMITS REQUIRED FOR VERTICAL CUTS 5' OR OVER.13. CONTRACTOR TO PROVIDE COMPLETE DETAILS OF ENGINEERED TEMPORARYSHORING OR SLOT CUTTING PROCEDURES ON PLANS. CALL FOR INSPECTIONBEFORE EXCAVATION BEGINS.14. THE SOILS ENGINEER IS TO APPROVE THE KEY OR BOTTOM AND LEAVE ACERTIFICATE ON THE SITE FOR THE GRADING INSPECTOR. THE GRADINGINSPECTOR IS TO BE NOTIFIED BEFORE ANY GRADING BEGINS, AND FORBOTTOM INSPECTION, BEFORE FILL IS PLACED. FILL MAY NOT BE PLACEDWITHOUT APPROVAL OF THE GRADING INSPECTOR.15 CONTRACTOR TO REVIEW CALIFORNIA GREEN CODE REQUIREMENTS FORCONTRACTOR REQUIREMENTS.16 A SEPARATE OFFICER, ACCESS EASEMENT/AGREEMENT, AND/ORRECIPROCAL ACCESS EASEMENT/AGREEMENT MAY BE REQUIRED TO INSURETHAT THE PROPOSED PRIVATE ACCESS ROADWAY WILL REMAIN OPEN TOTHROUGH TRAFFIC AND EMERGENCY VEHICLES PRIOR TO FINAL OF BUILDINGPERMIT.17 PROVIDE FIRE ALARM SYSTEM. FIRE ALARM SYSTEM SHALL ACTIVATE UPONFIRE SPRINKLER SYSTEM OPERATION12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:32 PM7,7/(6+((7678',2352727<3($'8&,7<2)'8%/,1&$85 *60%: 60&'352727<3( ,1,7,$/68%0,77$/ZONING INFORMATIONSITE INFORMATIONCITY OF DUBLIN TO PROVIDE THE FOLLOWING INFORMATION:ZONING:OVERLAY:ALLOWABLE BUILDING HEIGHT:LOT SIZE:HABITABLE sQUARE FOOTAGEEXISTING HABITABLE SQUARE FOOTAGE:PROPOSED HABITABLE SQUARE FOOTAGE:FAR (FLOOR AREA RATIO)EXISTING FAR:MAX ALLOWABLE FAR:PROPOSED FAR:LOT COVERAGEEXISTING LOT COVERAGE:ALLOWABLE LOT COVERAGE:PROPOSED LOT COVERAGE:LOT SLOPE:SETBACKS:FRONT:REAR:SIDE:PARKING REQEXISTING COVERED SPACES:EXISTING UNCOVERED SPACES:REQUIRED PARKING:COVERED:UNCOVERED:PROPOSED TOTAL SPACES:COVERED: UNCOVERED:OWNER TO PROVIDE THE FOLLOWING INFORMATION:LEGAL DESCRIPTION:APN #:1: STUDIOG101.1 TITLE SHEET-STUDIOG-102 GENERAL NOTESG-103 CAL GREEN REQUIREMENTSG-104 CAL GREEN REQUIREMENTSAS101 ARCHITECTURAL SITE PLANA1-100 PERSPECTIVESA1-101 FLOOR PLAN & RCPA1-111 MECHANICAL AND ELECTRICAL PLANSA1-121 ROOF PLANSA1-201 EXTERIOR ELEVATIONS & BUILDING SECTIONA1-202 EXTERIOR ELEVATIONS & BUILDING SECTIONA1-203 EXTERIOR ELEVATIONS & BUILDING SECTIONAD-901 ARCHITECTURAL DETAILS-DOORS & WINDOWSAD-902 ARCHITECTURAL DETAILS-ASSEMBLY & EXTERIORAD-903 ARCHITECTURAL DETAILS-ROOFAD-904 ARCHITECTURAL DETAILSAD-905 ARCHITECTURAL DETAILS-OPTIONALS1-101 SHEET INDEX, ABBREVIATIONS & SYMBOLSS1-102 GENERAL NOTESS1-103 GENERAL NOTESS1-104 SPECIAL INSPECTIONS & TESTSS1-201 FOUNDATION & ROOF FRAMING PLAN-MODERNS1-202 FOUNDATION & ROOF FRAMING PLAN- SPANISH &TRADITIONALS1-301 TYPICAL CONCRETE DETAILSS1-311 CONCRETE DETAILSS1-312 CONCRETE DETAILSS1-401 TYPICAL WOOD DETAILSS1-402 TYPICAL WOOD DETAILSS1-403 TYPICAL WOOD DETAILSS1-404 TYPICAL WOOD DETAILSS1-405 TYPICAL WOOD DETAILSS1-406 ROOF FRAMING DETAILSGrand total: 32PROTOTYPE PLANS PREPAREDBY:ADDRESS:PHONE:FAX:CONTACT:EMAIL:ARCHITECT (MODIFICATION TO PROTOTYPE):STRUCTURAL DESIGN INFO2. STRUCTURAL-FLOOR LIVE LOADSOCCUPANCY OR USEUNIFORM(PSF)CONC(LBS)REFERENCERESIDENTIALONE- AND TWO-FAMILY DWELLING UNITSUNIHABITABLE ATTICS WITHOUT STORAGE 10 - 2019 CBCTABLE 1607.1UNINHABITABLE ATTICS WITH STORAGE 20 - 2019 CBCTABLE 1607.1HABITABLE ATTICS AND SLEEPING AREAS 30 - 2019 CBCTABLE 1607.1ALL OTHER AREAS 40 - 2019 CBCTABLE 1607.13. STRUCTURAL ROOF LIVE LOADS3 OCCUPANCY OR USE3UNIFORM(PSF)3 CONC(LBS)3 REFERENCEROOFORDINARY FLAT, PITCHED AND CURVEDROOFS (THAT ARE NOT OCCUPIABLE)20 - 2019 CBCTABLE 1607.15. WIND DESIGN DATA5 PARAMETER 5 VALUE 5 REFERENCEULTIMATE DESIGN WIND SPEED (3-SEC GUST) Vult = 92 MPH 2019 BCB FIG.1609.3NOMINAL DESIGN WIND SPEED (3-SEC GUST) Vasd = 70 MPH 2019 CBC 1609.3.1EXPOSURE CATEGORY C 2019 CBC 1609.4.3INTERNAL PRESSURE COEFFICIENT GCpi = +/-0.18 ASCE 7-16 TABLE26.13-14. ROOF SNOW LOADS4 PARAMETER 4 VALUE 4 REFERENCEGROUND SNOW LOAD Pg = 0 PSF ASCE 7-16 7.26. EARTHQUAKE DESIGN DATA (2019 CBC SECTION 1603.1.5)PARAMETER VALUE REFERENCERISK CATEGORY II 2019 CBC TABLE1604.5SEISMIC IMPORTANCE FACTOR I = 1.0 ASCE 7-16 TABLE1.5-2MAPPED SPECTRAL RESPONSEACCELERATIONSSs = 2.125 MAX 2019 CBC 1613.2.1S1 = 0.840 MAX 2019 CBC 1613.2.1SITE CLASS D (DEFAULT) 2019 CBC 1613.2.2SPECTRAL RESPONSE COEFFICIENTS S ds = 1.70 MAX 2019 CBC 1613.2.4S d1 = 0.952 MAX 2019 CBC 1613.2.47. BUILDING PARAMETERSPARAMETER VALUE REFERENCESEISMIC DESIGN CATEGORY SDC = D 2019 CBC1613.2.5BASIC SEISMIC FORCE RESISTING SYSTEM LIGHT FRAMED(WD) WALLSSHEATHED WITHWD STRUCTURALPANELS RATEDFOR SHEARRESISTANCEASCE 7-16 TABLE12.2-1RESPONSE MODIFICATION FACTOR R = 6 1/2 ASCE 7-16 TABLE12.2-1SYSTEM OVERSTRENGTH FACTOR omega = 3 ASCE 7-16 TABLE12.2-1DEFLECTION AMPLIFICATION FACTOR Cd = 4 ASCE 7-16 TABLE12.2-1SEISMIC RESPONSE COEFFICIENTS Cs = 0.262 ASCE 7-1612.8.1.1ANALYSIS PROCEDURE USED EQUIVALENTLATERAL FORCEPROCEDUREASCE 7-16 12.81. DEAD LOAD PARAMETERSMATERIAL MAX ALLOWABLE WEIGHT (PSF)ROOFING 20 PSF FOR CLAY TILE WITH MORTAR, 36 PSF TOTALWEIGHTEXTERIOR WALL FINISH 9 PSF FOR 7/8" STUCCO, 16.5 PSF TOTAL WEIGHTNEW CONSTRUCTION OF A DETACHED 384 SF ACCESSORY DWELLING UNIT (ADU).$WWDFKPHQWDRAFTRRARAAAGENCIES AND UTILITIESCIES AND UTILAAFTAFTTPROJECT SCOPEPROJECRADDRESS:RPHONERRRCRRERACIVIL ENGINEER (IF ARADDRESS:RPRRFRCRREABUILDRPLANNING DEPARTMENTNT OF THE UNFORESEEN ENCOUNTER OF MATERIALS SUSPECTEDNT OF THE UNFORESEEN ENCOUNTEN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, ALLN ARCHAEOLOGICAL OR PALEONTOLOGICAND EXCAVATION SHALL CEASE IN THE IMMEDIATE AREA AND THEND EXCAVATION SHALL CEASE IN THE IMMEDIACTOR SHALL NOTIFY THE OWNER. THE FIND SHALL BE LEFTACTOR SHALL NOTIFY THE OWNER. THE FIND SHD UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST ORD UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOOGIST IS MADE.OGIST IS OR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESEOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH S INCLUDING ALL CONTRACT REQUIREMENTS.S INCLUDING ALL CONTRACT REQUIREMENTS.ANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESSANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESSNTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALLNTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS STH ALL LOCAL ORDINANCES.TH ALL LOKLER SHOP DRAWINGS & CALCULATIONS SHALL BE SUBMITTED TOKLER SHOP DRAWINGS & CALCULATIONS SHALL BE SUBMEPT. & APPROVED BY FIRE DEPT. PRIOR TO INSTALLATION.EPT. & APPROVED BY FIRE DEPT. PRIOR TO INSTALLATIONS MUST BE PERFORMED BY A LICENSED FABRICATOR'S SHOP.S MUST BE PERFORMED BY A LICENSED FABRICATOR'S SWING ITEMS SHOWN ON THE DRAWINGS ARE OWNER PROVIDED,WING ITEMS SHOWN ON THE DRAWINGS ARE OWNER PROTALLED. UTILITIES PROVIDED FOR THESE ITEMS WILL BETALLED. UTILITIES PROVIDED FOR THESE ITEMS WILL BEY THE CONTRACTOR. CONTRACTOR TO COORDINATEY THE CONTRACTOR. CONTRACTOR TO COORDINATEON WITH OWNER.ON WITH OTEMSTEMSEEACHINEACHINETORTOREEITS REQUIRED FOR VERTICAL CUTS 5' OR OVER.ITS REQUIRED FOR VERTICAL CUTS 5' S1-101SHEET INDEX, ABBREVIATIONS & SYMBOLSSHEET INDEX, ABBREVIATIONS & SYMBOLSS1-102GENERAL NOTESGENERAL NOTESS1-103GENERAL NOTESGENERAL NOTESS1-104SPECIAL INSPECTIONS & TESTSSPS1-201FOUNDATION & ROOF FRAMING PLAN-MODERNFOS1-202FOUNDATION & ROOF FRAMING PLAN- SPANISH &FOTRADITIONALTRS1-301TYPICAL CONCRETE DETAILSTYS1-311CONCRETE DETAILSCOS1-312CONCRETE DETAILSCONCRETE DETAILSS1-401TYPICAL WOOD DETAILSTYPICAL WOOD DETAILSS1-402TYPICAL WOOD DETAILSTYPICAL WOOD DETAILSS1-403TYPICAL WOOD DETAILSTYS1-404TYPICAL WOOD DETAILSTYS1-405TYPICAL WOOD DETAILSTYS1-406ROOF FRAMING DETAILSROGrand total: 32TTTTTHABITABLALL OTHEALL OTHETTTTTTTTTTROOFORDINARYROOFS (THTTTTTTTTTTGROUND SAFTNEW CONSTRUCTION OF A DETACHED 384 SF ACCESSORY DWELLING UNIT (AD84
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65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:32 PM*(1(5$/127(6352727<3($'8&,7<2)'8%/,1&$85 *60%: 60&'352727<3( ,1,7,$/68%0,77$/FLOOR PLAN NOTES ELECTRICAL NOTES MECHANICAL NOTES TITLE 24 COMPLIANCESOLAR READY NOTESPLUMBING NOTES1. CONFORM WITH CURRENT ADOPTED CRC, CMC, SMACCNA, NFPA AND LOCALREQUIREMENTS.2. DUCTWORK: SMACCNA "LOW VELOCITY DUCT CONSTRUCTION" NFPA STANDARD #90A. ALL TRANSVERSE DUCT PLENUM AND FITTING JOINTSSHALL BE SEALED WITH PRESSURE SENSITIVE NON-CLOTH TAPE MEETINGTHE REQUIREMENTS OF UL181, 181A, OR 181B, OR MASTIC TO PREVENT AIRLOSS. DUCTS SHALL BE INSULATED AS REQUIRED BY THE UMC. SEE FLOORPLAN FOR F.A.U. AND FIREPLACES. DUCTS PENETRATING A WALL ORFLOOR-CEILING BETWEEN GARAGE & DWELLING TO BE MINIMUM 26 GAUGEMETAL WITHOUT OPENING IN GARAGE. FIRE DAMPER REQUIREDOTHERWISE.3. GRILLES AND REGISTERS, DIFFUSERS, ETC: SUBJECT TO OWNERSAPPROVAL. "CARNES" OR EQUAL FANS: DIRECTLY VENTED TO OUTSIDE,BACK DRAFT DAMPERS ARE REQUIRED (PER TABLE 2-53V, TITLE 24 C.A.C.).4. THE RETURN AIR PLENUM SERVING THE MECHANICAL EQUIPMENT MUST BEFULLY DUCTED FROM THE EQUIPMENT TO THE CONDITIONED SPACE. DROPCEILINGS, WALL CAVITIES AND EQUIPMENT PLATFORMS MAY NOT BE USEDAS PLENUMS.5. PROVIDE COMBUSTION AIR OPENINGS WITHIN 12" OF THE FLOOR ANDCEILING FOR GAS BURNING EQUIPMENT, DIRECT TO OUTSIDE. HEIGHT TOCOMBUSTIBLE MATERIAL ABOVE KITCHEN RANGES: 30" -UNPROTECTED, 24"-PROTECTED.6. LAUNDRY DRYER VENT TO EXTERIOR TO BE 14 FEET MAXIMUM, LESS 2 FEETPER 90 DEGREE TURN PER CMC 504.3.2.2. IF VENT IS OVER 14' AN APPROVEDPOWER ASSISTED DEVICE.7. BATHS: PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR MASTER BATH: 2SONES MAXIMUM OTHER BATHS & LAUNDRY: 3 SONES MAXIMUM.8. BATHROOM EXHAUST FANS (BATHROOM APPLIES TO ROOMS CONTAININGBATHTUB, SHOWER, SPA OR SIMILAR SOURCE OF MOISTURE) WHICHEXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THEFOLLOWING:a. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TOTERMINATE OUTSIDE THE BUILDING MIN 3' FROM OPENINGS.b. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSEVENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT. (2016 CBC SEC. 4.506.1)9. EXHAUST FANS SHALL PROVIDE 5 AIR CHANGES PER HOUR (50 CFM MIN.).10. PER CGBC 4.506.1-BATHROOM EXHAUST FANS. EACH BATHROOM SHALL BEMECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING: 1.FANS SHALL BE ENERY STAR COMPLIANT AND BE DUCTED TO TERMINATEOUTSIDE THE BUILDING. 2. UNLESS FUNCTIONING AS A COMPONENT OF AWHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY AHUMIDITY CONTROL. A. HUMIDITY CONTROLS SHALL BE CAPABLE OFADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF </= 50 PERCENT TO A MAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. B. A HUMIDITY CONTROL MAY BE ASEPARATE COMPONENT TO EXHAUST FAN AND IS NOT REQUIRED TO BEINTEGRAL(I.E. BUILT IN)11. PER CEnC 150(m) PORTIONS OF SUPPLY-AIR AND RETURN-AIR DUCTS ANDPLENUMS SHALL BE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-4.3(OR ANY LEVEL HIGHER LEVEL REQUIRED BY CMC SECTION 605) OR BE ENCLOSED ENTIRELY IN CONDITIONED SPACE.1. CONFORM WITH CURRENT CPC AND LOCAL REQUIREMENTS.2. PIPING:a. DOMESTIC WATER (WITHIN BUILDING): COPPER OR PEX PIPE OR APPROVED EQUAL.b. GAS, EXPOSED TO WEATHER: GALVANIZEDc. AIR CHAMBERS: 12" LONG CAPPED NIPPLE AT END OF EACH BRANCH TO EACH FIXTURE.d. DIELECTRIC UNIONS "F.P.C.O." REQUIREMENT AT ALL DISSIMILAR MATERIAL CONNECTIONS.e. WHEN "OPTIONAL" SOFT-WATER LOOP INTALLED, PROVIDE WITH 2 GATE VALVES.3. WATER SERVICE PIPE SHALL BE PER CIVIL PLANS OR AS REQUIRED BY THEJURISDICTION4. WATER METER: 1" U.O.N. (REFER SIZE W/FIRE SPRINKLER PLANS)5. SHOWER HEADS AND FAUCETS: CEC CERTIFIED.6. PIPE INSULATION: REFER TO TITLE 24-MANDATORY MEASURES -"SPACECONDITIONING, WATER HEATING & PLUMBING SYSTEM MEASURES"7. STRAPS AND HANGERS: PROVIDE AS NECESSARY TO INSURE A STABLE8. INSTALLATION.SEE TITLE-24 FOR WATER HEATER REQUIREMENTS.9. ALL HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE APPROVEDBACK FLOW PREVENTION DEVICES.10. PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS(FAUCETS AND SHOWERHEADS) SHALL MEET THE STANDARDS REFERENCED IN CALGREEN TABLE 4.303.3.11. WATER HEATER SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURERELIEF VALVE. PER [505.4,505.5 CPC] THE RELIEF VALVE SHALL BE PROVIDEDWITH A DRAIN LINE WHICH EXTENDS FROM THE VALVES TO THE OUTSIDE OFTHE BUILDING. PER [608.5 CPC]12. PER CPC 603.4.7 OUTLETS WITH HOSE ATTATCHMENTS. POTABLE WATEROUTLETS WITH HOSE ATTACHMENTS, OTHER THAN WATER HEATER DRAINS,BOILER DRAINS, AND CLOTHES WASHER CONNECTIONS, SHALL BEPROTECTED BY A NONREMOVABLE HOSE BIBB TYPE BACKFLOW PREVENTER, A NONREMOVABLE HOSE BIBB TYPE VACUMM BREAKER, OR BY AN ATMOSPHERE VACUUM BREAKER INSTALLED NOT LESS THAN 6 INCHESABOVE THE HIGHEST POINT OF USAGE LOCATED ON THE DISCHARGE SIDEOF THE LAST VALVE. IN CLIMATES WHERE FREEZING TEMPERATURESOCCUR, A LISTED SELF DRAINING FROST-PROOF HOSE BIBB WITH AN INTEGRAL BACKFLOW PREVENTER OR VACUUM BREAKER SHALL BE USED.1. CONFORM WITH CURRENT CEC, NFPA, MFR'S, AND LOCAL REQUIREMENTS.2. ELECTRICAL SYSTEM GROUND TO BE PROVIDED PER NEC ARTICLE 250-81.3. ALL MATERIALS TO BE U.L. LABELED.4. METER: "SQUARE D", 120 VOLT/ 240 VOLT, 1 AND 3 WIRE GROUND OR EQUAL.5. MAIN PANEL: FLUSH MOUNT, 30" CLEARANCE. 200 AMP SIZED TO PROVIDE FOUR FULL SIZE SPARE CIRCUIT SPACES FOR FUTURE EXPANSION.6. CONDUCTORS: TW, THW, COPPER, MINIMUM 14 AT LIGHTING, 12 AT OTHER CIRCUITS.7. LAMPS: FOR GENERAL LIGHTING IN KITCHENS AND BATH SHALL HAVE AN EFFICIENCY OF NOT LESS THAN 40 LUMENS/ WATT. ALL SOCKETS FILLED WITH HIGH EFFICACY AND MUST MEET REQUIREMENTS IN TABLE 150.0-A. PER CEnC 150.0 (k)1A : SOFT-WHITE, RS, SOUND RATING "A", 40 WATT (U.O.N.).8. ALL ELECTRICAL OUTLETS INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, CRAWL SPACES, OUTDOORS, KITCHEN COUNTERS, AND AT WET BAR SINKS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION IN COMPLIANCE WITH NEC Art. 210-8, CONSISTING OF 125 VOLT,SINGLE-PHASE, 15-AND 20-AMPERE RECEPTACLES.9. ALL BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OF ONE 20-AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THIS DEDICATED CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. NEC ART. 210-52(d). RECEPTACLES SHALL BE ADJACENT TO AND WITHIN 36" OF THE OUTSIDE EDGE OF EACH BASIN.10. PROVIDE ELECTRIC OUTLET AND PUSH-BUTTON WIRE FOR GARAGE OPENER.(INCLUDE OPENER).11. THERMOSTAT SHALL BE A PROGRAMMABLE TYPE, HONEYWELL TH8320 OR EQUAL.12. RECESSED LUMINAIRES INSTALLED IN AREAS TO RECEIVE INSULATION SHALL BE "IC" LUMINAIRES AND ARE CERTIFIED AND LABELED AS AIRTIGHT TO THE STANDARDS PRESCRIBED BY THE RESIDENTIAL ENERGY CODE.13. RECESSED LIGHT FIXTURES INSTALLED IN A FIRE RATED ASSEMBLY SHALL BE INSTALLED PER THE APPROVED LISTING OR PROCTECTED BY AN APPROVED METHOD.14. BATHROOM RECEPTACLES MUST BE ON A 20 AMP. CIRCUIT (OR CIRCUITS) WITH NO OTHER OUTLETS.15. CEILING-SUSPENDED (PADDLE) FANS SHALL BE SUPPORTED INDEPENDENTLY OF AN OUTLET BOX OR BY LISTED OUTLET BOX OR OUTLET BOX SYSTEMS IDENTIFIED FOR THE USE AND INSTALLED IN ACCORDANCE WITH CEC 314-27(D). CEC 422-18.16. ALL LUMINARIES AND LAMPHOLDERS SHALL BE LISTED CEC 410-6.17. ALL 120-VOLT, SINGLE PHASE 15-AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, LIVING ROOMS, DINING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. CEC 210-12(B).18. ALL NON-LOCKING TYPE 125-VOLT, 15 AND 20 AMPERE RECEPTACLES IN A DWELLING UNIT SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. EXCEPTIONS: (1) RECEPTACLES MORE THAN 5’6”ABOVE THE FLOOR, (2) RECEPTACLES PART OF A LUMINAIRE OR APPLIANCE, (3) A SINGLE RECEPTACLE OR A DUPLEX RECEPTACLE FOR TWO APPLIANCES THAT ARE NOT EASILY MOVED AND LOCATED WITHIN DEDICATED SPACE AND ARE CHORD-AND-PLUG CONNECTED AS PER CEC 400.7, AND (4) NON-GROUNDING RECEPTACLES USED FOR REPLACEMNETS AS PERMITTED IN CEC 406.4(D)(2)(A).19. HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID LIGHTING CONTAIN ONLY ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C OF THE RESIDENTIAL ENERGY CODE AND NOT CONTAIN A MEDIUM SCREW BASE SOCKET.20. BALLAST FOR LAMPS 13 WATTS OR GREATER SHALL BE ELECTRONIC AND HAVE AN OUTPUT FREQUENCY NO LESS THAT 20 kHz.21. SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND PROVIDED WITH A BATTERY BACK-UP. ALL SMOKE DETECTORS SHALL BE INTERCONNECTEED. ALL SMOKE DETECTORS SHALL MAINTAIN A MINIMUM 3 FOOT CLEARANCE TO HVAC SUPPLY OR RETURN AIR REGISTERS.22. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND PROVIDED WITH A BATTERY BACK-UP. ALL CARBON MONOXIDE ALARAMS SHALL BE INTERCONNECTEED.23. LIGHTS IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS MUST BE HIGH EFFICACY OR CONTROLLED BY A MANUAL-ON OCCUPANT SENSOR. SUCH SENSORS SHALL BE CAPABLE OF AUTOMATICALLY TURNING OFF THE LIGHTS NO MORE THAN 30 MINUTES AFTER THE AREA HAS BEEN VACATED.24. LIGHTS IN OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS MUST BE CONTROLLED BY A DIMMER OR CONTROLLED BY A MANUAL-ON OCCUPANT SENSOR. SUCH SENSORS SHALL BE CAPABLE OF AUTOMATICALLY TURNING OFF THE LIGHTS NO MORE THAN 30 MINUTES AFTER THE AREA HAS BEEN VACATED.25. ALL OUTDOOR LIGHTING ATTACHED TO BUILDINGS MUST BE HIGH EFFICACY OR CONTROLLED BY A MOTION SENSOR WITH PHOTO-CONTROL.PHOTO-CONTROL IS AN ELECTRIC DEVICE THAT DETECTS CHANGE IN ILLUMINATION AND THEN CONTROLS ITS ELECTRIC LOAD AT PREDETERMINED ILLUMINATION LEVELS.26. EXHAUST FANS WILL BE CONTROLLED BY A HUMIDISTAT PER THE GREEN BUILDING STANDARDS CODE SECTION 4.506.27. BRANCH SUPPLYING GARAGE RECEPTACLE(S) SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE.28. FOR EACH DWELLING UNIT, INSTALL A MINIMUM 1" INSIDE DIAMETER LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240V BRANCH CIRCUIT. RACEWAY SHALL ORIGINATE AT MAIN OR SUB PANEL AND TERMINATE IN A LISTED BOX IN CLOSE PROXIMITY TO THE PROPOSED EV CHARGER LOCATION. RACEWAYS MUST BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED SPACES. SERVICE PANEL SHALL PROVIDE CAPACITY TO INSTALL 40 AMP MINIMUM DEDICATED BRANCH CIRCUIT AND SPACES RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT DEVICE, IDENTIFY THE RESERVED SPACE AND RACEWAY TERMINATION FOR FUTURE EV AS "EV CAPABLE."29. OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A SINGLE FAMILY DWELLING OR OTHER BUILDINGS IN THE SAME LOT SHALL BE HIGH EFFICACY AND MUST BE CONTROLLED BY AN ON/OFF SWITCH THAT DOES TO OVERRIDE TO ON THE ITEMS LISTED BELOW. ALSO, THE LIGHING MUST BY ONE OF THE FOLLOWING METHODS:• i) CONTROLLED BY PHOTOCELL AND MOTION SENSOR. CONTROLS THAT OVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THE OVERRIDE AUTOMATICALLY REACTIVATES THE MOTION SENSOR WITHIN 6 HOURS, OR • ii) CONTROLLED BY ANY OF THE FOLLOWING:1. PHOTOCELL AND AUTOMATIC TIME SWITCH CONTROL. CONTROLS THAT OVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THE OVERRIDE AUTOMATICALLY RETURN THE PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL TO ITS NORMAL OPERATION WITHIN 6 HOURS, OR2. ASTRONOMICAL TIME CLOCK. CONTROLS THAT OVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THE OVERRIDE AUTOMATICALLY RETURN THE ASTRONOMICAL CLOCK TO ITS NORMAL OPERATION WITHIN 6 HOURS AND WHICH IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS, OR3. ENERGY MANAGEMENT CONTROL SYSTEMS WHICH MEETS ALL OF THE FOLLOWING REQUIREMENTS. AT A MINIMUM PROVIDES THE FUNCTIONALITY OF AN ASTRONOMICAL CLOCK IN ACCORDANCE WITH SECTION 110.9 OF THE STANDARDS; MEETS THE INSTALLATION CERTIFICATION REQUIREMENTS IN SECTION 130.4 OF THE STANDARDS; MEETS THE REQUIREMENTS FOR AN EMCS IN SECTION 130.5 OF THE STANDARDS; DOES NOT HAVE AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON; AND, IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHTING OFF DURING THE DAYLIGHT HOURS.30. AT LEAST ONE LUMINAIRE EACH BATHROOM, GARAGE, LAUNDRY ROOM, AND UTILITY ROOM SHALL BE CONTROLLED BY A MANUAL ON/AUTOMATIC-OFF VACANCY SENSOR.31. EXCEPT FOR CLOSETS LESS THAN 70 SQUARE FEET AND HALLWAYS, ALL LUMINAIRES THAT ARE INSTALLED WITH JA8-CERTIFIED LIGHT SOURCES ARE REQUIRED TO BE CONTROLLED BY EITHER A DIMMER, VACANCY SENSOR OR FAN SPEED CONTROL.32. THE NUMBER OF ELECTRICAL BOXES LOCATED MORE THAN 5 FEET ABOVE FINISHED FLOOR THAT DOES NOT CONTAIN A LUMINAIRE OR OTHER DEVICE SHALL NOT EXCEED THE NUMBER OF BEDROOMS. THESE BOXES MUST BE SERVED BY A DIMMER, VACANCY SENSOR, OR FAN SPEED CONTROL.1. STAIRS AND HANDRAILSa. HANDRAIL: SHALL NOT BE LESS THAN 34" AND NOT MORE THAN 38" ABOVETHE SLOPED PLANE ADJOINING STAIR TREAD NOSING. (2019 CRC R311.7.8.1) b. THE HAND GRIP PORTION OF THE HANDRAIL SHALL BE A MINIMUM DIAMETER OF 1-1/4" AND A MAXIMUM DIAMETER OF 2" IN CROSS SECTION(2019 CRC R311.7.8.5) AND SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" CLEAR FROM THE WALL. (2019 CRC R311.7.8.3)c. ALL HANDRAILS SHALL RETURN OR TERMINATE IN A NEWEL OR SAFETY POST.(2019 CRC R311.7.8.4)d. HEADROOM: PROVIDE A MINIMUM OF 6'-8" CLEAR ABOVE ALL PORTIONS OF THE STAIRS AND LANDINGS. THIS DIMENSION SHALL BE MEASURED FROM A PLANE TANGENT TO THE STAIRWAY TREAD NOSING. (2019 CRC R311.7.2)e. GUARDS ON THE OPEN SIDES OF STAIRS ALSO SERVING AS A HANDRAIL SHALL BE NOT LESS THAN 34" OR MORE THAN 38". (2019 CRC R312.1.2 EXC #2)f. USABLE SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. (2019 CRC R302.7)g. GUARDS ON THE SIDE OF STAIRS SHALL BE SPACED SUCH THAT A SPHERE 4 3/8" DIA CANNOT PASS THROUGH. (2019 CRC R312.1.3 EXC #2)h. MINIMUM TREAD DEPTH SHALL BE 10". 3/8" MAXIMUM VARIATION CRC (2019 CRC R311.7.5.2) THE MINIMUM WINDER DEPTH AT THE WALK LINE (MEASURED AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE AT A POINT 12" FROM WHERE THE TREAD ARE NORROWEST) SHALL BE 10", MINIMUM WINDER TREAD DEPTH SHALL BE 6". (2019 CRC R311.7.5.2.1)i. MAXIMUM RISE SHALL BE 7.75". 3/8" MAXIMUM VARIATION (2019 CRC R311.7.5.1)j. STAIRS SHALL BE NOT LESS THAN 36" CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT IS 31 1-1/2" WHERE A HANDRAIL IS INSTALLED ON ONE SIDE, AND 27" WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES.(2019 CRC R311.7.1)k. RADUIS OF NOSING SHALL NOT BE LESS THAN 3/4" BUT NOT GREATER THAN 1 1/4". (2019 CRC R311.7.5.3)l. SPACE BETWEEN HANDGRIP AND WALL SHALL BE NOT LESS THAN 1 1/2". (2019 CRC R311.7.8.3)m. HANDRAILS ARE REQUIRED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS WITH FOUR OR MORE RISERS. (2019 CRC R311.7.8)2. WATER HEATER: (REFER TO BUILDING ANALYSIS REPORT)a. HOT WATER INLET AND OUTLET PIPES INSULATED: EXTERNALLY WRAPPED WITH R-4 OR GREATER (FIRST 5 FEET IN UNCONDITIONED SPACES).b. PROVIDE A TEMPERATURE AND PRESSURE RELIEF VALVE WITH A FULL SIZE DRAIN OF GALVANIZED STEEL OR HARD DRAWN COPPER TO THE OUTSIDE OF THE BUILDING WITH THE END OF THE PIPE PROTRUDING 6" MINIMUM @ 2' MAX. ABOVE GRADE POINTING DOWNWARD TO THE TERMINATION -UNTHREADED.c. COMBUSTION AIR PER MANUFACTURE REQUIREMENTS.d. CLEARANCES PER MANUFACTURE REQUIREMENTS.e. THE BURNERS AND BURNER IGNITION DEVICES SHALL BE LOCATED 18" ABOVE THE GARAGE FLOOR UNLESS LISTED AS FLAMABLE VAPOR IGNITION RESISTANT (NFPA54:9.1.10.2) (CPC 508.14)f. WHEN INSTALLED IN A GARAGE THE WATER HEATER SHALL BE GUARDED AGAINST DAMAGE. (CPC 508.14.)3. PROVIDE (2) LAYERS OF GRADE D PAPER OR EQUAL WHEN PLASTER IS INSTALLED OVER WOOD BASED SHEATHING. (2019 CRC R703.7.3)4. CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND HAVE A BACK-DRAFT DAMPER. EXHAUST DUCT IS LIMITED TO 14'-0" W/ TWO ELBOWS. THIS SHALL BE REDUCED 2'-0" FOR EVERY ELBOW IN EXCESS OF TWO. MIN. DIA. 4", SMOOTH, METAL DUCT.(CMC 504.3)5. ALL MANUFACTURED EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION AND DIMENSIONS VERIFIED WITH INSTALLATION REQUIREMENTS.6. SHOWERS AND TUB-SHOWER COMBINATIONS: CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. (CPC 418.0.)7. PROVIDE TEMPERED GLAZING IN DOORS AND ENCLOSURES FOR SHOWERS, BATHTUBS, SAUNAS, STEAM ROOMS, HOT TUBS & SIMILAR USES WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60-INCHES ABOVE A STANDING SURFACE. (2019 CRC R308.4.5)8. HEATING AND AIR-CONDITIONING SYSTEM DESIGN SHALL CONFORM TO CALGREEN SEC. 4.507, ENVIRONMENTAL COMFORT.9. FORCED AIR UNITS: REFER TO BUILDING ENERGY ANALYSIS REPORT. COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIIPMENT DURING CONSTRUCTION SHALL BE REQUIRED PER CALGREEN SEC. 4.504.1. ALL DUCTS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM.a. PROVIDE WORKING EQUIPMENT PLATFORM PER CMC 904.11.1.b. NIGHT SETBACK THERMOSTAT REQUIRED (MINIMUM 2 PERIODS PER 24 HOURS).c. CLEARANCES PER MANUFACTURER'S RECOMMENDATIONS.d. THE BURNERS AND BURNER IGNITION DEVICES SHALL BE LOCATED 18" ABOVE THE GARAGE FLOOR UNLESS LISTED AS FLAMABLE VAPOR IGNITION RESISTANT (NFPA54:9.1.10.2) CPC 508.14 .e. PROVIDE MIN. 30" DEEP AND 30" HIGH, UNOBSTRUCTED WORKING SPACE IN FRONT OF FAU.f. FAU OR ALCOVE SHALL BE 12" WIDER ON ALL SIDES AND REAR THAN THE FURNACE BEING INSTALLED, CMC TABLE 3-1. REQUIRED CLEARANCES MAY BE REDUCED PER CMC TABLE 3-2.g. USE MIN. 0.019-INCH THICK SHEET METAL DUCTS IN GARAGE AND DUCTS PENETRATING WALLS AND CEILINGS OF GARAGE, CBC EXCEPTIONS SEC 406.1.4 ITEM 2.h. PASSAGEWAY TO THE ATTIC FURNACE SHALL BE UNOBSTRUCTED AND HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24" WIDE, NOT MORE THAN 20' IN LENGTH. CMC, SEC. 904.11.2 & 904.11.3.i. SOURCE OF COMBUSTION AIR TO FURNACE SHALL COME FROM OUTSIDE AIR.j. WHEN INSTALLED IN A GARAGE THE APPLIANCE SHALL BE GUARDED AGAINST DAMAGE.10. PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT GARAGE SIDE OF WALLS AND CEILINGS COMMON TO DWELLING AND COVER ALL BEAMS & POSTS, AS WELL AS SOFFITS & FURRED SPACES. ALSO AT UNDERSIDE OF ACCESSIBLE UNDER STAIR AREAS. ONE HOUR CONSTRUCTION FOR ALL WALLS & SOFFITS.11. WATER CLOSETS.a. CLEARANCES: 24" MIN. FRONT, 30" MIN COMPARTMENT WIDTH.b. PROVIDE A MIN 3 SF WINDOW, 1/2 OF WHICH SHALL BE OPENABLE OR AN EXHAUST FAN 50 CFM FOR INTERMITTENT OR 20 CFM FOR CONTINUOUS., DIRECT VENT TO OUTSIDE WITH BACKDRAFT DAMPER. (2019 CRC R303.3)c. NEW WATER CLOSETS AND ASSOCIATED FLUSHOMETER VALVES, IF ANY SHALL USE NO MORE THAN 1.28 GALLONS PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS STANDARD A112.19.2. H & S CODE, SECTION 17921.3(B).12. BATH ACCESSORIES: PROVIDE MINIMUM 1 TOILET PAPER HOLDER AND 1 TOWEL BAR PER BATHROOM. PROVIDE NECESSARY BLOCKNG FOR TOILET PAPER HOLDER AND TOWEL BARS.13. WHOLE-BUILDING MECHANICAL VENTILATION SYSTEM PER ASHRAE STANDARD 62.2. PROVIDE THE COUNTY INSPECTOR THE FOLLOWING INFORMATION AT OR BEFORE THE TIME OF INSPECTION:a. CALCULATIONS FOR REQUIRED VENTING RATES.b. CALCULATION ADJUSTMENTS FOR INTERMITTENT SYSTEMS IF APPLICABLE.c. DUCT DIAMETER AND MAXIMUM DUCT LENGTH PER ASHRAE 62.2 TABLE 7.1.d. TYPE OF SYSTEM USED AND PROVIDE COMPLETED CF-6R-MECH-05 FORM.e. FANS SHALL BE A MAXIMUM OF 1 SONE.f. FANS SHALL BE PROVIDED A COVER OF R-4.2 WHEN OFF.14. ATTIC ACCESS:a. PROVIDE 30" MIN. HEADROOM IN THE ATTIC SPACE (2019 CRC R807.1)b. IN ATTIC, PROVIDE LIGHT AND SWITCH, AND ALL NECESSARY ELECTRICAL. PROVIDE UNOBSTRUCTED PASSAGEWAY 24" WIDE OF SOLID CONTINUOUS FLOORING FROM ACCESS TO EQUIPMENT AND IT'S CONTROLS. ALSO PROVIDE UNOBSTRUCTED WORK SPACE IN FRONT OF EQUIPMENT 30" DEPTH MINIMUM. PROVIDE COMBUSTION AIR AND CONDENSATE LINE TO OUTSIDE OR AN APPROVED DRAIN FOR OPTIONAL AIR CONDITIONING.c. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30-INCHES OR GREATER. THE VERTICAL HEIGHT SHALL BE MEASURED FROM TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS.d. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22" X 30" AND SHALL BE LOCATED NOT OVER 20 FEET FROM THE EQUIPMENT. (2019 CRC R807.1)e. PROVIDE A 120V RECEPTACLE AND A LIGHT NEAR THE EQUIPMENT WITH LIGHT SWITCH LOCATED AT THE ATTIC ACCESS.1. ALL INTERIOR RESIDENTIAL LIGHTING IS TO BE HIGH EFFICACY.2. THE FOLLOWING LIGHTING IS HIGH EFFICACY: PIN BASED LINEAR FLUORESCENT, PIN BASED COMPACT FLUORESCENT, PULSE-START METAL HALIDE, HIGH PRESSURE SODIUM, GU-24 (OTHER THAN LED'S), INSEPARABLE SOLID STATE LUMINAIRES (SSL'S) INSTALLED OUTDOORS OR INSEPARABLE SSL LUMINAIRES WITH COLORED LIGHT SOURCES FOR DECORATIVE LIGHTING PURPOSES.3. THE FOLLOWING LAMPS AND LIGHT SOURCES ARE HIGH EFFICACY IF THEY ARE JOINT APPENDIX JA8-CERTIFIED. JA-8 CERTIFIED LAMPS AND LIGHT SOURCES ARE MARKED AS "JA8-2016" OR "JA8-2016-E". THESE FIXTURES INCLUDE: LED LUMINAIRES WITH INTEGRAL SOURCES THAT ARE CERRTIFIED TO THE ENERGY COMMISION, SCREW-BASED LED LAMPS (A-LAMPS, PAR LAMPS, ETC.), PIN BASED LED LAMPS (MR-16,AR-111, ETC.), GU-24 BASED LED LIGHT SOURCES AND OTHER LUMINAIRES.LISTING OF CA CERTIFIED FIXTURES IS LOCATED ON THE CALIFORNIA ENERGY COMMISSION WEBSITE AT:HTTP://APPLIANCES.ENERGY.CA.GOV/ADVANCEDSEARCH/ASPX4. RECESSED LUMINAIRES INSTALLED IN AREAS TO RECEIVE INSULATION SHALL BE "IC" LUMINAIRES AND ARE CERTIFIED AND LABELED AS AIRTIGHT TO THE STANDARDS PRESCRIBED BY THE RESIDENTIAL ENERGY CODE.5. ADDITIONAL REQUIREMENTS FOR ANY RECESSED DOWNLIGHTS IN CEILINGS ARE AS FOLLOWS. THEY a. SHALL NOT HAVE SCREW BASED SOCKETS, b. SHALL CONTAIN JA8-CERTIFIED LIGHT SOURCES AND c. SHALL MEET PERFORMANCE REQUIREMENTS OF CEC SECTION 150.0(K)1C.6. THE NUMBER OF ELECTRICAL BOXES LOCATED MORE THAN 5 FEET ABOVE FINISHED FLOOR THAT DO NOT CONTAIN ALUMINAIRE OR OTHER DEVICE SHALL NOT EXCEED THE NUMBER OF BEDROOMS. THESE BOXES MUST BE SERVED BY A DIMMER, VACANCY SENSOR OR FAN SPEED CONTROL. CECS 150(K)1(B)7. UNDERCABINET LIGHTING MUST BE SWITCHED SEPARATE FROM ALL OTHER LIGHTING.8. ALL LIGHTING MUST HAVE READILY ACCESSIBLE MANUAL CONTROLS9. EXHAUST FANS MUST BE SWITCHED SEPARATE FROM LIGHTING OR UTILIZE A DEVICE WHERE LIGTING CAN BE TURNED OFF WHILE THE FAN IS RUNNING.10. FOR ALL SPACE TYPES EXCEPT HALLWAYS AND CLOSETS THAT ARE 70 SF OR SMALLER, VANCANY SENSORS OR DIMMERS ARE REQUIRED WHEN USING A SOURCE REGULATED BY JA8.11. IN KITCHENS, IF THE LUMINAIRE IS AN ENCLOSED OR RECESSED LUMINAIRE, YOU MUST USE A DIMMER OR VACANY SENSOR.12. AT LEAST ONE LUMINAIRE IN THE BATHROOM, GARAGE, LAUNDRY ROOM AND UTILITY ROOM MUST BE CONTROLLED BY A VACANY SENSOR.13. ALL OUTDOOR LIGHTING MUST BE HIGH EFFICACY.14. THE BUILDER MUST PROVIDE NEW HOMEWONERS WITH A LUMINAIRE SCHEDULE THAT INCLUDES A LIST OF INSTALLED LAMPS AND LUMINARIES.SOLAR READY REQUIREMENTS PER CeNC 110.10(b) THROUGH 110.10(d)SOLAR ZONE:1. MINIMUM AREA. THE SOLAR ZONE SHALL HAVE A MINIMUM TOTAL AREA AS DESCRIBED BELOW. THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY, SMOKE VENTILATION, AND SPACING REQUIREMENTS AS SPECIFIED IN TITLE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANY REQUIREMENTS ADOPTED BY A LOCAL JURISDICTION. 2. THE SOLAR ZONE TOTAL AREA SHALL BE COMPRISED OF AREAS THAT HAVE NO DIMENSION LESS THAN FIVE FEET AND ARE NO LESS THAN 80 SQUARE FEET EACH FOR BUILDINGS WITH ROOF AREAS LESS THAN OR EQUAL TO 10,000 SQUARE FEET OR NO LESS THAN 160 SQUARE FEET EACH FOR BUILDINGS WITH ROOF AREAS GREATER THAN 10,000 SQUARE FEET.1. ALL JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WETHER-STRIPPED OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION CEnC 110.72. ATTTIC ACCESS DOORS SHALL HAVE PERMENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE CEnC 150.0(a)23. PERMENTLY INSTALLED NIGHT LIGHTS AND NIGHT LIGHTS INTEGRAL TO INSTALLED LUMINAIRES OR EXHAUST FANS SHALL BE RATED TO CONSUME NO MORE THAN FIVE WATTS OF POWER PER LUMINAIRE OR EXHUAST FAN AS DETERMINED IN ACCORDANCE WITH SECTION 130.0(c). NIGHT LIGHTS SHALL NOT BE REQUIRED TO BE CONTROLLED BY VACANCY SENSORS CEnC 150(k)1E.4. ALL INSTALLED LUMINAIRES SHALL BE HIGH EFFICACY IN ACCORDANCE WITH CEnC TABLE 150.0-A. CEnC 150(k)1A.5. THE NUMBER OF ELECTRICAL BOXES THAT ARE MORE THAN 5 FEET ABOVE THE FINISHED FLOOR AND DO NOT CONTAIN A LUMINAIRE OR OTHER DEVICE SHALL BE NO GREATER THAN THE NUMBER OF BEDROOMS. THESE ELECTRICAL BOXES MUST BE SERVED BY A DIMMER, VACANCY SENSOR CONTROL, OR FAN SPEED CONTROL. CEnC 150(k)1BENERGY CODE - UPDATEDRAFTRRAAPLUMBING NOTESPLUMBIR1.RANFORM WITH CURRENT CPC AND LOCAL REQUIREMENTS.R2.RRRAWATER (WITHIN BUILDING): COPPER OR PEX PIPE OR RD EQUAL.RRAOSED TO WRRAAIR CHAMBERS: 12" LONG CAPPED NIPPLE AT END OF EACH BRANCH TO RCH FIXTURE.Rd. RADIELECTRIC UNIONS "F.P.C.O." REQUIREMENT AT ALL DRMATERIAL CONRe. RWHEN "OPTRRAALLED, PROVIDE WITH 2 GATE RVALVES.R3.RA SERVICE PIPE SHALL BE PER CIVIL PLANS OR AS REQUIRED BY THERTIONR4.RAER METER: 1" U.O.N. (REFER SIZE W/FIRE SPRINKLER PLANS)R5.RADS AND FAUCETS: CEC CERTIFIED.R6.RANSULATION: REFER TAANDATORYAARAONING, WATER HEATING & PLUMBING SYSR7.RAS AND HANGERS: PROVIDE AS NECESSARYR8.RRRRAATER HEATER REQUIREMER9.RAHOSE BIBS AND LAWN SPRINKLER SYSTEMREVENTION DEVICES.D2)(A).DCY LUMINAIRES OTHER THAN OUTDOODIGH EFFICACY LAMPS AS OUTLINED IN TABDDDENERGY CODE AND NOT CONTAIN A MEDIUM DLAMPS 13 WATTS OR GREATER SHALL BE ELECTRDPUT FREQUENCY NO LESS THAT 20 kHz.DCTORS SHALL RECEIVE THEIR PRIMARY POWER FRODRING AND PROVIDED WITH A BATTERY BACKD-DUP. ALL SDSHALL BE INTERCONNECTEED. ALL SMOKE DETECTORSDINIMUM 3 FOOT CLEARANCE TO HVAC SUPPLY OR RETUDNOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWERDG WIRING AND PROVIDED WITH A BATTERY BACKD-DUP. ALLDNOXIDE ALARAMS SHALL BE INTERCONNECTEED.DTHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY RODH EFFICACDDON OCCUPADCH SENSORS SHALL BE CAPABLE OF AUTOMATICALLY TDTS NO MORE THAN 30 MINUTES AFTER THE AREA HASDHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDUTILITY ROOMS MUST BE CONTROLLED BY A DIMMD BY A MADDENSOR. SUCH SEDOF AUTOMATICALLY TURNING OFF THE LIGHTS DFTER THE AREA HAS BEEN VACATED.DR LIGHTING ATTACHED TO BUILDINGS MUDLED BY A MOTION SENSOR WITH PHDDAFFFTAFTLTRATION AND EXFILTRATION CEnC 110.7AAFTCCESS DOORS SHALL HAVE PERMENTLY ATTACHED INSULATION AFTHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL AFTTED TO PREVENT AIR LEAKAGE CEnC 150.0(a)2AAFTLY INSTALLED NIGHT LIGHTS AND NIGHT LIGHTS INTEGRAL TO AFTD LUMINAAFTE NO MORE THAN FIVE WATTS OF POWER PER LUMINAIRE OR AFTFAN AS DETERMINED IN ACCORDANCE WITH SECTION 130.0(c). AFTHTS SHAAFSENSORAAFTLLED LUMINAIRES SHALL BE HIGH EFFICACY IN ACCORDANCE AFnC TABLE 150.0F-FA. CEnC 150(k)1A.AAFTBER OF ELECTRICAL BOXES THAT ARE MORE THAN 5 FEET AFTE FINISHED FLOOR AND DO NOT CONTAIN A LUMINAIRE OR AFTEVICE SHAAFTMS. THESE ELECTRICAL BOXES MUST BE SERVED BY A DIMMER, AFTSENSOR CONTROL, OR FAN SPEED CONTROL. CEnC 150(k)1B85
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65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:33 PM&$/*5((15(48,5(0(176352727<3($'8&,7<2)'8%/,1&$85 *60%: 60&'352727<3( ,1,7,$/68%0,77$/FIXTURE TYPETABLE - MAXIMUM FIXTURE WATER USESHOWER HEADS (RESIDENTIAL)LAVATORY FAUCETS (RESIDENTIAL)LAVATORY FAUCETS IN COMMON & PUBLIC USE AREASKITCHEN FAUCETSMETERING FAUCETSFLOW RATE1.8 GMP @ 80 PSIMAX. 1.2 GPM @ 60 PSIMIN. 0.8 GPM @ 20 PSI0.5 GPM @ 60 PSI1.8 GPM @ 60 PSI0.2 GAL/CYCLEWATER CLOSETURINALS1.28 GAL/FLUSH0.125 GAL/FLUSHNOTE:THIS TABLE COMPILES THE DATA IN SECTION 4.303.1 AND IS INCLUDED AS A CONVENIENCE FOR THE USER.TOTAL NUMBER OF PARKING SPACESTABLE 4.106.4.3.1 0-910-2526-5051-7575-100101-150NUMBER OF REQUIRED EV SPACES012457151-200201 AND OVER106% OF TOTAL2019 CALIFORNIA GREEN BUILDING STANDARDS CODERESIDENTIAL MANDATORY MEASURES (SHEET 1)4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCEDIVISION 4.4 MATERIAL CONSERVATIONAND RESOURCE EFFICIENCYDIVISION 4.1 PLANNING AND DESIGN4.106 SITE DEVELOPMENT4.303 INDOOR WATER USEDIVISION 4.3 WATER EFFICIENCY ANDCONSERVATION4.304 OUTDOOR WATER USE4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL ANDRECYCLING4.106.1GENERAL. PRESERVATION AND USE OF AVAILABLE NATURAL RESOURCES SHALL BE ACCOMPLISHED THROUGH EVALUATION AND CAREFUL PLANNING TO MINIMIZE NEGATIVE EFFECTS ON THE SITE AND ADJACENT AREAS. PRESERVATION OF SLOPES, MANAGEMENT OF STORM WATER DRAINAGE AND EROSION CONTROLS SHALL COMPLY WITH THIS SECTION.4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTIONPROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL AND ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT WHICH IN TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. IN ORDER TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY, PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE.1. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE.2. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY.3. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE.4.106.3 GRADING AND PAVINGCONSTRUCTION PLANS SHALL INDICATE HOW THE SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS. EXAMPLES OF METHODS TO MANAGE SURFACE WATER INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:1. SWALES2. WATER COLLECTION AND DISPOSAL SYSTEMS3. FRENCH DRAINS4. WATER RETENTION GARDENS5. OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE.EXCEPTIONS: ADDITIONS AND ALTERATIONS NOT ALTERING THE DRAINAGE PATH.4.106.4 ELECTRIC VEHICLE (EV) CHARGING FOR NEW CONSTRUCTIONNEW CONSTRUCTION SHALL COMPLY WITH SECTION 4.106.4.1, 4.106.4.2, OR 4.106.4.3, TO FACILITATE FUTURE INSTALLATION AND USE OF EV CHARGERS. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE) SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE, ARTICLE 625.EXCEPTIONS:ON A CASE-BY-CASE BASIS, WHERE THE LOCAL ENFORCING AGENCY HAS DETERMINED EV CHARGING AND INFRASTRUCTURE ARE NOT FEASIBLE BASED UPON ONE OR MORE OF THE FOLLOWING CONDITIONS:1. WHERE THERE IS NO COMMERCIAL POWER SUPPLY.2. WHERE THERE IS EVIDENCE SUBSTANTIATING THAT MEETING THE REQUIREMENTS WILL ALTER THE LOCAL UTILITY INFRANSTRUCTURE DESIGN REQUIREMENTS ON THE UTILITY SIDE OF THE METER SO AS TO INCREASE THE UTILITY SIDE COST TO THE HOMEOWNER OR THE DEVELOPER BY MORE THAN $400.00 PER DWELLING UNIT.4.106.4.1 NEW ONE-AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WITH ATTACHED PRIVATE GARAGESFOR EACH DWELLING UNIT, INSTALL A LISTED RACEWAY TO ACCOMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMTER). THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTION DEVICE.4.106.4.1.1 IDENTIFICATIONTHE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE".4.106.4.2 NEW MULTIFAMILY DWELLINGS.IF RESIDENTIAL PARKING IS AVAILABLE, THEN (10) PERCENT OF THE TOTAL NUMBER OF PARKING SPACES ON A BUILDING SITE, PROVIDED FOR ALL TYPES OF PARKING FACILITIES, SHALL BE ELECTRIC VEHICLE CHANGING SPACES (EV SPACES) CAPABLE OF SUPPORTING FUTURE EVSE. CALCULATIONS FOR THE NUMBER OF EV SPACES SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER.NOTE:CONSTRUCTION DOCUMENTS ARE INTENDED TO DEMONSTRATE THE PROJECT'S CAPABILITY AND CAPACITY FOR FACILITATING FUTURE EV CHARGING. THERE IS NO REQUIREMENT FOR EV SPACES TO BE CONSTRUCTED OR AVAILABLE UNTIL EV CHARGERS ARE INSTALLED FOR USE.4.106.4.2.1 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) LOCATIONS. CONSTRUCTION DOCUMENTS SHALL INDICATE THE LOCATION OF PROPOSED EV SPACES. AT LEAST ONE EV SPACE SHALL BE LOCATED IN COMMON USE AREAS AND AVAILABLE FOR USE BY ALL RESIDENTS.WHEN EV CHARGERS ARE INSTALLED, EV SPACES REQUIRED BY SECTION 4.106.2.2, ITEM 3, SHALL COMPLY WITH AT LEAST ONE OF THEFOLLOWING OPTIONS: 1. THE EV SPACE SHALL BE LOCATED ADJACENT TO AN ACCESSIBLE PARKING SPACE MEETING THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, CHAPTER 11A, TO ALLOW USE OF THE EV CHARGER FROM THE ACCESSIBLE PARKING SPACE. 2. THE EV SPACE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE, AS DEFINED IN THE CALIFORNIA BUILDING CODE, CHAPTER 2, TO THE BUILDING.4.106.4.2.2 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) DIMENSIONS.THE EV SPACES SHALL BE DESIGNED TO COMPLY WITH THE FOLLOWING:1. THE MINIMUM LENGTH OF EACH EV SPACE SHALL BE 18 FEET.2. THE MINIMUM WIDTH OF EACH EV SPACE SHALL BE 9 FEET.3. ONE IN EVERY 25 EV SPACES, BUT NOT LESS THAN ONE, SHALL ALSO HAVE AN 8-FOOT WIDE MINIMUM AISLE. A 5-FOOT WIDE MINIMUM AISLE SHALL BE PERMITTED PROVIDED THE MINIMUM WIDTH OF THE EV SPACE IS 12 FEET.A. SURFACE SLOPE FOR THIS EV SPACE AND THE AISLE SHALL NOT EXCEED 1 UNIT VERTICAL IN 48 UNITS HORIZONTAL (2.083 PERCENT SLOPE) IN ANY DIRECTION.4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGSPLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING:4.303.1.1 WATER CLOSETSTHE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK TYPE TOILET.NOTE:THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH.4.303.1.2 URINALSTHE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH. THE EFFECTIVE FLUSH VOLUME OF ALL OTHER URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH.4.303.1.3 SHOWERHEADS4.303.1.3.1 SINGLE SHOWERHEADSHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 80M PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS.4.303.1.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWERWHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME.NOTE:A HAND HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD.4.303.1.4 FAUCETS4.303.1.4.1 RESIDENTIAL LAVATORY FAUCETSTHE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI.4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREASTHE MAXIMUM FLOW RATE OF LAVATORY FAUCETS INSTALLED IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED 0.5 GALLONS PER MINUTE AT 60 PSI.4.303.1.4.3 METERING FAUCETSMETERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS SHALL NOT DELIVER MORE THAN 0.2 GALLONS PER CYCLE.4.303.1.4.4 KITCHEN FAUCETSTHE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI.NOTE:WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION.4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGSPLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE.4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREASAFTER DECMEBER 1, 2015, NEW RESIDENTIAL DEVELOPMENTS WITH AN AGGREGATE LANDSCAPE AREA EQUAL TO OR GREATER THAN 500 SQUARE FEET SHALL COMPLY WITH ONE OF THE FOLLOWING OPTIONS: 1. THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) IS LOCATED IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 23, CHAPTER 2.7, DIVISION 2.MWELO AND SUPPORTING DOCUMENTS, INCLUDING A WATER BUDGET CALCULATOR, ARE AVAILABLE AT: HTTPS://WWW.WATER.CA.GOV/4.406.1 RODENT PROOFINGANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY LCOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY.4.408.1 CONSTRUCTION WASTE MANAGEMENT RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3, OR 4.408.4, OR MEET A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE.EXCEPTIONS: 1. EXCAVATED SOIL AND LAND-CLEARING DEBRIS.2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE JOBSITE.3. THE ENFORCING AGENCY MAY MAKE ACCEPTIONS TO THE REQUIREMENTS OF THIS SECTION WHEN ISOLATED JOBSITES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY.4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN IN COMFORMANCE WITH ITEMS 1 THROUGH 5. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY.1. IDENTIFY THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE.2. SPECIFY IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE (SOURCE-SEPARATED) OR BULK MIXED (SINGLE STREAM).3. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION AND DEMOLITION WASTE MATERIAL WILL BE TAKEN.4. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE GENERATED.5. SPECIFY THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIAL DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH.4.408.3 WASTE MANAGEMENT COMPANY. UTILIZE A WASTE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION AND DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1.NOTE: THE OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WASTE MANAGEMENT COMPANY.4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR].PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED 3.4 POUNDS PER SQUARE FOOT OF THE BUILDING AREA SHALL MEET THE MINIMUM 65 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1.4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE.PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED 2 POUNDS PER SQUARE FOOT OF THE BUILDING AREA, SHALL MEET THE MINIMUM 65-PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1.4.408.5 DOCUMENTATIONDOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1 THOUGH 5, SECTION 4.408.3 OR SECTION 4.408.4NOTES:1. SAMPLE FORMS FOUND IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING STANDARDS CODE (RESIDENTIAL)" LOCATED AT WWW.HCD.CA.GOV/CALGREEN.HTML MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THIS SECTION.2. MIXED CONSTRUCTION AND DEMOLITION DEBRIS (C&D) PROCESSORS CAN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY (CALRECYCLE).4.410 BUILDING MAINTENANCE AND OPERATION4.410.1 OPERATION AND MAINTENANCE MANUALAT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING:1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE.2. OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING:a. EQUIPMENT AND APPLIANCES, INCLUDING WATER-SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, PHOTOVOLTAIC SYSTEMS, ELECTRIC VEHICLE CHARGERS, WATER-HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT.b. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS.c. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS.d. LANDSCAPE IRRIGATION SYSTEMS.e. WATER REUSE SYSTEMS.3. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS.4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA.5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30–60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE.6. INFORMATION ABOUT WATER-CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER.7. INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION.8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC.9. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE.10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE.CHAPTER 1 - ADMINISTRATIONSECTION 101 GENERAL101.1 TITLE. THESE REGULATIONS SHALL BE KNOWN AS THE CALIFORNIA GREEN BUILDING STANDARDS CODE AND MAY BE CITED AS SUCH AND WILL BE REFERRED TO HEREIN AS “THIS CODE.”IT IS INTENDED THAT IT SHALL ALSO BE KNOWN AS THE CALGREEN CODE. THE CALIFORNIA GREEN BUILDING STANDARDS CODE IS PART 11 OF THIRTEEN PARTS OF THE OFFICIAL COMPILATION AND PUBLICATION OF THE ADOPTION, AMENDMENT AND REPEAL OF BUILDING REGULATIONS TO THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, ALSO REFERRED TO AS THE CALIFORNIA BUILDING STANDARDS CODE.101.2 PURPOSE.THE PURPOSE OF THIS CODE IS TO IMPROVE PUBLIC HEALTH, SAFETY ANDGENERAL WELFARE BY ENHANCING THE DESIGN AND CONSTRUCTION OF BUILDINGS THROUGH THE USE OF BUILDING CONCEPTS HAVING A REDUCED NEGATIVE IMPACT OR POSITIVE ENVIRONMENTAL IMPACT AND ENCOURAGING SUSTAINABLE CONSTRUCTION PRACTICES IN THE FOLLOWING CATEGORIES:1. PLANNING AND DESIGN.2. ENERGY EFFICIENCY.3. WATER EFFICIENCY AND CONSERVATION.4. MATERIAL CONSERVATION AND RESOURCE EFFICIENCY.5. ENVIRONMENTAL QUALITY.101.3 SCOPE.THE PROVISIONS OF THIS CODE SHALL APPLY TO THE PLANNING, DESIGN,OPERATION, CONSTRUCTION, USE AND OCCUPANCY OF EVERY NEWLY CONSTRUCTED BUILDING OR STRUCTURE, UNLESS OTHERWISE INDICATED IN THIS CODE, THROUGHOUT THE STATE OF CALIFORNIA.IT IS NOT THE INTENT THAT THIS CODE SUBSTITUTE OR BE IDENTIFIED AS MEETING THE CERTIFICATION REQUIREMENTS OF ANY GREEN BUILDING PROGRAM.SECTION 301 GENERAL301.1 SCOPE. BUILDINGS SHALL BE DESIGNED TO INCLUDE THE GREEN BUILDING MEASURES SPECIFIED AS MANDATORY IN THE APPLICATION CHECKLISTS CONTAINED IN THIS CODE. VOLUNTARY GREEN BUILDING MEASURES ARE ALSO INCLUDED IN THE APPLICATION CHECKLISTS AND MAY BE INCLUDED IN THE DESIGN AND CONSTRUCTION OF STRUCTURES COVERED BY THIS CODE, BUT ARE NOT REQUIRED UNLESS ADOPTED BY A CITY, COUNTY, OR CITY AND COUNTY AS SPECIFIED IN SECTION 101.7.301.1.1 ADDITIONS AND ALTERATIONS. [HCD] THE MANDATORY PROVISIONS OF CHAPTER 4 SHALL BE APPLIED TO ADDITIONS OR ALTERATIONS OF EXISTING RESIDENTIAL BUILDINGS WHERE THE ADDITION OR ALTERATION INCREASES THE BUILDING’S CONDITIONED AREA, VOLUME, OR SIZE. THE REQUIREMENTS SHALL APPLY ONLY TO AND/OR WITHIN THE SPECIFIC AREA OF THE ADDITION OR ALTERATION.NOTE:ON AND AFTER JANUARY 1, 2014, RESIDENTIAL BUILDINGS UNDERGOING PERMITTED ALTERATIONS, ADDITIONS OR IMPROVEMENTS SHALL REPLACE NONCOMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING FIXTURES. PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF FINAL COMPLETION, CERTIFICATE OF OCCUPANCY OR FINAL PERMIT APPROVAL BY THE LOCAL BUILDING DEPARTMENT. SEE CIVIL CODE SECTION 1101.1, ET SEQ., FOR THE DEFINITION OF A NONCOMPLIANT PLUMBING FIXTURE, TYPES OF RESIDENTIAL BUILDINGS AFFECTED AND OTHER IMPORTANT ENACTMENT DATES.301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS [HCD].THE PROVISIONS OF INDIVIDUAL SECTIONS OF CALGREEN MAY APPLY TO EITHER LOW-RISE RESIDENTIAL BUILDINGS, HIGH-RISE RESIDENTIAL BUILDINGS, OR BOTH. INDIVIDUAL SECTIONS WILL BE DESIGNATED BY BANNERS TO INDICATE WHERE THE SECTION APPLIES SPECIFICALLY TO LOW-RISE ONLY (LR) OR HIGH-RISE ONLY (HR). WHEN THE SECTION APPLIES TO BOTH LOW-RISE AND HIGH-RISE BUILDINGS, NO BANNER WILL BE USED.SECTION 302 MIXED OCCUPANCYBUILDINGS302.1 MIXED OCCUPANCY BUILDINGS. IN MIXED OCCUPANCY BUILDINGS, EACH PORTION OF A BUILDING SHALL COMPLY WITH THE SPECIFIC GREEN BUILDING MEASURES APPLICABLE TO EACH SPECIFIC OCCUPANCY.SECTION 102 CONSTRUCTIONDOCUMENTS AND INSTALLATIONVERIFICATION102.1 SUBMITTAL DOCUMENTS. CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL BE SUBMITTED IN ONE OR MORE SETS WITH EACH APPLICATION FOR A PERMIT. WHERE SPECIAL CONDITIONS EXIST, THE ENFORCING AGENCY IS AUTHORIZED TO REQUIRE ADDITIONAL CONSTRUCTION DOCUMENTS TO BE PREPARED BY A LICENSED DESIGN PROFESSIONAL AND MAY BE SUBMITTED SEPARATELY.EXCEPTION:THE ENFORCING AGENCY IS AUTHORIZED TO WAIVE THE SUBMISSION OF CONSTRUCTION DOCUMENTS AND OTHER DATA NOT REQUIRED TO BE PREPARED BY A LICENSED DESIGN PROFESSIONAL.102.2 INFORMATION ON CONSTRUCTION DOCUMENTS.CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND SCOPE OF THE PROPOSED GREEN BUILDING FEATURE AND SHOW THAT IT WILL CONFORM TO THE PROVISIONSOF THIS CODE, THE CALIFORNIA BUILDING STANDARDS CODE AND OTHER RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS AS DETERMINED BY THE ENFORCING AGENCY.PLANNING AND DESIGN.102.3 VERIFICATION.DOCUMENTATION OF CONFORMANCE FOR APPLICABLE GREEN BUILDING MEASURES SHALL BE PROVIDED TO THE ENFORCING AGENCY. ALTERNATE METHODS OF DOCUMENTATION SHALL BE ACCEPTABLE WHEN THE ENFORCING AGENCY FINDS THAT THE PROPOSED ALTERNATE DOCUMENTATION IS SATISFACTORY TO DEMONSTRATE SUBSTANTIAL CONFORMANCE WITH THE INTENT OF THE PROPOSED GREEN BUILDING MEASURE.CHAPTER 3 - GREEN BUILDINGCHAPTER 4 - RESIDENTIAL MANDATORY MEASURES4.106.4.2.3 SINGLE EV SPACE REQUIRED.INSTALL A LISTED RACEWAY CAPABLE OF ACCOMMODATING A 208/240-VOLT DEDICATED BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER). THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE EV SPACES. CONSTRUCTION DOCUMENTS SHALL IDENTIFY THE RACEWAY TERMINATION POINT. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE.4.106.4.2.4 MULTIPLE EV SPACES REQUIRED. CONSTRUCTION DOCUMENTS SHALL INDICATE THE RACEWAY TERMINATION POINT AND PROPOSED LOCATION OF FUTURE EV SPACES AND EV CHARGERS. CONSTRUCTION DOCUMENTS SHALL ALSO PROVIDE INFORMATION ON AMPERAGE OF FUTURE EVSE, RACEWAY METHOD(S), WIRING SCHEMATICS AND ELECTRICAL LOAD CALCULATIONS TO VERIFY THAT THE ELECTRICAL PANEL SERVICE CAPACITY AND ELECTRICAL SYSTEM, INCLUDING ANY ON-SITE DISTRIBUTION TRANSFORMER(S), HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL EVS AT ALL REQUIRED EV SPACES AT THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MINIMUM BRANCH CIRCUIT. RACEWAYS AND RELATED COMPONENTS THAT ARE PLANNED TO BE INSTALLED UNDERGROUND, ENCLOSED, INACCESSIBLE OR IN CONCEALED AREAS AND SPACES SHALL BE INSTALLED AT THE TIME OF ORIGINAL CONSTRUCTION.4.106.4.2.5 IDENTIFICATION. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING PURPOSES AS “EV CAPABLE”IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE.4.106.4.3 NEW HOTELS AND MOTELSALL NEWLY CONSTRUCTED HOTELS AND MOTELS SHALL PROVIDE EV SPACES CAPABLE OF SUPPORTING FUTURE INSTALLATION OF EVSE. THE CONSTRUCTION DOCUMENTS SHALL IDENTITY THE LOCATION OF THE EV SPACES. NOTES:1. CONSTRUCTION DOCUMENTS ARE INTENDED TO DEMONSTRATE THE PROJECT'S CAPABILITY AND CAPACITY OR FACILITATING FUTURE EV CHARGING.2. THERE IS NO REQUIREMENT FOR EV SPACES TO BE CONSTRUCTED OR AVAILABLE UNTIL EV CHARGERS ARE INSTALLED FOR USE.4.106.4.3.1 NUMBER OF REQUIRED EV SPACESTHE NUMBER OF REQUIRED EV SPACES SHALL BE BASED ON THE TOTAL NUMBER OF PARKING SPACES PROVIDED FOR ALL TYPES OF PARKING FACILITIES IN ACCORDANCE WITH TABLE 4.106.4.3.1. CALCULATIONS FOR THE REQUIRED NUMBER OF EV SPACES SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER. 4.106.4.3.2 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) DIMENSIONSTHE EV SPACES SHALL BE DESIGNED TO COMPLY WITH THE FOLLOWING: 1. THE MINIMUM LENGTH OF EACH EV SPACE SHALL BE 18 FEET.2. THE MINIMUM WIDTH OF EACH EV SPACE SHALL BE 9 FEET.4.106.4.3.3 SINGLE EV SPACE REQUIREDWHEN A SINGLE EV SPACE IS REQUIRED, THE EV SPACE SHALL BE DESIGNED IN ACCORDANCE WITH SECTION 4.106.4.2.3.4.106.4.3.4 MULTIPLE EV SPACES REQUIREDWHEN MULTIPLE EV SPACES ARE REQUIRED, THE EV SPACES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION 4.106.4.2.4 4.106.4.3.5 IDENTIFICATION. THE SERVICE PANELS OR SUB-PANELS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 4.106.4.2.5. 4.106.4.3.6 ACCESSIBLE EV SPACES.IN ADDITION TO THE REQUIREMENTS IN SECTION 4.106.4.3, EV SPACES FOR HOTELS/MOTELS AND ALL EVSE, WHEN INSTALLED, SHALL COMPLY WITH THE ACCESSIBILITY PROVISIONS FOR THE EV CHARGING STATIONS IN THE CALIFORNIA BUILDING CODE, CHAPTER 11B. 4.201 GENERALDIVISION 4.2 ENERGY EFFICIENCY4.201.1 SCOPE.FOR THE PURPOSES OF MANDATORY ENERGY EFFICIENCY STANDARDS IN THIS CODE, THE CALIFORNIA ENERGY COMMISSION WILL CONTINUE TO ADOPT MANDATORY STANDARDS.DRAFTRAARARARARARARARARAARARARARTAL NUMBER OF PARRTABLE 4.106.4.3.13.1 R0R-R9R10R-R25R26R-R50RRRRRRRRRABER OF REQUIRED EV ASPAAAAA4A5A7RRRRAATARDIC VEHICLE (EV) CHARGING FOR NEWDRUCTION SHALL COMPLY WITH SECTION 4DFACILITATE FUTURE INSTALLATION AND USE DEHICLE SUPPLY EQUIPMENT (EVSE) SHALL BE INDCE WITH TDELECTRICAL CODED, ARTDONS:DON DDDDWHERE THE LOCALDING AGENCY HAS DETERMINED EV CHARGING AND DRUCTURE ARE NOT FEASIBLE BASED UPON ONE OR MDLOWING CDRE THERE IS NO COMMERCIAL POWER SUPPLY.DRE THERE IS EVIDENCE SUBSTANTIATING THAT MEETINGDUIREMENTS WILL ALTER THE LOCAL UTILITY INFRANSTRUDGN REQUIREMENTS ON THE UTILITY SIDE OF THE METERDNCREASE THE UTILITY SIDE COST TO THE HOMEOWNER DELOPER BY MORE THAN $400.00 PER DWELLING UNIT.DW ONED-DADDLINGS AND TOWNHOUDPRIVATE GDWELLING UNIT, INSTALL A LISTED RACEWAY TO ACCOD208/240D-DVOLT BRANCH CIRCUIT. THE RACEWAY SHADTRADE SIZDDSIDE DIAMTER). TDNATE AT THE MAIN SERVICE OR SUBPANEL ANDDNTO A LISTED CABINET, BOX OR OTHER ENCDO THE PROPOSED LOCATION OF AN EV CHDED TO BE CONTINUOUS AT ENCLOSEDAREAS AND SPACES THEFN OPERATION AT A TIME.FOTE:FTA HAND HELD SHOWER SHALL BE CONSIDERED A FSHOWERHEAD.AFFAUCETSFT.1.4.1 RESFTHE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS FTHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. THE FTINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL FTOT BE LEFT.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREASFTHE MAXIMUM FLOW RATE OF LAVATORY FAUCETS INSTALLED IN FTOMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR FTLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED F5 GALLONF.1.4.3 METFTETERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS FTHALL NOT DELIVER MORE THAN 0.2 GALLONS PER CYCLE.F.1.4.4 KITCFTHE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT FTXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAFTEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, FTUT NOT TO EXCEED 2 2 GALLONS PER MINUTE AT 60 PSI AND MUST5TTTTTTTTTTTTTTTTTTTTRAPACES SHALL BE BASED ON TRANUMBER OF PARKING SPACES PROVIDED FOR ALL TYPES OF PARAFACILITIES IN RACALCULATIONS FOR THE REQUIRED NUMBER OF EV SPACES SHALLRADED UP TO TRA06.4.3.2 ELECTRIC VEHICLE CHARGING SPRRAHE EV SPACES SHALL BE DERRRA86
12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:33 PM&$/*5((15(48,5(0(176352727<3($'8&,7<2)'8%/,1&$85 *60%: 60&'352727<3( ,1,7,$/68%0,77$/COATING CATEGORYTABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2, 3FLAT COATINGSNONFLAT COATINGSNONFLAT-HIGH GLOSS COATINGSSPECIALTY COATINGSALUMINUM ROOF COATINGSBASEMENT SPECIALTY COATINGSBITUMINOUS ROOF COATINGSCURRENT VOC LIMIT50100150CURRENT VOC LIMIT40040050(GRAMS OF VOC PER LITER OF COATING, LESS WATER AND LESS EXEMPT COMPOUNDS)BITUMINOUS ROOF PRIMERSBOND BREAKERSCONCRETE CURING COMPOUNDSCONCRETE/MASONRY SEALERSDRIVEWAY SEALERSDRY FOG COATINGSFAUX FINISHING COATINGS 35035035010050150350FLOOR COATINGSFORM-RELEASE COMPOUNDSGRAPHIC ARTS COATINGS (SIGN PAINTS)HIGH TEMPERATURE COATINGSIDUSTRIAL MAINTENANCE COATINGSLOW SOLIDS COATINGS1MAGNESITE CEMENT COATINGSMASTIC TEXTURE COATINGS100250500420250120450100METALLIC PIGMENTED COATINGSMULTICOLOR COATINGSPRETREATMENT WASH PRIMERSPRIMERS, SEALERS, AND UNDERCOATERSREACTIVE PENETRATING SEALERSRECYCLED COATINGSROOF COATINGSRUST PREVENTATIVE COATINGS42025050010035025050250FIRE RESISTIVE COATINGS350SHELLACSCLEAR730OPAQUE550SPECIALTY PRIMERS, SEALERS AND UNDERCOATERS100STAINS250STONE CONSOLIDANTS450SWIMMING POOL COATINGS340TRAFFIC MARKING COATINGS100TUB AND TILE REFINISH COATINGS420WATERPROOFING MEMBRANES250WOOD COATINGS275WOOD PRESERVATIVES350ZINC-RICH PRIMERS3401. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND INCLUDING EXEMPT COMPOUNDS.2. THE SPECIFIED LIMITS REMAIN IN EFFECT ENLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEBUARY 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.PRODUCTTABLE 4.504.5 - FORMALDEHYDE LIMITS1HARDWOOD PLYWOOD VENEER COREHARDWOOD PLYWOOD COMPOSITE COREPARTICLEBOARDMEDIUM DENSITY FIBERBOARDTHIN MEDIUM DENSITY FIBERBOARD2CURRENT LIMIT0.050.050.090.110.13(MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION)1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCH (8MM).SEALANTSTABLE 4.504.1 - SEALANT VOC LIMITARCHITECTURALMARINE DECKNONMEMBRANE ROOFROADWAYSINGLE-PLY ROOF MEMBRANEOTHERCURRENT VOC LIMIT250760300250450420(LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER)SEALANT PRIMERSARCHITECTURALNONPOROUSPOROUSMODIFIED BITUMINOUSCURRENT VOC LIMIT250250500MARINE DECKOTHER760750ARCHITECTURAL APPLICATIONSTABLE 4.504.1 - ADHESIVE VOC LIMITINDOOR CARPET ADHESIVESCARPET PAD ADHESIVESOUTDOOR CARPET ADHESIVESWOOD FLOORING ADHESIVESRUBBER FLOORING ADHESIVESSUBFLOOR ADHESIVESCERAMIC TILE ADHESIVESCURRENT VOC LIMIT5050150100605065(LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER)VCT AND ASPHALT TILE ADHESIVESDRYWALL AND PANEL ADHESIVESCOVE BASE ADHESIVESMULTIPURPOSE CONSTRUCTION ADHESIVESSTRUCTURAL GLAZINGADHESIVESSINGLE-PLY ROOF MEMBRANEADHESIVESOTHER ADHESIVES NOT SPECIFICALLY LISTED5050507010025050SPECIALTY APPLICATIONSPVC WELDINGCPVC WELDINGABD WELDINGPLASTIC CEMENT WELDINGADHESIVE PRIMER FOR PLASTICCONTACT ADHESIVESPECIAL PURPOSE CONTACT ADHESIVECURRENT VOC LIMIT51049032525055080250STRUCTURAL WOOD MEMBER ADHESIVETOP AND TRIMADHESIVESSUBSTRATE SPECIFIC APPLICATIONSMETAL TO METALPLASTIC FOAMS POROUS MATERIAL (EXCEPT WOOD)WOODFIBERGLASSCURRENT VOC LIMIT25014030505030801. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.2019 CALIFORNIA GREEN BUILDING STANDARDS CODERESIDENTIAL MANDATORY MEASURES (SHEET 2)DIVISION 4.5 ENVIROMENTAL QUALITY4.501 GENERAL4.503 FIREPLACES4.504 POLLUTANT CONTROL4.501.1 SCOPETHE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT AND WELL-BEING OF A BUILDING’S INSTALLERS, OCCUPANTS AND NEIGHBORS.4.503.1 GENERALANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS AS APPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES.4.506 INDOOR AIR QUALITY AND EXHAUST4.507 ENVIROMENTAL COMFORT4.506.1 BATHROOM EXHAUST FANSEACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING:1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING.2. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL.a. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 PERCENT TO A MAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT.b. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL (I.E., BUILT-IN).NOTES:1. FOR THE PURPOSES OF THIS SECTION, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER, OR TUB/ SHOWER COMBINATION.2. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY CODE.4.507.1 RESERVED4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGNHEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS:1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J—2016 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS.2. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D—2016 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS.3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S—2016 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS.EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE.4.410.2 RECYCLING BY OCCUPANTS.WHERE 5 OR MORE MULTIFAMILY DWELLING UNITS ARE CONSTRUCTED ON A BUILDING SITE, PROVIDE READILY ACCESSIBLE AREA(S) THAT SERVES ALL BUILDINGS ON THE SITE AND IS IDENTIFIED FOR THE DEPOSITING, STORAGE AND COLLECTION OF NON-HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (AT A MINIMUM) PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE, AND METALS, OR MEEL A LAWFULLY ENACTED LOCAL RECYCLING ORDINANCE, IF MORE RESTRICTIVE. EXCEPTION: RURAL JURISDICTIONS THAT MEET AND APPLY FOR THE EXEMPTION IN PUBLIC RESOURCES CODE SECTION 42649.82 (A)(2)(A) ET SEQ. ARE NOTREQUIRED TO COMPLY WITH THE ORGANIC WASTE PORTION OF THIS SECTION. 4.504.1 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTIONAT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ENTER THE SYSTEM.4.504.2 FINISH MATERIAL POLLUTANT CONTROLFINISH MATERIALS SHALL COMPLY WITH THIS SECTION.4.504.2.1 ADHESIVES, SEALANTS AND CAULKSADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY:1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW.2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.4.504.2.2 PAINTS AND COATINGSARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36, AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES BOARD,SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY.4.504.2.3 AEROSOL PAINTS AND COATINGSAEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(2) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(E)(1) AND (F)(1) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, RULE 49.4.504.2.4 VERIFICATIONVERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING:1. MANUFACTURER’S PRODUCT SPECIFICATION.2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS.4.504.3 CARPET SYSTEMSALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING:1. CARPET AND RUG INSTITUTE’S GREEN LABEL PLUS PROGRAM.2. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, “STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,”VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350.)3. NSF/ANSI 140 AT THE GOLD LEVEL.4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE™ GOLD.4.504.3.1 CARPET CUSHIONALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE’S GREEN LABEL PROGRAM.4.504.3.2 CARPET ADHESIVEALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMSWHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE ORMORE OF THE FOLLOWING:1. PRODUCTS COMPLIANT WITH THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, “STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,”VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350), CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCTS DATABASE.2. PRODUCTS CERTIFIED UNDER UL GREENGUARD GOLD (FORMERLY THE GREENGUARD CHILDREN & SCHOOLS PROGRAM).3. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM.4. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, “STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,”VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350).4.504.5 COMPOSITE WOOD PRODUCTSHARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB’S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5.4.504.5.1 DOCUMENTATIONVERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING:1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS.2. CHAIN OF CUSTODY CERTIFICATIONS.3. PRODUCT LABELED AND INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE CCR, TITLE 17, SECTION 93120, ET SEQ.).4. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS-1 OR PS-2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN AS/NZS 2269, EUROPEAN 636 3S, AND CANADIAN CSA O121, CSA O151, CSA O153 AND CSA O325 STANDARDS.5. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY.4.505 INTERIOR MOISTURE CONTROL4.505.1 GENERALBUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA BUILDING STANDARDS CODE.4.505.2 CONCRETE SLAB FOUNDATIONSCONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE CHAPTER 19 OR CONCRETE SLAB-ON-GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY WITH THIS SECTION.4.505.2.1 CAPILLARY BREAKA CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING:1. A 4-INCH-THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06.2. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY.3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL.DIVISION 4.5 ENVIORNMENTAL QUALITYCONTINUED4.505.3 MOISTURE CONTENT OF A BUILDINGBUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19-PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING:1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE-TYPE OR CONTACT-TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY AND SHALL SATISFY REQUIREMENTS FOUND IN SECTION 101.8 OF THIS CODE.2. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET (1219 MM) FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED.3. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING.INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET-APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS’DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE.702.1 INSTALLER TRAININGHVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL HVACSYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF ACCEPTABLE HVAC TRAINING AND CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:1. STATE CERTIFIED APPRENTICESHIP PROGRAMS.2. PUBLIC UTILITY TRAINING PROGRAMS.3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS.4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS.5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.702.2 SPECIAL INSPECTION [HCD]WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER CERTIFICATIONS OR QUALIFICATIONS ACCEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE QUALIFICATIONS OF A SPECIAL INSPECTOR:1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD PUBLISHER.2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH AS HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, AND HOME ENERGY AUDITORS.3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE APPROPRIATE TRADE.4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.NOTES:1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE.2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION (CEC) TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS).[BSC] WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATEDTO THE PRIMARY JOB FUNCTION, AS DETERMINED BY THE LOCAL AGENCY.NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE.703.1 DOCUMENTATION.DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED APPLICABLE CHECKLIST.CHAPTER 7 - INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS702 QUALIFICATIONS703 VERIFICATIONSDDDDDDDDDDDDDDDDDDDDDDDRAL APPLICATIONS-ADHESIVE VOC LIMIT- ADHESIVE VOC LIMITDPET ADHEDADHESIVEDRPET ADHDRING ADHDORING ADDDHESIVESD ADHESIVDCURRENT D50D50D150D100D60D50D65ESS EXEMPT COMPOUNDS IN GRAMS PER LITER)ESS EXEMPT COMPOUNDS IN GRAMS PER LITER)DHALT TILEDD PANEL ADDHESIVESDSE CONSTDRARARARARARARARARARAAARRSTAINSA50RSTONE CONSOLIDAA450RSWIMMING POOL COAA340RC MARKING COAA100RB AND TILE REFINISH A420RWATERPROOFING MEMBA250RGSA275RWOOD PRESERVATIVESA350RRRPRIMERSA34R1. RAGRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND RAINCLUDINR2. RATHE SPECIFIED LIMITS REMAIN IN EFFECT ENLESS REVISED LIMITS RAARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLERRAALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY RAE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL RAINGS SUGGESTED CONTROL MEASURE, FEBUARY 1, 2008. RANFORMATION IS AVAILABLE FROM THRARARATABLE 4.504.5 -FORMALDEHYDE LIMITSALDEHYDE LIMITS11(MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION)ONS IN PARTS PER MILLION)AFTDGLAZINGDDOOF MEMDDSIVES NOD0D50D50D70D100D250D50DPPLICATIONSDGDGDCURRENTDDTAR4.507 ENVIROMENTAL COMFORTROMENFTWITH THE CALIFORNIA ENERGY CODE.AFRVEDAFING AND FFTAFAND AIRF-FTCONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED ANTAFTEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS:FTHE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO FNSI/ACCA 2 MANUAL JF——FT2016 (RESIDENTIAL LOAD CALCULATION), FTSHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE FR METHOFTUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL F—FT2016 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR FTTHER EQFTELECT HEATING AND COOLING EQUIPMENT ACCORDING TO FNSI/ACCAFFTFTELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR FETHODSAFEXCEPTION: FTUSE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO AFTENSURE THE SYSTTPT4. TOTNOTETTTTTTTTTTTTTTTT87
24' - 0"16' - 0"11' - 0"22' - 0"PLAN 1-FOOTPRINTPLAN 6-1-CAR GARAGE CONVERSION15' - 0"36' - 0"PLAN 2-FOOTPRINTPLAN 3-FOOTPRINT37' - 0"26' - 0"24' - 0"22' - 0"PLAN 4-FOOTPRINT38' - 0"27' - 0"21' - 0"21' - 0"PLAN 7-2-CAR GARAGE CONVERSION32' - 0"21' - 0"PLAN 5-FOOTPRINTPLAN 8-2-CAR GARAGE CONVERSION12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:29 PM$5&+,7(&785$/6,7(3/$1352727<3($'8&,7<2)'8%/,1&$85 $660%: 60&'352727<3( ,1,7,$/68%0,77$/1" = 10'-0"A1-201AS101FLOOR PLAN1DRAFTTTT88
125(9,6,21 '$7(352-(&70$1$*(5'5$:1%<&+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:16 PM3(563(&7,9(6352727<3($'8&,7<2)'8%/,1&$85 $60%: 60&'352727<3( ,1,7,$/68%0,77$/DRA89
WasherDryerHWCWEXTERIOR-5 1/2" WOOD STUD W/ PLYWOOD SHEATHING AND STUCCO, ONE LAYER GYPSUM WALL BOARD INTERIOR.INTERIOR-5 1/2" WOOD STUD W/ONE LAYER GYPSUM WALL BOARD EACH SIDE.INTERIOR-3 1/2" WOOD STUD W/ONE LAYER GYPSUM WALL BOARD EACH SIDE.CEILING HEIGHT10'-0"2A1-201LIVINGKITCHENAABB221116' - 0"24' - 0"16' - 0"24' - 0"4' - 8"5' - 6"3' - 10"6' - 0"2' - 0"23111A1-2013A1-2014A1-2015A1-2016A1-2011A1-2021A1-2032A1-2022A1-2033A1-2023A1-2034A1-2024A1-2036A1-2025A1-2036A1-2035A1-2025' - 6"8' - 9"9' - 9"12' - 6"3' - 6"8' - 0"4' - 6"5' - 10"10' - 2"9' - 2"11' - 10"3' - 0"BATHOPT. BEDROOM234A01B01A05B05B04A06C01C12B06C01OPTIONAL WALL AND DOOR30" MINLIVINGKITCHENBATHOPT. BEDROOMW.I.C.2" / 1'-0"2" / 1'-0"[No Slope][No Slope][No Slope]8' - 0"8' - 0"8' - 0"LIVINGKITCHENBATHOPT. BEDROOMW.I.C.[No Slope][No Slope]8' - 0"8' - 0"1" / 1'-0"1" / 1'-0"12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:17 PM)/2253/$1 5&3352727<3($'8&,7<2)'8%/,1&$85 $60%: 60&'352727<3( ,1,7,$/68%0,77$/FLOOR PLAN NOTESKEYNOTESLEGEND1. DIMENSIONS ARE TO FACE OF FRAMING U.N.O2. REFER TO STRUCTURAL PLANSFOR FURTHER FRAMING INFORMATION.3. REFER TO ELECTRICAL & MECHANICAL PLANS FOR FURTHER INFORMATION.4. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FORCOORDINATION PURPOSES ONLY.5. REFER TO FINISH PLAN AND SCHEDULE FOR INTERIOR WALL, CEILING ANDFLOOR FINSH INFORMATION.6. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALLMOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS,SHELVING AND BATHROOM FIXTURES.7. PROVIDE FIRE BLOCKING FOR WALL CAVITIES THAT EXCEED CBC HEIGHTLIMITATION.1. BORDERS AT LAY-IN ACOUSTICAL CEILING PANELS SHALL BE CUT TO MATCHFACTORY EDGE PROFILE. NO EXPOSED FASTENERS SHALL BE PERMITTEDINCLUDING POP RIVETS AND TAPPETS.2. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB TO FINISH FACEOF GWB OR FACE OF CEILING GRID AS INDICATED ON THE REFLECTED CEILINGPLAN, UON.3. ALL LIGHT FIXTURES ARE TO BE INSTALLED ACCORDING TO THEARCHITECTURAL REFLECTED CEILING PLAN. ARCHITECT TO REVIEW CEILINGLAYOUT INCLUDING BULKHEADS AND GRID PRIOR TO INSTALLATION.4. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.5. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.6. REFER TO FLOOR PLAN FOR ELEVATION AND SECTION REFERENCES.RCP NOTES1/4" = 1'-0"A1-201A1-101FLOOR PLAN11/4" = 1'-0"A1-201A1-101RCP-SPANISH & TRADITIONAL2WINDOW SCHEDULENO. TYPESIZEHEADHEIGHTNOTESWIDTH HEIGHT1 SLIDER 4' - 0" 3' - 6" 6' - 8"2 SLIDER 4' - 0" 4' - 0" 6' - 8" 1 (WHEN OPT. BEDROOM WALL ISUSED)3 SLIDER 4' - 0" 4' - 0" 6' - 8"NO. TYPESIZENOTESWIDTH HEIGHT1EXTERIORENTRY3' - 0" 6' - 8" 52 INTERIOR 2' - 8" 6' - 8" 43 INTERIOR 2' - 8" 6' - 8"4 INTERIOR 2' - 6" 6' - 8"DOOR SCHEDULE1/4" = 1'-0"A1-201A1-101RCP-CONTEMPORARY31. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS.2. CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES PRIOR TO FABRICATION OF ROUGH OPENINGS.3. REFER TO ENERGY COMPLIANCE REPORTS FOR U-FACTOR, SHGC AND ADDITIONAL WINDOW REQUIREMENTS.4. ALL GLAZING IS DOUBLE PANE UNLESS OTHERWISE NOTED. WINDOW NOTES1. REQUIRED EGRESS WINDOW. REFER TO GENERAL NOTE #6 FOR ADDITIONAL INFORMATION.2. WINDOW INCLUDES BOTH PANES TEMPERED GLAZING.3. MULLED WINDOW ASSEMBLY.4. OPTIONAL WINDOW.5. OBSCURE.WINDOW REMARKS1. FIRE RATED DOOR. REFER TO GENERAL DOOR NOTE #52. GLAZING PER DOOR TYPES. TEMPERED.3. PROVIDE 100 SQ INCHES OF VENTING IN DOOR OR BY OTHER APPROVED MEANS.4. OPTIONAL DOOR.5. OPTIONAL GLAZING IN DOOR. TEMPERED (BOTH PANES).DOOR REMARKS1. REFER TO GENERAL NOTES SHEET G-102 FOR ADDITIONAL REQUIREMENTS2. REFER TO PLANS FOR LOCATION OF DOORS.3. VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER SPECIFICATIONS PRIOR TO CONSTRUCTION.4. CONTRACTOR TO VERIFY ACTUAL DOOR SIZE TO FIT FINISH OPENING PRIOR TO FABRICATION OF DOOR AND FINISH OPENING.5. FIRE RATED DOORS SHALL BE SOLID WOOD OR SOLID HONEYCOMB CORE STEEL DOOR 1-3/8" THICK OR COMPLIANT WITH 2019 CRC SECTION R302.5.1. DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING WITH WEATHER STRIPPING TO BE TIGHT FITTING.6. GLAZING IN DOORS SHALL BE TEMPERED PER SECTION R308.4.1.GENERAL NOTESA01 30" WIDE FREE STANDING ELECTRIC RANGE OVEN. VENT TOEXTERIOR, STAINLESS STEEL.A05 REFRIGERATOR LOCATION. PROVIDE 42"" SPACE WITH ROUGHPLUMBING FOR ICE MAKER (RECESS IN WALL).A06 STACKED WASHER/DRYER MACHINE LOCATION. PROVIDE WASTEAND WATER IN RECESSED WALL BOX. PROVIDE DRYER VENT. VENTTO OUTSIDE AIR.B01 30" SINGLE COMPARTMENT UNDER-MOUNT KITCHEN SINK W/GARBAGE DISPOSAL. REFER TO WATER EFFICIENCYREQUIREMENTS ON CALGREEN CODE NOTES SHEET.B04 LAVATORY SINK. REFER TO WATER EFFICIENCY REQUIREMENTSON CALGREEN CODE NOTES SHEETS.B05 WATER CLOSET. REFER TO WATER EFFICIENCY REQUIREMENTS ONCALGREEN CODE NOTES SHEETS.B06 32" x 60" x 72" TUB AND SHOWER COMBINATION. MODEL BYBUILDER. PROVIDE SHOWER ROD.C01 SINGLE WOOD SHELF AND POLE.C12 34 1/2" HIGH BASE CABINET AND COUNTERTOP.AREASAREAS-PLAN 1Comments AreaPLAN 1-STUDIO 387 SFDRAFTDDRAFTDATRRR2RRR201RRRRRRRRRRRRRRRRRDDDDDDDDDDRRRRRDDDDR16' RRRRRRRRRRR4' - 8"RRR202RRRRRDD1DA1D-DDDDDDDRAFTDRRRRRRRRRRRDDDDDD5RTTTKEYDDDDDD1/4" = 1'-0"= 1'-0"A1-201A1-101RCP-SPANISH & TRADITIONALRCP-SPANISH & TRADIT2DRADAAFTAFTTA1. AFTO FLOOR A2. AFTAFTCTOR TO VERIFY EXACT ROUGH OPENING SIZES PRIOR TO AFTION OF RA3. AFTREFER TO ENERGYTTAND AFADDITIONAL WINDA4AFTALL GLAZING IS DOWINDOW NOTESDOWAATTAAFTED DOOR. REFER TO GENERAL DOOR NOTE #5AAFPER DOOR TYPES. TEMPERED.AAFT100 SQ INCHES OF VENTING IN DOOR OR BY OTHER APPROVED AAAFL DOOR.AAFTL GLAZINGA01A05ATTTTTTTTTTPLAN 1-ST90
WasherDryerVPPJWPGFIGFIGFI240VGFI+42"220VWPGFIGFI+42"GFIGFIGFIGFIHWSD/MAGFIFJFGFIGFICWGFIGFI+42"GFI GFIGFITVTGFI240VGFIGFI240VGFI240VGFIGFI240VGFI240VGFIGFI240VGFI240VGFIGFIGFI+42"GFI240V240V240V240VGFI+42"SAWasherDryerCWCHIMETTV220VGFIWPGFIJPBSDSD/MAD4OS3JFLVRPFLVPFLFL+84CWGHBHBSOVHWIMGDWFAKITCHEN?OPT. BEDROOMLIVINGBATHCLW.I.C.LIVINGKITCHENBATHOPT. BEDROOMCLW.I.C.A10B14B18A06DUPLEX OUTLETARC-FAULT CIRCUIT INTERRUPTERDUPLEX OUTLET220 VOLTSDUPLEX OUTLETGROUND FAULT INTERRUPTERDUPLEX OUTLETWATERPROOF GROUND FAULT INTERRUPTERDUPLEX OUTLETAFCI-HALF HOTELECTRICAL JUNCTION BOXDOOR BELL BUTTON/GARAGE DOOR OPENER BUTTONTELEPHONE LOCATIONCABLE TELEVISION LOCATIONSMOKE DETECTOR/ALARMCOMBINATION SMOKE/CARBON MONOXIDE FORCED AIR UNIT, PROVIDE LIGHT, SWITCH, DEDICATED 110 OUTLET IN ATTICELECTRICAL SWITCHELECTRICAL SWITCH-THREE WAYELECTRICAL SWITCH-FOUR WAYELECTRICAL SWITCH-VACANCYSENSORELECTRICAL SWITCH-DIMMERDOOR BELL CHIMECOLD WATER STUB OUTHOT WATER STUB OUTWATER HOSE BIBBWATER HOSE BIBB WITH SHUT OF VALVEICE MACHINE STUB OUTGAS STUB OUTCEILING FAN OPTIONAL(PRE WIRE FOR CEILING FAN ONLY)EXHAUST FANEXHAUST FAN/LIGHT COMBINATIONPENDANT LIGHTRECESSED DOWNLIGHTRECESSEDHIGH-EFFICACY DOWNLIGHTRECESSED DOWNLIGHT-VAPOR PROOFSURFACE MOUNTED HIGH-EFFICACY LIGHTWALL MOUNTED LIGHTWALL MOUNTED HIGH-EFFICACY LIGHTUNDER CABINET HIGH-EFFICACYLIGHTSURFACE MOUNTEDHIGH-EFFICACY LIGHT22"X30" MIN. CEILING ACCESS PANELDUPLEX OUTLETARC FAULT INTERRUPTERDUPLEX OUTLETMICROWAVEDUPLEX OUTLETDISH WASHERELECTRICAL SWITCH-FANASTRONOMICAL TIME SWITCHELECTRICAL WIRING12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:18 PM0(&+$1,&$/$1'(/(&75,&$/3/$16352727<3($'8&,7<2)'8%/,1&$85 $60%: 60&'352727<3( ,1,7,$/68%0,77$/1/4" = 1'-0"A1-201A1-111ELECTRICAL PLAN11/4" = 1'-0"A1-201A1-111MECHANICAL PLAN2ELECTRICAL LEGENDKEYNOTES1. REFER TO GENERAL NOTES SHEET G-102 FOR ADDITIONAL REQUIREMENTS2. SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.3. REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.4. REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.5. REFER TO PLOT PLAN FOR PLAN TYPE, ELEVATION STYLE AND COLOR SCHEME.6. THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH CRC TABLE R703.3(1).7. ANCHORED VENEER, BRICK, CONCRETE, MASONRY OR STONE IN ACCORDANCE WITH CRC R703.88. ADHERED VENEER, CONCRETE, STONE OR MASONRY IN ACCORDANCE WITH CRC R703.129. EXTERIOR PLASTER (STUCCO) INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF CRC R703.7 AND COMPLIANCE WITH ASTM C926 AND ASTM C1063, STANDARD SPECIFICATIONS FOR INSTALLATION OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR PORTLAND CEMENT-BASED PLASTER, INCLUDING INSTALLATION OF CONTROL JOINTS.10. GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH CRC TABLE R602.3.11. CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH CRC R703.15. REFER TO CRC R703.8 FOR ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM SHEATHING.GENERAL NOTESA06 STACKED WASHER/DRYER MACHINE LOCATION. PROVIDE WASTEAND WATER IN RECESSED WALL BOX. PROVIDE DRYER VENT. VENTTO OUTSIDE AIR.A10 (50) CFM MIN. INTERMITTENT VENTILATION HOOD.B14 50 GALLON TANK TYPE ELECTRIC WATER HEATER.B18 ELECTRIC PANEL TBD.DRAFTTTTTT3TTTTDDDDTD1/4" = 1'-0"'-0"A1-201A1-111A1-201A1-AMECHANICAL PLANECHANICAL PL22RAFTTTTELE91
HEIGHT OF TOP OF ROOFING SURFACE (INCLUDING CRICKETS AND INSULATION)10'-0"1/2":1'-0"ROOF SLOPEROOF VENT -O'HAGIN S-TILE VENTAABB22114" / 1'-0"EAVE1' - 0"EAVE1' - 0"EAVE1' - 0"EAVE1' - 0"TYP.H0816' - 0"24' - 0"16' - 0"24' - 0"11AD-90313AD-9034" / 1'-0"AABB22111" / 1'-0"1' - 0"1' - 0"1' - 0"24' - 0"16' - 0"24' - 0"16' - 0"21AD-90322AD-903AABB22114" / 1'-0"4" / 1'-0"EAVE1' - 0"EAVE1' - 0"EAVE1' - 0"24' - 0"16' - 0"24' - 0"16' - 0"21AD-90322AD-9034" / 1'-0"4" / 1'-0"12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:19 PM522)3/$16352727<3($'8&,7<2)'8%/,1&$85 $60%: 60&'352727<3( ,1,7,$/68%0,77$/GENERAL NOTESLEGENDH08 ATTIC VENT. PAINT FINISH TO MATCH ROOF COLOR. REFER TOCOLORS AND MATERIALS.1. ALL ROOFING SHALL BE CLASS A RATED2. REFER TO STRUCTURAL PLANS FOR ROOF FRAMING INFORMATIONINCLUDING MEMBER SIZES AND CONNECTION HARDWARE.3. REFER TO ELECTRICAL PLANS FOR POWER DISTRIBUTION TO ROOFMOUNTED EQUIPMENT.4. REFER TO MECHANICAL PLANS FOR ROOF MOUNTED EQUIPMENT LOCATIONAND TYPE.5. REFER TO PLUMBING PLANS FOR ROOF VENT PENETRATION.6. PROVIDE A MINIMUM OF 1 INCH OF AIRSPACE BETWEEN THE INSULATION ANDROOF SHEATHING.1/4" = 1'-0"A1-201A1-1211-STUDIO ADU ROOF PLAN-SPANISH11/4" = 1'-0"A1-201A1-1211-STUDIO ADU ROOF PLAN-MODERN31/4" = 1'-0"A1-201A1-1211-STUDIO ADU ROOF PLAN-TRADITIONAL2ROOF VENTILATION - REQUIRED - STUDIOATTIC ZONE AREA FACTOR REQUIRED SIATTIC-STUDIO 387 SF 0.0033 186 in²VENTING REQUIREDVENTING PROPOSEDATTIC ZONE NUMBER VENT TYPE FREE AREASTUDIO 4 S-TILE O'HAGIN 390.00 in²LOW 390.00 in²390.00 in²DRAFTTRDRAFTFFFFFAAAAAAFFFFFAAAAADDADDDDDDDDDDDDFFFFFFFFFAABAAAAAAAFFEAVEFAFFRAFFFAAAAA16' - 0"AAA21AD-903RRRRRRT1/4" = 1'-0"1/4" = 1'-0"A1-201A1-121A1-201A1-121A1-STUDIO ADU ROOF PLAN-SPANISH-STUDIO ADU ROOF PLAN-SPANISH1RAFTTVEVETTTTTATTICSTUDIOLOW92
01-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"ABL05K02K02L02T18M02M02AD-9043101-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"ABK02L05T18M02M02AD-90111AD-9041101-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"21K01H08H08K0224' - 0"M02M0201-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"21K01L05K02H08H08M02M02T19T18H0914AD-902L1301-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"ABLIVINGHEEL HT0' - 10"8' - 1"BATHS01T01U02S04U06U11T18S04T02T0201-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"21OPT. BEDROOM KITCHENLIVINGS04S01T18T02S04U11U11T18U06STUCCO6" LAP SIDING @ CONTEMPORARY8" -10" LAP SIDING @ TRADITIONALPLASTERSHINGLE ACCENT @ TRADITIONAL FOR GABLE FACES12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:21 PM(;7(5,25(/(9$7,216 %8,/',1*6(&7,21352727<3($'8&,7<2)'8%/,1&$85 $60%: 60&'352727<3( ,1,7,$/68%0,77$/1/4" = 1'-0"A1-101A1-201NORTH ELEVATION21/4" = 1'-0"A1-101A1-2011-STUDIO-FRONT-SPANISH31/4" = 1'-0"A1-101A1-2011-STUDIO-LEFT-SPANISH41/4" = 1'-0"A1-101A1-2011-STUDIO-RIGHT-SPANISH1KEYNOTESLEGEND1/4" = 1'-0"A1-101A1-2011-STUDIO-SECTION 1-SPANISH51/4" = 1'-0"A1-101A1-2011-STUDIO-SECTION 2-SPANISH61. REFER TO GENERAL NOTES SHEET G-102 FOR ADDITIONAL REQUIREMENTS2. SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.3. REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.4. REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.5. REFER TO PLOT PLAN FOR PLAN TYPE, ELEVATION STYLE AND COLOR SCHEME.6. THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH CRC TABLE R703.3(1).7. ANCHORED VENEER, BRICK, CONCRETE, MASONRY OR STONE IN ACCORDANCE WITH CRC R703.88. ADHERED VENEER, CONCRETE, STONE OR MASONRY IN ACCORDANCE WITH CRC R703.129. EXTERIOR PLASTER (STUCCO) INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF CRC R703.7 AND COMPLIANCE WITH ASTM C926 AND ASTM C1063, STANDARD SPECIFICATIONS FOR INSTALLATION OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR PORTLAND CEMENT-BASED PLASTER, INCLUDING INSTALLATION OF CONTROL JOINTS.10. GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH CRC TABLE R602.3.11. CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH CRC R703.15. REFER TO CRC R703.8 FOR ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM SHEATHING.GENERAL NOTESH08 ATTIC VENT. PAINT FINISH TO MATCH ROOF COLOR. REFER TOCOLORS AND MATERIALS.H09 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TOPREVENT ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PERCRC R327.5.4K01 CONCRETE S-TILE.K02 1-COAT OMEGA CEMENT PLASTER SYSTEM O/ WATER RESISTIVEBARRIER PER CRC 703.7.3. EXTERIOR BUILDING FINISH SHALL BE INCOMPLIANCE WITH 2019 CRC R337.L02 2x8 FASCIA. PRIME ALL SIDES.L05 4x8 FASCIA. PRIME ALL SIDES.L13 EXTERIOR LIGHT SCHEME A. DARK SKY AND TITLE 24 COMPLIANT.M02 DOWNSPOUT. CONNECT TO STORM DRAIN SYSTEMS01 CEILING INSULATION. REFER TO TITLE 24 (R-30 MIN.).S04 2X6 WALL INSULATION. REFER TO TITLE 24 (R-15 MIN.)T01 2X4 WOOD STUD WALL. REFER TO STRUCTURAL.T02 2X6 WOOD STUD WALL. REFER TO STRUCTURAL.T18 WINDOW PER SCHEDULE.T19 DOOR PER SCHEDULE.U02 WOOD TRUSS. REFER TO STRUCTURAL.U06 CONCRETE SLAB FOUNDATIONU11 WOOD BEAM / HEADER, REFER TO STRUCTURAL.DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRDDDDRAFTAFAFFAAFAFAAAAAAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAAAAAAAFAAAAAAFAAAAAAAAFAAAAAAAAAAAAAAAFAAAAAAAAFAAAAAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAFAAAAAAAAAAAFAAAAAAAAAAAAAAAAAAAAAAFAAAAAAAAAAAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFAAAAAFAAAFAAAFFAAFAAFAFFFFFFFFFFFFFFFFAFFAFFAFAAAFAAAFFAAAAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFFFFAAAAFAFAAAAAAAAAAAAAAAFAAAAAAAFFFFFFFFFFAFFAFFFFFFFFFFFFFFAAAAAAAAAAAAFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFAAAAAATDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDTRTDRAAAAAAAAAAAAAAAAAAAAAAAAFTTTTTTTTTTFFFTTTTTTT16' T-T0"TTTTTTTTTFFFTTTTFFFFFFFFFAAAAAAFAFFFFFFFFFFFFFFFAARAARRRRRAAD-901D0AD990AA1111AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFAD-90411FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFD0DDDDDDDDDDDDDD01D-DPLATD8' D-DDDDDDDDDDDDD2DDDDDDDDDDT01T01T02T02T18T18T19U02U06U1193
01-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"ABK09K09L05L15T1801-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"AB8' - 1"K09L02K09L15T18AD-9013101-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"218' - 1"K05K09H08K05K09M0201-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"21K05K05K09H08L15T1824AD-902L14M02M02H0901-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"21OPT. BEDROOM LIVING KITCHENU11T18S04T02U11T18S04T02S02U0601-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"ABLIVINGBATHS04U06U11T18S04T02T02S03U02STUCCO6" LAP SIDING @ CONTEMPORARY8" -10" LAP SIDING @ TRADITIONALPLASTERSHINGLE ACCENT @ TRADITIONAL FOR GABLE FACES12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:22 PM(;7(5,25(/(9$7,216 %8,/',1*6(&7,21352727<3($'8&,7<2)'8%/,1&$85 $60%: 60&'352727<3( ,1,7,$/68%0,77$/KEYNOTESLEGEND1/4" = 1'-0"A1-101A1-202NORTH ELEVATION11/4" = 1'-0"A1-101A1-2021-STUDIO-FRONT-TRADITIONAL21/4" = 1'-0"A1-101A1-2021-STUDIO-LEFT-TRADITIONAL31/4" = 1'-0"A1-101A1-2021-STUDIO-RIGHT-TRADITIONAL41/4" = 1'-0"A1-101A1-2021-STUDIO-SECTION 2-TRADITIONAL51/4" = 1'-0"A1-101A1-2021-STUDIO-SECTION 1-TRADITIONAL61. REFER TO GENERAL NOTES SHEET G-102 FOR ADDITIONAL REQUIREMENTS2. SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.3. REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.4. REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.5. REFER TO PLOT PLAN FOR PLAN TYPE, ELEVATION STYLE AND COLOR SCHEME.6. THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH CRC TABLE R703.3(1).7. ANCHORED VENEER, BRICK, CONCRETE, MASONRY OR STONE IN ACCORDANCE WITH CRC R703.88. ADHERED VENEER, CONCRETE, STONE OR MASONRY IN ACCORDANCE WITH CRC R703.129. EXTERIOR PLASTER (STUCCO) INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF CRC R703.7 AND COMPLIANCE WITH ASTM C926 AND ASTM C1063, STANDARD SPECIFICATIONS FOR INSTALLATION OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR PORTLAND CEMENT-BASED PLASTER, INCLUDING INSTALLATION OF CONTROL JOINTS.10. GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH CRC TABLE R602.3.11. CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH CRC R703.15. REFER TO CRC R703.8 FOR ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM SHEATHING.GENERAL NOTESH08 ATTIC VENT. PAINT FINISH TO MATCH ROOF COLOR. REFER TOCOLORS AND MATERIALS.H09 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENTACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRCR327.5.4K05 CLASS A ASPHALT COMPOSITE ROOF SHINGLES. GAF TIMBERLINEHD OR APROVED EQUAL. THE USE OF CLASS A TILE ROOFING ISALSO ALLOWED AND HAS BEEN ACCOUNTED FOR IN STRUCTURALROOF LOADS.K09 FIBER CEMENT HOROZONTAL SIDING, IN COMPLIANCE WITH 2019CRC R337L02 2x8 FASCIA. PRIME ALL SIDES.L05 4x8 FASCIA. PRIME ALL SIDES.L14 EXTERIOR LIGHT SCHEME B. DARK SKY AND TITLE 24 COMPLIANT.L15 WIN/DOOR SURROUNDSM02 DOWNSPOUT. CONNECT TO STORM DRAIN SYSTEMS02 HORIZONTAL FLOOR INSULATION. REFER TO TITLE 24 (R-19 MIN.).S03 ROOF INSULATION. REFER TO TITLE 24 (R-19 MIN.).S04 2X6 WALL INSULATION. REFER TO TITLE 24 (R-15 MIN.)T02 2X6 WOOD STUD WALL. REFER TO STRUCTURAL.T18 WINDOW PER SCHEDULE.U02 WOOD TRUSS. REFER TO STRUCTURAL.U06 CONCRETE SLAB FOUNDATIONU11 WOOD BEAM / HEADER, REFER TO STRUCTURAL.DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRAFTAAAFFFAAAFAFAFAFAAFAAFAAFAAFAAFAAFAAFAFAFAFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFAAAAAAAAAAAFAAAAAAAAAAAAAAAFAFFFAFFFFFFFFAFFFFFFFFFFFFFFFFAAAAAAAAAAFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFAFTDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDTRTTTTTOUNDTFLOORTTTT16' T-T0"AAAAAAAAAATTTTTTPLATET8' T-T1"FFTTTTTFAAAAAAAAAAAAAAAAAFFFFFFFFFAAFAFFFFFFAAAAAAAFFAFFFFFFAAAD-901AD 901A3131AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAADDDDDDDD01D-DPLAD8' D-DDDDDDDDDDDD8'-1DDDDDDDDDDDDDDDDDDDM02M02S02S02S03S03S04T02T18U02U06U1194
01-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"ABM02K09K10L15T18L0201-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"ABM02T18K09L15L02AD-9013101-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"21K05K09TYP.H08M02M02H0901-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"21K09K09L15T18T19L15L0224AD-90201-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"ABBATH LIVINGS04U06U11T18S04T02T02S0101-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"21OPT. BEDROOMLIVINGKITCHENS04T02T18U11T18S04T02U11U02U06T19STUCCO6" LAP SIDING @ CONTEMPORARY8" -10" LAP SIDING @ TRADITIONALPLASTERSHINGLE ACCENT @ TRADITIONAL FOR GABLE FACES12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:23 PM(;7(5,25(/(9$7,216 %8,/',1*6(&7,21352727<3($'8&,7<2)'8%/,1&$85 $60%: 60&'352727<3( ,1,7,$/68%0,77$/KEYNOTESLEGEND1/4" = 1'-0"A1-101A1-203NORTH ELEVATION11/4" = 1'-0"A1-101A1-2031-STUDIO-FRONT-CONTEMPORARY21/4" = 1'-0"A1-101A1-2031-STUDIO-LEFT-CONTEMPORARY31/4" = 1'-0"A1-101A1-2031-STUDIO-RIGHT-CONTEMPORARY41/4" = 1'-0"A1-101A1-2031-STUDIO-SECTION 1-CONTEMPORARY51/4" = 1'-0"A1-101A1-2031-STUDIO-SECTION 2-CONTEMPORARY61. REFER TO GENERAL NOTES SHEET G-102 FOR ADDITIONAL REQUIREMENTS2. SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.3. REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.4. REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.5. REFER TO PLOT PLAN FOR PLAN TYPE, ELEVATION STYLE AND COLOR SCHEME.6. THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH CRC TABLE R703.3(1).7. ANCHORED VENEER, BRICK, CONCRETE, MASONRY OR STONE IN ACCORDANCE WITH CRC R703.88. ADHERED VENEER, CONCRETE, STONE OR MASONRY IN ACCORDANCE WITH CRC R703.129. EXTERIOR PLASTER (STUCCO) INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF CRC R703.7 AND COMPLIANCE WITH ASTM C926 AND ASTM C1063, STANDARD SPECIFICATIONS FOR INSTALLATION OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR PORTLAND CEMENT-BASED PLASTER, INCLUDING INSTALLATION OF CONTROL JOINTS.10. GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH CRC TABLE R602.3.11. CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH CRC R703.15. REFER TO CRC R703.8 FOR ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM SHEATHING.GENERAL NOTESH08 ATTIC VENT. PAINT FINISH TO MATCH ROOF COLOR. REFER TOCOLORS AND MATERIALS.H09 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TO PREVENTACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PER CRCR327.5.4K05 CLASS A ASPHALT COMPOSITE ROOF SHINGLES. GAF TIMBERLINEHD OR APROVED EQUAL. THE USE OF CLASS A TILE ROOFING ISALSO ALLOWED AND HAS BEEN ACCOUNTED FOR IN STRUCTURALROOF LOADS.K09 FIBER CEMENT HOROZONTAL SIDING, IN COMPLIANCE WITH 2019CRC R337K10 3-COAT CEMENT PLASTER SYSTEM O/ LATH O/ WATER RESISTIVEBARRIER PER CRC 703.7.3. EXTERIOR BUILDING FINISH SHALL BE INCOMPLIANCE WITH 2019 CRC R337.L02 2x8 FASCIA. PRIME ALL SIDES.L15 WIN/DOOR SURROUNDSM02 DOWNSPOUT. CONNECT TO STORM DRAIN SYSTEMS01 CEILING INSULATION. REFER TO TITLE 24 (R-30 MIN.).S04 2X6 WALL INSULATION. REFER TO TITLE 24 (R-15 MIN.)T02 2X6 WOOD STUD WALL. REFER TO STRUCTURAL.T18 WINDOW PER SCHEDULE.T19 DOOR PER SCHEDULE.U02 WOOD TRUSS. REFER TO STRUCTURAL.U06 CONCRETE SLAB FOUNDATIONU11 WOOD BEAM / HEADER, REFER TO STRUCTURAL.DRDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRAFTAAAFFAFAFAFAAFAAFAAFAAFAAFAAFAFAFAFAFAFAAAAAAAAAAAAFAAAAAAFFAFAFAAAAFAFAAAAAAAAAAAAAAFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFAAAAFAFFFFFTTRTTTTTTOUNDTFLOORTTTFFTTTTTTTT16' T-T0"TTTTTTPLATET8' T-T1"FFTTTTTAAAAAAAAAAAAAAAAAAAAAAAAAA9AAAAAAAAAAAAAAAAAAFFAD-901AD 9013131AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAADDDDDDDDDDDDDDD01D-DPLATD8' D-DDDDDDDDDDDDDDDDDDDDDDTYP.DDH08DDDDDDDDDL15L15M02M02S01S01S04S04T02T18T19U02U06U1195
567%%1«1«.#6*1«$.&)«2#2'4:«567&«9#..$'.19«$'#/2156«$'.192418+&'««/+0«.#2«#0&%#7.-«#4170&«$'#/«9«$'#/«2'4«2.#05)5/«.#2««5+&'5«#6«$'#/«61%#7.-+0) «#..« 2418+&'«/+0«Z«2156$'#/«2'4«2.#052418+&'««/+0«.#2«18'4$7+.&+0)«2#2'4«/+0«.#2«.#2GSM FLASHINGELEVATIONSECTION01«0#+.5«5*#..«2'0'64#6'«)5/«9+6*+0««1(«$'#/016'
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«51.&'4«#..«5'#/5'.'8#6+1055''1 1/2"3 1/2"SEE SCHEDULESEE SCHEDULE3 1/2"2"FIBER CEMENT TRIMNOTE: REFER TO HEAD/JAMB/SILL DETAILS FOR FLASHING AND MATERIAL TRANSITIONS3 1/2"12D-0113D0.0114D-013 1/2"SEE SCHEDULE3 1/2"SEE SCHEDULE12D-0113D-0114D-01NOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-02PLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOWWALL FINISH PER ELEVATIONS3/4" FIBER CEMENT TRIM BACKINGWATER RESISTIVE BARRIER PER CRC 703.7.3WINDOW FLASHING OVER BUILDING PAPERA CONTINUOUS BEAD OF SEALANT APPLIED TO THE WINDOW FLANGESLOPED FIBER CEMENT TRIM1 1/4" FIBER CEMENT TRIMINTERIOR DRYWALL FINISH WALL FINISH PER ELEVATIONS PLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGNOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS1 1/4" FIBER CEMENT TRIMWATER RESISTIVE BARRIER PER CRC 703.7.3, MIN. 6" LAP OVER FLASHINGWINDOWWINDOW FINBACKER ROD AND SEALANTEXTENDED WINDOW JAMBINTERIOR DRYWALL FINISHFLASHINGWALL FINISH PER ELEVATIONS PLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGNOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS1 1/4" FIBER CEMENT TRIMWATER RESISTIVE BARRIER PER CRC 703.7.3WINDOWWINDOW FINBACKER ROD AND SEALANTEXTENDED WINDOW JAMBINTERIOR DRYWALL FINISHSEE SCHEDULE3 1/2"FIBER CEMENT TRIMNOTE: REFER TO HEAD/JAMB/SILL DETAILS FOR FLASHING AND MATERIAL TRANSITIONS3 1/2"12D-0113D0.01SEE SCHEDULE3 1/2"STUCCOPLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOW1X4 MIN. FOAM TRIM. ATTACH FOAM TO BROWN COAT. APPLY COLOR COAT O/ FOAM SHAPEWATER RESISTIVE BARRIER PER CRC 703.7.3,MIN. 6" LAP OVER FLASHINGTWO CONTINUOUS BEADS OF SEALANT APPLIED TO THE WINDOW FLANGENOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-10WINDOW FLASHING O/ WINDOW FLANGESLOPE AWAY FROM WINDOWSMOOTH TROWELED STUCCO FINISH, ALL TRIMINTERIOR DRYWALL FINISH, 5/8" GWB PER OMEGA ESR REPORT PLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOW FRAMESTUCCOFOAM PROFILE. ATTACH FOAM TO BROWN COAT. APPLY COLOR COAT O/ FOAM SHAPEWINDOW FLANGE O/ WINDOW FLASHINGNOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-10WINDOW FLASHING OVER BLDG. PAPERFLASHING LAP O/ WATER RESISTIVE BARRIER PER CRC 703.7.3PROVIDE PLASTIC SHIMS TO LEVEL FINISHSLOPE AWAY FROM WINDOWSMOOTH TROWELED STUCCO TRIM, TYP.INTERIOR DRYWALL FINISH, 5/8" GWB PER OMEGA ESR REPORT STUCCOPLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOW1X4 MIN. FOAM TRIM. ATTACH FOAM TO BROWN COAT. APPLY COLOR COAT O/ FOAM SHAPEWATER RESISTIVE BARRIER PER CRC 703.7.3, MIN. 6" LAP OVER FLASHINGA CONTINUOUS BEAD OF SEALANT APPLIED TO THE WINDOW FLANGENOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-10WINDOW FLASHING O/ WINDOW FLANGESMOOTH TROWELED STUCCO FINISH ALL TRIMINTERIOR DRYWALL FINISH, 5/8" GWB PER OMEGA ESR REPORT HEADSIDING PER ELEVATIONPLYWOOD SHEATHING (WHERE OCCURS)WATER RESISTIVE BARRIER PER CRC 703.7.3, LAP OVER FLASHINGSLIDING DOOR AND FRAME SET IN A CONTINUOUS BEAD OF SEALANT.20 GA. G.I. FLASHING DRIP EDGETYP. CAULKING: SEE INSTALLATION1 1/4" FIBER CEMENT TRIM1 1/4" FIBER CEMENT TRIMINTERIOR DRYWALL FINISHSILLCONCRETE SLABAPPLY CONTINUOUS BEAD OF SEALANT TO UNDERSIDE OF THRESHOLD.ALUMINUM DOOR THRESHOLD OVER PVC LINER. SILICONE CAULK AT ALL SCREW HOLES.SIDING PER ELEVATIONPLYWOOD SHEATHING (WHERE OCCURS)WATER RESISTIVE BARRIER PER CRC 703.7.3SLIDING DOOR AND FRAME SET IN A CONTINUOUS BEAD OF SEALANT.TYP. CAULKING: SEE INSTALLATIONTYP. CAULKINGJAMB1 1/4" FIBER CEMENT TRIMSEE SCHEDULENOTE: REFER TO HEAD/JAMB/SILL DETAILS FOR FLASHING AND MATERIAL TRANSITIONS52D-0153D-01SEE SCHEDULE52D-01TRIM PER ELEVATION STYLE, REFER TO DETAIL 31&41/D-010' - 3 1/2"12" MOISTOP (OR "FUTURE FLASH") @ WALL FRAMING AND RETURNED INTO OPENING, FLASHED OVER "FLEX WRAP"."FLEX WRAP" OR APPROVED EQUAL OVER SILL AND UP JAMB AND ONTO FACE OF WALL6" TYPBEVELED WOOD SHIM. 1/4"/FT SLOPE. (VERIFY ROUGH OPENING TO ACCOMODATE SHIM)2x SILL FRAMING9" MOISTOP FLASHING PAPER (FOR FUTURE FLASH)BLDG WRAP/LATH PAPER TUCKED UP UNDER FLASHING (6" MIN LAP)REFER TO AAMA 2400-10 STANDARD PRACTICEW FOR INSTALLATION OF WINDOWS WITH MOUNTING FLANGES IN STUD CONSTRUCTION FOR ADDITIONAL REQUIREMENTS.FLASH'G PAPER, MOISTOP FLASHING OR EQUAL, (9" WIDE MIN.) O/ NAIL'G FIN @ TOP OF WINDOWS (HEAD) TYP. TWO CONTINUOUS BEADS OF MOISTOP SEALANT OR EQUAL UNDER FLASH'G PAPER (1) O/ NAIL'G FIN AND (1) AT TOP OF FLSH'G PAPER TYP.NAIL'G FIN.FLASH'G PAPER, MOISTOP FLASHING OR EQUAL, (9" WIDE MIN.) O/ WOOD FRM'G & UNDER NAIL'G FIN @ SIDE OF WINDOWS (JAMB) TYP.• 1 = INDICATES SEQUENCE FOR INSTALLATION.• 9" MOIST STOP FLASHING PAPER TYP. OF FLASH'G PAPER• THE ACTUAL NUMBER OF FLASH'G. PIECES REQUIRED IS DETERMINED BY THE RADIUS OF THE OPEN'G AND THE SIZE OF THE FLASH'G. (9" WIDE FLASH'G MIN.)• APPLY A CONTINUOUS BEAD OF SEALANT COMPLYING WITH AAMA 800 TO THE BACKSIDE (INTERIOR) OF THE WINDOW MOUNTING FLANGES • AT WINDOW HEAD, JAMBS AND SILL ALL CORROSIVE RESISTANT FASTENERS ARE TO BE NAILED THROUGH FIN NO CLOSER THAN 3" O.C. AND NOT MORE THAN 16" O.C.. FASTENERS SHALL BE WITHIN 10" FROM CORNERS.• NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOW5122443WINDOWWINDOWREFER TO AAMA 2400-10 STANDARD PRACTICEW FOR INSTALLATION OF WINDOWS WITH MOUNTING FLANGES IN STUD CONSTRUCTION FOR ADDITIONAL REQUIREMENTS.REFER TO TYPICAL CORNER WINDOW FLASHING DETAIL FOR ADDT'L INFO.SEE SCHEDULECEMENT PLASTER STUCCO, SMOOTH TROWELED, TYP.NOTE: REFER TO HEAD/JAMB/SILL DETAILS FOR FLASHING AND MATERIAL TRANSITIONSSEE SCHEDULE32D0.0133D0.0134D0.01HEADCEMENT PLASTER FINISHPLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOW1X4 MIN. FOAM TRIM. ATTACH FOAM TO BROWN COAT. APPLY COLOR COAT O/ FOAM SHAPEBUILDING PAPER OVER WINDOW FLASHING. 6" MIN LAPTWO CONTINUOUS BEADS OF SEALANT APPLIED TO THE WINDOW FLANGENOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-10WINDOW FLASHING O/ WINDOW FLANGESLOPE AWAY FROM WINDOWSMOOTH TROWELED STUCCO FINISH, ALL TRIMJAMBCEMENT PLASTER FINISHPLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOW1X4 MIN. FOAM TRIM. ATTACH FOAM TO BROWN COAT. APPLY COLOR COAT O/ FOAM SHAPEBUILDING PAPER OVER WINDOW FLASH'G & WINDOW FLANGE. 6" MIN LAPA CONTINUOUS BEAD OF SEALANT APPLIED TO THE WINDOW FLANGENOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-10WINDOW FLASHING O/ WINDOW FLANGESMOOTH TROWELED STUCCO FINISH ALL TRIMSILLPLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOW FRAMECEMENT PLASTER FINISHFOAM PROFILE. ATTACH FOAM TO BROWN COAT. APPLY COLOR COAT O/ FOAM SHAPEWINDOW FLANGE O/ WINDOW FLASHINGNOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-10WINDOW FLASHING OVER BLDG. PAPERBUILDING PAPER OVER WINDOW FLASHING. 6" MIN LAPPROVIDE PLASTIC SHIMS TO LEVEL FINISHSLOPE AWAY FROM WINDOWSMOOTH TROWELED STUCCO TRIM, TYP.%««««««««««01'.0#4)4'0«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
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:25 PM$5&+,7(&785$/'(7$,/6'2256 :,1'2:6352727<3($'8&,7<2)'8%/,1&$85 $' 60%: 60&'352727<3( ,1,7,$/68%0,77$/3/4" = 1'-0"A1-202AD-901DOOR TRIM-TRADIT. & CONTEMP.313" = 1'-0"AD-901TYP. WINDOW SILL-FIBER CEMENT343" = 1'-0"AD-901TYP. WINDOW HEAD-FIBER CEMENT323" = 1'-0"AD-901TYP. WINDOW JAMB-FIBER CEMENT333/4" = 1'-0"A1-201AD-901DOOR TRIM-SPANISH STYLE113" = 1'-0"AD-901TYP WINDOW HEAD-PLASTER123" = 1'-0"AD-901TYP WINDOW SILL-PLASTER143" = 1'-0"AD-901TYP WINDOW JAMB-PLASTER133" = 1'-0"AD-901DOOR-SLIDING GLASS423" = 1'-0"AD-901DOOR-SLIDING GLASS443" = 1'-0"AD-901DOOR-SLIDING GLASS433/4" = 1'-0"AD-901DOOR TRIM - SLIDING GLASS4112" = 1'-0"AD-901TYPICAL CORNER WIN FLASHING5212" = 1'-0"AD-901TYPICAL WIN FLASHING511" = 1'-0"AD-901BEAM TO WALL FLASHING543/4" = 1'-0"AD-901WINDOW TRIM @ PLASTER FINISH213" = 1'-0"AD-901TYP RECESSED WINDOW-HEAD223" = 1'-0"AD-901TYP RECESSED WINDOW-JAMB233" = 1'-0"AD-901TYP RECESSED WINDOW-SILL6OPT. 1 OPT. 2 OPT. 2IS THIS STYLE USED?YES:NO:(IF NO/ CROSS OUT DETAILS 31,32,33,34)IS THIS STYLE USED?YES:NO:(IF NO/ CROSS OUT DETAILS 21,22,23,24)IS THIS STYLE USED?YES:NO:(IF NO/ CROSS OUT DETAILS 11,12,13,14)DOES THIS PROJECT HAVE A SLIDING DOOR?YES:NO:(IF NO/ CROSS OUT DETAILS 41,42,43,44)DRDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTARRANOTE: ALL WINDOW FLASHINRAMANUFACTURER/INDUSTRY SAARRARRRARRRAREXTENDED WINAARARL FINISH PER ELEVATAARAROD SHEATHRERE OCCURAARARLL FRAMINGRRARER RESISTIVE BARRIER RC 703.7.3TTTTTTTHEADDDDDDDOOR ANDCONTINUODOF DDDDDASHING DRIP EDGEDDDDDYP. CAULKING: SEE DINSTALLATIONDDDDNG PER ELDDDDWOOD SHEATHING D(WHERE OCCURS)DDDDESISTIVE BARRIER DPER CRC 703.7.3HEADHEADTTFFTFWINDOWFFHE WINDOW FLANGEAFTNOTE: ALL WINDOW FLASAFMANUFACTURER/INDUSTAAARAFTTTFTFENT PLASTTFTFLYWOOD F(WHERTTFTFWALFFAFBUILDING PAPER OVEAF FLASH'G & WINDOW FLAFRRRRRR3" = 1'-0"3" = 1'-0"AD-901AD-901ATYP. WINDOW HEAD-FIBER CEMENTTYP. WINDOW HEAD-FIBER CEMENT3232RATTTTTAD-90112-0"-0"OR-SLIDING GLASSOR-SDAAAAA3" = 1'-0"= 1'-0"AD-901TYP RECESSED WINDOW-HEADYP RECESSED WINDOW-HEAD22FT96
SQUARE CONCRETE CURB WITH 1/2" CHAMFER AT TOP EDGEARCHITECTURAL COLUMN BASE, REFER TO STRUCTURAL6x6 MIN. WOOD POST, REFER TO STRUCTURAL1/2" CHAMFERMIN SIZE: POST +4"HIDDEN CONNECTION PER STURCTURAL6" TRIM TO CONCEAL CONNECTION6X12 MIN. BEAMPLASTER SIDINGBUILDING PAPERWALL FRAMINGPLASTER SIDINGHOUSE WRAPWALL FRAMINGWINDOW FLASHING OVER BUILDING PAPERCEMENT PLASTER STUCCO O/ BUILDING PAPER2X BLOCKINGPLYWOOD SHEATHING:RE: STRUCTURAL2X FRAMING: RE:STRUCTURALPREMANUFACTUREDWALL VENT FULLY COVER OPENING W/ METAL WIRE MESH. OPENINGS DIMENSIONS SHALL BE A MIN. OF 1/16" & SHALL NOT EXCEED 1/8" (R.327.6.2)WATER RESISTANT BARRIER, MIN (2) LAYERS 60 MIN. GRADE D BUILDING PAPERSHEATHINGSTUD WALL FRAMINGBATT INSULATIONDETAILCEMENT PLASTER-CONTROL JOINTCONTROL JOINTCEMENT PLASTER STUCOOCEMENT PLASTER STUCOO8" MIN. GRADE TO SILL2 LAYERS GRADE D PAPER, LAP OVER FLASHINGSHEATHINGWEEP SCREEDFOUNDATION OR CURBCEMENT PLASTER STUCCOADJACENT WALKWAY OR DECKADJACENT EARTHSTUD WALL FRAMINGBATT INSULATIONMIN.2"6" (4" MIN.) WEEP TO FGPT WOOD SILLMIN. 2 LAYERS, 30-MINUTE EACH, GRADE D“WATER-RESISTIVE BARRIER”per CRC R703.7P OVER 26 GA. FLASHING. 4" LAP EXTENSIONMIN. 2%MIN. 5%6" CURB2 LAYERS GRADE D PAPER, LAP OVER FLASHINGSHEATHINGWEEP SCREEDFOUNDATION OR CURBCEMENT PLASTER STUCCOADJACENT WALKWAY OR DECKADJACENT EARTHSTUD WALL FRAMINGBATT INSULATIONMIN.2"6" (4" MIN.) WEEP TO FGPT WOOD SILL0' - 5 1/2"FIBER CEMENT BOARD SIDING1X1 FIBER CEMENT BOARD TRIMSEALANT, BOTH SIDES2 LAYER TYPE D BUILDING PAPERWALL FRAMINGVERTICAL FURRING STRIPSFIBER CEMENT TRIMBOARD 2" FINISH NAILSEALANT (BOTH SIDES)FIBER CEMENT BOARD SIDINGFIBER CEMENT BOARD BATTEN (WHERE OCCURS)FIBER CEMENT BOARD SIDINGEQEQ2 LAYER TYPE D BUILDING PAPERVERTICAL FURRING STRIPSFIBER CEMENT BOARD TRIM W/ CHAMFERED EDGESATTACHED HARDWARE, SIGNAGE OR DEVICE0' - 0 1/2"0' - 0 1/2"WATER RESISTIVE BARRIER PER CRC 703.7.3, LAP FLASHINGFIBER CEMENT BOARD SIDINGVERTICAL FURRING STRIPSRECESSPER PLAN0' - 3"8" @ FACE OF GARAGECURB PER FND.INTERIOR FINISHCONCRETE CURB FINSH EXP. EDGEDBL. 2X8 P.T.D.F. DOOR TRIMMERSGARAGE DOOR TRACKGALV. MILCORE EDGEEXTERIOR FINISH PER ELEVATIONSHEAR WALL PER PLANSTRUCTURAL TIE OR HOLDOWN PER STRUCTURAL PLANSPLAN VIEW3/4"ELEV. VIEWFIBER CEMENT SIDINGWATER RESISTIVE BARRIER PER CRC 703.7.3, LAP FLASHING2X10 FIBER CEMENT TRIM1X4 FIBER CEMENT TRIM 2X3 FIBER CEMENT TRIM, SHAPE TO DRAINVERTICAL FURRING STRIPS26 GA GSM FLASHING WITH CAULKING, 1/4" /FT SLOPE MIN.WALL SYSTEM PENENTRATIONF RATING -1 AND 2 HR (SEE ITEM 1B)T RATING -0 HRXHEZ.W-L-1166AA1A1B231. WALL ASSEMBLYTHE 1 OR 2 HR. FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:A. STUDS-WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM. 2 IN. BY 4 IN. LUMBER SPACED 16 IN. O.C. STEEL STUDS TO BE MIN. 3 1/2 IN. WIDE AND SPACED MAX. 24 IN. O.C.B. GYPSUM BOARD (BEARING THE UL CLASSIFICATION MARKING)-THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX. DIAM. OF OPENING IS 5 IN.THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED.2. THROUGH-PENETRANTSONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE, CONDUIT OR TUBING AND PERIPHERY OF THE OPENING SHALL BE MIN. OF 0 IN. (POINT CONTACT) TO A MAX. 1/8 IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:A. COPPER TUBING-NOM. 4 IN. DIAM. (OR SMALLER) TYPE M (OR HEAVIER) COPPER TUBING.B. COPPER PIPE-NOM. 4 IN. DIAM. (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.C. STEEL PIPE-NOM. 4 IN. DIAM. (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE.D. CONDUIT-NOM. 4 IN. DIAM. (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR RIGID STEEL CONDUITE. IRON PIPE-NOM. 4 IN. DIAM. (OR SMALLER) CAST OR DUCTILE IRON PIPE.3. FILL, VOID OR CAVITY MATERIALS (BEARING THE UL CLASSIFICATION MARKING) -CAULK OR PUTTY-MIN. 1/2 IN. DIAMETER BEAD CAULK OR PUTTY APPLIED CONTINUOUSLY AROUND THE PENETRANT ON THE WALL SURFACES ON BOTH SIDES OF THE WALL. 3M COMPANY -CP 25WB+ CAULK OR MPS-2+ PUTTY8" MIN. GRADE TO SILL2 LAYERS GRADE D PAPER, LAP OVER FLASHINGSHEATHINGWEEP SCREEDFOUNDATION OR CURBFIBER CEMENT SIDINGADJACENT WALKWAY OR DECKADJACENT EARTHSTUD WALL FRAMINGBATT INSULATIONPT WOOD SILLMIN. 2 LAYERS, 30-MINUTE EACH, GRADE D“WATER-RESISTIVE BARRIER”per CRC R703.7P OVER 26 GA. FLASHING. 4" LAP EXTENSIONMIN. 2%MIN. 5%FIBERGLASS BATT INSULATION PER TITLE 24 REPORTFIRE TEST: UL R14196, 05NK05371, 2-15-05, UL DESIGN U305SOUND TEST: NRCC TL-93-116,IRC-IR-761, 3/98INSTALL RECESSED FIXTURES SUCH THAT FIRE RESISTANCE RATING IS NOT REDUCED.PLAN VIEWGA FILE NO. WP 3245HOUR 1/ 50 TO 54 STCBASE LAYER 5/8" TYPE X GWB OR GYP. VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6D CEMENT COATED NAILS, 17/8" LONG, 0.0915" SHANK, 15/64" HEADS, 7" O.C. FACE LAYER 5/8" TYPE X GWB APPLIED AT PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 8D CEMENT COATED NAILS, 23/8" LONG, 8" O.C. FACE LAYER JOINTS OFFSET 16" FROM BASE LAYER JOINTS.NOTE: 5/8" TYPE 'X' GWB, TYP; SUB TYPE X MOLD-RESISTANT INTERIOR GWB PANELS W/ FIBERGLASS MATS AT KITCHEN SINK WALLS AND ALL BATHROOM WALLS & CEILINGSOUTLET BOX PER ELECTRICAL -DO NOT INSTALL BACK-TO-BACK; SEAL W/ LISTED FIRESTOP PUTTY SYSTEMISOLATE PLUMBING W/ RESILIENT MOUNTS &CAULK ALL PENETRATIONSRESILIENT CHANNELS 24" O.C. ATTACHED @ RIGHT ANGLES TO ONE SIDE OF WOOD STUDS 16" O.C. W/ 1-1/4" TYPE S DRYWALL SCREWS. ONE LAYER 5/8" TYPE X GWB OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS W/ 1" TYPE S DRYWALL SCREWS 8" O.C. W/ VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS. 3" MINERAL OR GLASSFIBER INSULATION IN STUD SPACE.SHEATHING PER STRUCTURAL (INCREASE FASTENER LENGTH BY AMOUNT AT LEAST EQUAL TO PANEL THICKNESS; FURR LOCATIONS AS NEEDED TO FLUSH WHERE NOT REQUIRED AS SHEAR)PROVIDE FULL WALL THICKNESS NON-RIGID FIREBLOCKING (MINERAL WOOL OR FIBERGLASS) AT MAX. 10' INTERVALS AND/OR WHERE REQUIRED TO ISOLATE ELECTRICAL BOXES.EXISTINGEXISTING GARAGE DOORNAIL INTO FURRING WALL, 16" O.C.GSM FLASHING, MIN 6" RETURN.EXTERIOR RATED CONSTRUCTION ADHESIVE, CONTINUOUS BEAD.EXISTING GARAGE WALLEXISTING SIDINGNEW INTERIOR FINISH12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:26 PM$5&+,7(&785$/'(7$,/6$66(0%/< (;7(5,25352727<3($'8&,7<2)'8%/,1&$85 $' 60%: 60&'352727<3( ,1,7,$/68%0,77$/3" = 1'-0"AD-902COLUMN UPPER/BASE TRIM333" = 1'-0"AD-902PLASTER - INSIDE CORNER TRIM133" = 1'-0"AD-902PLASTER - OUTSIDE CORNER TRIM123" = 1'-0"AD-902WALL VENT413" = 1'-0"AD-902CEMENT PLASTER-CONTROL JOINT113" = 1'-0"A1-201AD-902TYP PLASTER WEEP SCREED DETAIL143" = 1'-0"AD-902CURB DETAIL343" = 1'-0"AD-902FIBER CEMENT-INSIDE CORNER TRIM233" = 1'-0"AD-902FIBER CEMENT-OUTSIDE CORNER223" = 1'-0"AD-902FIBER CEMENT MOUNTING PAD213" = 1'-0"AD-902GARAGE DOOR CURB513" = 1'-0"AD-905AD-902FIBER CEMENT DENTIL311 1/2" = 1'-0"AD-902THROUGH PENETRATION @ WALL543" = 1'-0"A1-202AD-902TYP SIDING WEEP SCREED DETAIL243" = 1'-0"A6-101AD-9021 HOUR PARTITION WALL433" = 1'-0"A6-101AD-902GARAGE DOOR FLASHING44DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRARRARRARRRRRRRRRRARRRARRRAFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTAFTTFFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFFFFFFFFFFFFFFFFFTTTTTTFFFFFFFFFFFFTTTTTTTTTTTTFFFTTFFFTFFTTTTFFTTTTTFFTTTDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDAFTRTADRRRRAAAAAAATRIM TO CONAONNECTIONTTFFTFR CEMENTFSEALATTFFTFTTFFTFRTICAL FTTTTTBOTH SIDTTTTTENT BOATFTTTTTFFFFFEQFFFFFDDDDDT DR DTDDDDDDDD5/8" TYPEDUB TYPE XDRTANT INTEDS W/ FIBEDAT KITCHEDRS AND ALL BATHROOM TDS & CEILINDDDG DT D&DLL DSDR DR DD DE.DDDDDDSTDFASTDAMOUNDTO PANELDFURR LOCADRNEEDED TO DOT REQUIREDDDL DND-DG DR DX. DS DETTTAFTTTAD-90212AAAAA3" = 1'-0"= 1'-0"AD-902FIBER CEMENT-OUTSIDE CORNERIBER CEMENT-OUTSIDE CORNER22FT97
ROOF RAFTERS/TRUSSES PER PLANRIDGE BOARD OR BEAM PER PLANROOF SHEATHINGROOFING UNDERLAYMENT CONTINUOUS NAILERROOFING PER ROOF PLANWALL FRAMING PER PLANSTUCCOWEEP SCREEDMETAL FLASHING. 26 GA. MIN.METAL COUNTER-FLASHINGROOFING PER ROOF PLANS O/ UNDERLAYMENT0' - 6"ROOF FRAMING0' - 6"1" RIGID INSULATIONWATER RESISTIVE BARRIER PER CRC 703.7.3ROOFING PER ROOF PLANS O/ UNDERLAYMENTVALLEY FLASHING MIN. 26 GA. CORROSION RESISTANT METAL O/ MIN. 36" WIDE UNDERLAYMENT CONISTING OF ONE LAYER MIN. 72 POUND MINERAL SURFACED NON-PERF. CAP SHEET COMPLYING WITH ASTM D3909 O/ COMBUSTIBLE DECKING [CRC R337.5.4]UNDERLAYMENT @ VALLEYROOF FRAMING, RE: STRUCTURAL12" MIN. OVERLAP18" MIN. OVERLAPMETAL CLIPROOFING PER ROOF PLANS0' - 4"0' - 4"0' - 2"SHEET METAL STEP FLASHING FOR EACH COURSE OF SHINGLES. 26 GA. MIN.MIN. NO. 30 ROOF UNDERLAYMENTSIDING TO COUNTERFLASH STEP FLASHINGUNDERLAYMENT TO LAP STEP FLASHINGWATER RESISTIVE BARRIER PER CRC 703.7.3VERTICAL FURRING STRIPS12" MIN. STARTER FELTGSM FLASHING W/ DRIP EDGE. 1" MIN. VERTICALALUMN. GUTTER, RE: ROOF PLANSEXTERIOR FINISH PER ELEVATIONFASCIA, RE: ELEVATIONSHARDIE OR STUCCO SOFFIT PANEL W/ NO EAVE VENTS2X4 TRIM @ HARDIE SOFFIT SENARIO, AND @ HARDIE SIDINGWATER RESISTIVE BARRIER PER CRC 703.7.32X VENT BLK'GTYP. EAVE0' - 10"HEEL PER ELEVROOFING PER ROOF PLANSNOTES:1. PRE-PRIME ALL SIDES OF BRACE FRAMING PRIOR TO INSTALLATION. TYPICAL2. A SELF SEALING MEMBRANE SHALL BE INSTALLED BEHIND WALL TRIM & EXTEND 6" BEYOND WALL TRIM AND 4" MIN. LAP O/WEATHER BARRIER3. CAULK AROUND TOP & SIDES OF 4X AT WALL PENETRATION.FASCIA, RE: ELEVATIONSLEDGER2X BLOCKINGROOF UNDERLAYMENT O/ GSM DRIP EDGE FLASHING2X T&GROOF SHEATHING4X8 SHAPED BEAM TO SUPPORT U.N.O REFER TO STRUC4X6 WOOD KICKER BRACELAGS WITH EMBEDMENT PER STRUCTURAL DETAIL7"4X8 WOOD BEAMFINISH PER ELEVATIONSFLASHING COLLAR. SEE DETAIL 54/AD-901MIN.0' - 1 1/2"4X6 RS EXPOSED RAFTER TAIL SECURED INTO EAVE BLOCKING. SEE RIGHT DRAWINGS FOR PROFILE PER DESIGN SCHEME. REFER TO STRUC. FOR NAILING AND SIZING2X FASCIA PER ELEVATIONSHARDIBOARD SOFFIT2X FINGERS AT 48" O.C.PLYWOOD, WHERE OCCURS2X6 WOOD TRIM4X4 KICKER AT 45 DEGREES4X8 R.S. OUTRIGGER W/ 1/2" CHAMFER @ ENDNOTES:1. PRE-PRIME ALL SIDES OF BRACE PRIOR TO INSTALLATION.2. A BITUTHENE MEMBRANE SHALL BE INSTALLED BEHIND 4X6 BRACE W/ 4" LAP MIN.WALL FRAMINGSIDINGSIDE VIEW8"1' - 6"G.I. WATERTABLECOUNTERSUNK LAG BOLT2" VERTICAL LATTICE VERTICAL FURRING STRIPSFIBER CEMENT LAP SIDINGMETAL FLASHING. 26 GA. MIN.METAL COUNTER-FLASHINGROOFING PER ROOF PLANSO/ UNDERLAYMENTROOF FRAMING0' - 6"WATER RESISTIVE BARRIER PER CRC 703.7.3ROOFING PER ROOF PLANS26 GA GSM EDGE FLASHING 3" MIN. LAP OVER UNDERLAYMENT & 1" MIN. VERTICAL LAP OVER BARGEBOARD2X4 OUTLOOKER @ 24" O.C. MAX.2X8 SHAPED BARGE FASCIAPLYWOOD SHEATHINGFINISH PER ELEVATIONS2X8 TRIM2X T&G W/ NO VENTINGTRUSS PER STRUCTURALWEATHER BARRIER6x8 DECORATIVE OUTLOOKER 2x6 FLAT OUTRIGGERS PER STRUC12" MIN. STARTER FELTGSM FLASHING W/ DRIP EDGE. 1" MIN. VERTICALALUMN. GUTTER, RE: ROOF PLANSEXTERIOR FINISH PER ELEVATION2x6 FASCIA2x T&G W/ NO VENTING2X4 TRIM @ HARDIE SOFFIT SENARIO, AND @ HARDIE SIDINGWEATHER BARRIERPER ROOF PLANHEEL PER ELEVROOFING PER ROOF PLANS2X VENT BLK'GFLAT TILE0' - 4"0' - 4"0' - 6"26 GA. G.I. CHANNEL FLASHINGMIN. NO. 30 ROOF UNDERLAYMENT26 GA. "Z" FLASHING UNDER BLDG. PAPER TO OVERLAP CHANNEL FLASHINGUNDERLAYMENT TO LAP STEP FLASHINGFINISH, RE: ELEVATIONS0' - 2"2X BLOCKING @ FLASHINGROOFING PER ROOF PLANS26 GA GSM EDGE FLASHING 3" MIN. LAP OVER UNDERLAYMENT & 1" MIN. VERTICAL LAP OVER BARGEBOARD2X4 OUTLOOKER @ 24" O.C. MAX.2X8 SHAPED BARGE FASCIAPLYWOOD SHEATHINGFINISH PER ELEVATIONS2X8 TRIM2X T&G W/ NO VENTINGTRUSS PER STRUCTURALWEATHER BARRIER6x8 DECORATIVE OUTLOOKER 2x6 FLAT OUTRIGGERS PER STRUC12" MIN. STARTER FELTGSM FLASHING W/ DRIP EDGE. 1" MIN. VERTICALALUMN. GUTTER, RE: ROOF PLANSEXTERIOR FINISH PER ELEVATION2x6 FASCIAHARDIE PANEL/ NO VENTING2X4 TRIM WEATHER BARRIERPER ROOF PLANHEEL PER ELEVROOFING PER ROOF PLANS2X VENT BLK'G%««««««««««01'.0#4)4'0«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
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:28 PM$5&+,7(&785$/'(7$,/6522)352727<3($'8&,7<2)'8%/,1&$85 $' 60%: 60&'352727<3( ,1,7,$/68%0,77$/1" = 1'-0"AD-903HIP/RIDGE311 1/2" = 1'-0"AD-903HEADWALL FLASHING @ PLASTER431 1/2" = 1'-0"AD-903VALLEY FLASHING323" = 1'-0"AD-903SIDEWALL FLASHING @ LAP SIDING341 1/2" = 1'-0"D-99 AD-903EAVE OVER BEAM241" = 1'-0"AD-903SHED ROOF W/ KICKER233/4" = 1'-0"AD-903TYP. BRACE-EAVE@GABLE421 1/2" = 1'-0"AD-903HEADWALL FLASHING @ LAP SIDING331 1/2" = 1'-0"A1-121AD-903RAKE @ PLASTER111 1/2" = 1'-0"A1-121AD-903EAVE @ PLASTER133" = 1'-0"AD-903SIDEWALL FLASHING-PLASTER441 1/2" = 1'-0"A1-121AD-903RAKE @ FIBER CEMENT211 1/2" = 1'-0"A1-121AD-903EAVE @ FIBER CEMENT22DRDDDDDDDDDDDDDDDDDDDDDDRDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRARRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAAAAAAAAAAAAAAARAAARAFTFFAFFFFFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFFFFFFFFFFFFFFFFAAFAFFFFFFFFFFFFFFFFFTAFTFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFTTFFFFFFFFFFFFFFFFFFTARDRAFTDDDMING PER DDDDDCODDDDDEEP SCREEDDDDMETAL FLASHDDDMETAL CODDDDDROODDDDDDDINSULATIODDDDDESISTIVE BD703.7.3AAAUNDERLAYMENTAYY@ VALLEYAAAAAROOF FRAMING, ARE: STRUCTURALRAAAAARARAAAAARTTTNOTES:1. PRE-PRIME ALL SFRAMING PRIOR TOTYPICAL2. A SELF SEALING INSTALLED BEHIND6" BEYOND WALL TRO/WEATHER BARRI3. CAULK AROUND TWALL PENETRATIOTIA RE: ELFFFFTFFFFTUNDERLAYMENT O/ GSM TFFFFTFFFFTDDDDDES OF DMBRANE DD BEHINDDP MIN.DDDDDRAMINGDDDDDSIDINGDDRRARAAVERTICAL FURRING STRIPSRRARAAFIBRRARAAMRARAAAAAAAAAAARRARAAWATER RESISTIVE BARRIER APER CRC 703.7.3FFTFTTNISH PERTTTTT2X4 TRIM TFTTARRIERRRRRRR1 1/2" = 1'-0"1 1/2" = 1AD-903AD-9033AVALLEY FLASHINGVALLE3232RA1'-0"1'-0"P. BRACE-EAVE@GABLEP. BRACE-EAVE@GABLEAFTDRTTTTTA1-121AD-90313AAAAA1 1/2" = 1'-0"1/2" = 1'-0"A1-121AD-903EAVE @ FIBER CEMENTAVE @ FIBER CE22FT98
REF TO STRUCPER PLAN6x6 MIN. POST. REFER TO STRUC.SEE DETAIL 12/D-06SEE DETAIL 12/D-060' - 5 1/2"0' - 5 1/2"HDR HTPER ELEVTOP PLAN VIEWPLAN VIEWFRONT/SIDE ELEVATIONHT OF FLATWORKMIN0' - 4"0' - 1"8MIN.0' - 8"HT OF EARTHPOSTS AND COLUMNS THAT ARE EITHER EXPOSED TO THE WEATHER OR LOCATED IN BASEMENTS OR CELLARS, SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS, SHALL BE PROJECTED AT LEAST 1 INCH ABOVE THE SLAB OR DECK AND 8 INCHES ABOVE EXPOSED EARTH AND SHALL BE SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER (ALTERNATE, PROVIDE A PRESERVATIVE-TREATED WOOD POST OR COLUMN). 2304.12.2.2 & EXCEPTION 1 CBC1" min.REF TO STRUCPER PLAN6x6 MIN. POST. REFER TO STRUC.PORCH / WALKWAY3x HARDIE TRIMSTONE CAPSTONE VENEERRAISED FOOTINGSHEATHING2x FRAMINGPOST BASE PER STRUC. TOP PLAN VIEWPLAN VIEWFRONT / SIDE ELEVATIONTOP OF COLUMNPER ELEV1x3 FIBER CEMENT TRIM1' - 4"0' - 5 1/4"0' - 5 1/4"6X POSTSTONE VENEER2X FRAMING0' - 8"0' - 8"1' - 4"0' - 8 1/2"0' - 8 1/2"3x HARDIE TRIM6x6 MIN. POST. REFER TO STRUC.2x FRAMINGSHEATHINGTREATED SILL(U.N.O. PER ELEVATIONS)8' - 0"POSTS AND COLUMNS THAT ARE EITHER EXPOSED TO THE WEATHER OR LOCATED IN BASEMENTS OR CELLARS, SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS, SHALL BE PROJECTED AT LEAST 1 INCH ABOVE THE SLAB OR DECK AND 8 INCHES ABOVE EXPOSED EARTH AND SHALL BE SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER (ALTERNATE, PROVIDE A PRESERVATIVE-TREATED WOOD POST OR COLUMN). 2304.12.2.2 & EXCEPTION 1 CBC6x6 MIN. POST. REFER TO STRUC.BOTT OF BEAMPER ELEVPORCH/WALKWAY1x6 HARDIE TRIMSTONE CAPVENEERRAISED FOOTINGSHEATHINGPOST BASE PER 9' - 1"TOP PLAN VIEWPLAN VIEWFRONT /SIDE ELEVATION0' - 1 1/2"0' - 5 1/2"0' - 1 1/2"STONE CAP6X6 MIN. POSTVENEER O/ MORTAR O/ WEATHER BARRIER O/ SHEATHINGSINGLE PIECE GSM FLASHINGSINGLE PIECE GSM FLASHINGCOLUMN WRAP GSM FLASHINGCOLUMN WRAP GSM FLASHINGCAULK BEHIND FLASHING AND AROUND COLUMN4" LAP*SOLDER ALL SEEMS0' - 1"STONE CAP6x6 MIN. POST. REFER TO STRUC.1x6 HARDIE TRIM0' - 5 1/2"HT OF STONE VENNER CAP4' - 0"POSTS AND COLUMNS THAT ARE EITHER EXPOSED TO THE WEATHER OR LOCATED IN BASEMENTS OR CELLARS, SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS, SHALL BE PROJECTED AT LEAST 1 INCH ABOVE THE SLAB OR DECK AND 8 INCHES ABOVE EXPOSED EARTH AND SHALL BE SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER (ALTERNATE, PROVIDE A PRESERVATIVE-TREATED WOOD POST OR COLUMN). 2304.12.2.2 & EXCEPTION 1 CBCKEEP LINING FLUSH W/ FACE OF STUDS OR FURRINGFUR OUT OR NOTCH STUDS TO RECEIVE LININGMORTAR SETTING BED W/ APPLIED WATERPROOFING ADDITIVE3'X3' 13 GAUGE WELDED STEEL MESH (OR EQUAL) SET APPROX. CENTER OF BEDFLANGE OF APPLIED TYPE SUB DRAIN SET EXACTLY LEVEL W/ SUBFLOOR W/ CLAMPING RING OR OTHER DEVICE TO MAKE TIGHT CONNECTION W/ RECEPTOR LININGNOTE: REFER TO C.P.C. FOR COMPLETE INFORMATIONRECEPTOR LINING MUST EXTEND 3" (76.2 mm) ABOVE TOP OF FINISHED DAM AND OUTWARD ON FACE OF ROUGH JAMBFINISH HEIGHT OF DAM TO BE AT LEAST 2" (50.8mm) ABOVE HIGH POINT OF DRAINRECEPTOR LINING TURNED OVER DAM & THOROUGHLY TACKED OUTSIDE. NO PUNCTURES LESS THAN 1" ABOVE THE FINISHED DAM OR THRESHOLD ON THE INTERIOR AND TOP OF DAM OR THRESHOLDRECEPTOR LINING SHALL BE PITCHED NOT LESS THAN 1/4" PER FOOT (20.8mm/M) TO WEEP HOLES IN DRAINMIN. OF 0.05 INCH THICKNESS STRAINERRECEPTOR LINING 3 LAYERS OF 15 LB ASPHALT SATURATED ROOFING FELT, EACH LAYER THOROUGHLY MOPPED W/ HOT ASPHALT, ALL CORNERS THOROUGHLY WATER TIGHT BY LAPPING AND FLASHING (OR APPROVED EQUAL) AND REINFORCED W/ 50LB TEAR STRENGTH WOVEN GLASS FIBER WEBBING HOT MOPPED IN PLACE AND EXTENDING 4" IN ALL DIRECTIONS FROM EACH CORNERFINISH FLOOR TO HAVE 1/4" MIN. TO 1/2" MAX SLOPE OT DRAIN PER FOOT30" MIN. INSIDE DIM.THE GREAT OUTDOORS - WALL MOUNT KIRKHAM ASPEN BROZE (8102-A138-L) OR EQUAL DARK SKY COMPLIANT FIXTURE PER ZONING REGULATIONS SECTION 17.70.100. *ALL EXTERIOR LIGHTING MUST BE DARK SKY COMPLIANTFORTE LIGHTING - BLACK FINISH WITH HONEY GLASS PANELS OR EQUAL DARK SKY COMPLIANT FIXTURE PER ZONING REGULATIONS SECTION 17.70.100. *ALL EXTERIOR LIGHTING MUST BE DARK SKY COMPLIANT0' - 5 1/2"0' - 11 1/4"26 GA. GSM FLASHING W/ DRIP EDGE @ EXPOSURE 0' - 4"0' - 7 1/4"4 5 .0 0 °0' - 3"0' - 1 1/2"0' - 9 1/4"@ EA. END6" LAPPROVIDE SLOPE FOR DRAINAGEPRIMED 2X10PRIMED 1X426 GA. GSM FLASHING & COUNTER FLASHING W/ DRIP EDGEWD 4x6WD 4x4WD 1x40' - 5 1/2"1' - 5"0' - 5 1/2"2' - 4"45 .0 0 °0' - 3 1/2"2' - 0"26 GA. GSM FLASHING W/ DRIP EDGE @ EXPOSURE0' - 5"0' - 9 1/2"MAXIM LIGHTING - WHISPER DARK SKY EE 1-LIGHT OUTDOOR WALL LATERN OR EQUAL (8639BZ)*ALL EXTERIOR LIGHTING MUST BE DARK SKY COMPLIANTDIA.0' - 6"0'-7" O .C .0'-7" O.C.%««««««««««01'.0#4)4'0«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
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:29 PM$5&+,7(&785$/'(7$,/6352727<3($'8&,7<2)'8%/,1&$85 $' 60%: 60&'352727<3( ,1,7,$/68%0,77$/3/4" = 1'-0"D-99 AD-904POST-CONTEMPORARY STYLE433/4" = 1'-0"D-99 AD-904POST- SPANISH STYLE443/4" = 1'-0"D-99 AD-904POST-TRADITIONAL STYLE54 5HYLVLRQ 12" = 1'-0"AD-904SHOWER-HOT MOP RECEPTOR241 1/2" = 1'-0"AD-904TYP. CONTEMPORARY LIGHT FIXUTRE231 1/2" = 1'-0"AD-904TYP. TRADITIONAL LIGHT FIXTURE221 1/2" = 1'-0"AD-904TYP. 6X12 BEAM PROFILE121 1/2" = 1'-0"D-99 AD-904TRIM PROFILE131 1/2" = 1'-0"A1-201AD-904TYP. EAVE BRACE - SCHEME A111 1/2" = 1'-0"AD-904TYP. SPANISH LIGHT FIXTURE211 1/2" = 1'-0"A1-201AD-904DECORATIVE SPANISH TILE VENT31DRDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRARRRRRRRRRRRRRRRRRRRRRRAAAAARARRRRRRRRRRAAAAAAAAAAAAAAAAARARRRRRRRRRRAFTAAAFTAAAAAAFFFFFTARAFTRRRAA6x6 MIN. POST. REFER TO ASTRUA2/DA-A06AHAPEDDDD. POST. RDDDDDDTHINGDDAFTDDMINGDDDDDDD1x3 FIBER C*ALL EXTERIORLIGHTING MUST BEDARK SKY COMPLIANTTFORTE LIGHTING -BLACK FINISH WITH HONEYTE LIGHTING - BLACK FINISH WITH HONEY GLASS PANELS SS PANELS OR EQUAL DARK SKY COMPLIANT FIXTURE PER EQUAL DZONING REGULATIONS SECTION17.70.100. NG REGTTAAAAA1 1/2" = 1'-0"/2" = 1'-0"AD-904TYP. TRADITIONAL LIGHT FIXTUREYP. TRADITIONAL LIGHT FIXTURE22FTTTTTTTAD-9041299
0' - 1 1/2"0' - 2 1/2"0' - 2 1/2"HALF OF WINDOW WIDTH + 3 1/2"0' - 3 1/2"0' - 3 1/2"0' - 3 1/2"WINDOW HEIGHT0' - 1 1/2"0' - 3 1/2"0' - 3 1/2"HALF OF WINDOW WIDTH + 3 1/2"0' - 3 1/2"0' - 3 1/2"WINDOW HEIGHTWATER RESISTIVE BARRIER PER CRC 703.7.3SHEATHING BEDDING SEAL UNDER FLASHINGCEMENT PLASTER FINISHSTUD WALL FRAMINGBATT INSULATIONADHERED MANUFACTORED STONE VENEERNOTE: SEE CBC SECTION 1403.6 FOR ANCHORED VENEER REQUIREMENTSADHERED MANUFACTURED STONE VENEER SUPPORT ANGLE --INSTALL IF REQUIRED PER THE STONE MANUFACTURER'S INSTRUCTIONSWHEN VENEER IS INSTALLED THE MINIMUM LATH REQUIREMENTS SHALL BE 2.5 lb OR 3.4 lb SELF-FURRING CORROSION RESISTANT LATH (ASTM 847) OR 18 GAUGE WOVEN WIRE MESH (ASTM 1032)MIN 6 IN. LAPSTONE CAP0 ' - 2 1 /2 "1' - 6"FASCIA PER ELEVFIBER CEMENT TRIMFIBER CEMENT TRIMEQ.EQ.EQ.EQ.EQ.0' - 1 1/2"31AD-902FASCIA PER ELEVFIBER CEMENT PANELFIBER CEMENT TRIM0' - 1 1/2"EQ.EQ.EQ.EQ.EQ.PER PLANNOTE:AT SCHEME B RUN TRIM VERTICALLY AS SHOWN BELOW0' - 1 1/2"EQ.EQ.EQ.EQ.EQ.FIBER CEMENT TRIMFIBER CEMENT TRIMBRACE WERE OCCURSAD-90411----SCHEME ASCHEME B541323/4" MIN.FIRE SIDEWOOD STUDS, GYPSUM BOARD AND CEMENT STUCCO1. WOOD STUDSNOMINAL 2X4 SPACED 16" O.C. WITH (2) 2X4 TOP PLATES (1) 2X4 BOTTOM PLATE. STUDS LATERALLY-BRACED BY WOOD STRUCTURAL PANEL SHEATHING (ITEM 5) AND EFFECECTIVELY FIRE STOPPED AT TOP AND BOTTOM OF WALL.2. GYPSUM BOARDANY CLASSIFIED 5/8" THICK, 48" WIDE, APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES 7" O.C. WITH 6D CEMENT-COATED NAILS, 17/8" LONG WITH 1/4" DIAM. HEAD.JOINTS AND NAILHEADS (NOT SHOWN) -WALLBOARD JOINTS COVERED WITH TAPE AND JOINT COMPOUND. NAIL HEADS COVERED WITH JOINT COMPOUND.3. BATTS AND BLANKETSMINERAL FIBER OR GLASS INSULATION, 3 1/2" THICK, PRESSURE FIT TO FILL WALL CAVITIES BETWEEN STUDS AND PLATES. MINERAL FIBER INSULATION TO BE UNFACED AND TO HAVE A MIN. DENSITY OF 3 PCF. GLASS FIBER INSULATION TO BE FACED WITH ALUMIUM FOIL OR FRAFT PAPER AND TO HAVE A MIN. DENSITY OF 0.9 PCF (MIN. R-13 THERMAL INSULATION RATING).FIBER SPRAYED -AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 4) -SPRAY APPLIED CELLULOSE INSULATION MATERIAL. THE FIBER IS APPLLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THEPRODUCT. NOMINAL DRY DENSITY OF 3.0 LB/CU.FT.4. WOOD STRUCTURAL PANEL SHEATHING MIN 7/16" THICK, 4 FT. WIDE WOOD STRUCTURAL PANELS, MIN. GRADE "C-D" OR "SHEATHING". INSTALLED WITH LONG DIMENSION OF SHEET (STRENGTH AXIS) OR FACE GRAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO STUDS. VERTICAL JOINTS CENTERED ON STUDS. HORIZONTAL JOINTS BACKED WITH NOMINAL 2X4 WOOD BLOCKING. ATTACHED TO STUDS ON EXTERIOR SIDE OF WALL WITH 6D CEMENT COATED BOX NAILS SPACED 6" O.C. AT PERIMETER OF PANELS AND 12" O.C. ALONG INTERIOR STUDS.5. EXTERIOR FACING INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION. ONE OF THE FOLLOWING EXTERIOR FACINGS IS TO BE APPLIED OVER THE SHEATHING. REFER TO PLAN FOR INFOEMATION:D. CEMENTITIOUS STUCCO -PORTLAND CEMENT OR SYNTHETIC STUCCO SYSTEM WITH SELF-FURRING METAL LATH OR ADHESIVE BASE COAT. THICKNESS FROM 3/8" TO 3/4", DEPENDING ON SYSTEM.H. FIBER-CEMENT SIDING -FIBER-CEMENT EXTERIOR SIDING INCLUDING SMOOTH AND PATTERNED PANEL OR LAP SIDING.U 356NOTE: AT INTERIOR WALL USE:5/8" SHEETROCKFIRECODE CORE PANELS, 5/8" SHEETROCK ULTRALIGHT PANELS FIRE CODE X OR5/8" FIBEROCK PANELS –2 X 4 WOOD STUD 16" OR 24" O.C.UL DES U305%««««««««««01'.0#4)4'0«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
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:18:29 PM$5&+,7(&785$/'(7$,/6237,21$/352727<3($'8&,7<2)'8%/,1&$85 $' 60%: 60&'352727<3( ,1,7,$/68%0,77$/1 1/2" = 1'-0"AD-905DECORATIVE SHUTTER-STYLE 1141 1/2" = 1'-0"AD-905DECORATIVE SHUTTER-SCHEME A243" = 1'-0"AD-905CEMENT PLASTER@ STONE VENEER331 1/2" = 1'-0"AD-905DECORATIVE GABLE VENT32OPTIONAL DETAILS:THESE DETAILS HAVE BEEN INCLUDED IN THE SET AS OPTIONAL DETAILS. THEY HAVE NOT BEEN DESIGNED AS PART OF THE PROTOYPICAL ELEVATIONS, BUT ARE PROVIDED AS OPTIONAL DETAILS IN ORDER TO CREATE FLEXIBILITY IN ALLOWING A HOMEOWNER THE ABILITY TO MATCH THERE EXISTING HOUSE STYLE.IF THE APPLICANT WISHES TO USE ANY OF THESE DETAILS AS PART OF THEIR PLAN SET, THEY MUST BE NOTED BY DETAIL NUMBER IN THE LOCATION THEY ARE INTENDED.*CONSULTATION WITH A DESIGN PROFESSIONAL MAY BE NECESSARY IN ORDER TO ALTER OR ADJUST THE PROTOTYPICAL PLANS.3" = 1'-0"AD-9051-HR EXTERIOR RATED WALL ASSEMBLY44DRAFTRAFTTTTRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRARADDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDATRRAFTTTTTTTTTTTAAAAAAAAAA0' - 1FFFFFFFFFTTTTTTTTTTFTTTTTFFFFFTTTRRARAATER RESISTIVE BARRIER APER CRC 703.7.3RRRAASHEATHING AAABEDDRRRAACEMENT PRRRAASTUD WARRRAABATT INAAAADHAVENARRRRRRRRRRRRRRRR0' - 1 1/2"AAD-90411AAA----AARARRRRRAAAAARRRRRAAAAASCHEME ASCHEME ASCHEME BSCHEME BDDDDDD3DDD2FIRE SIDEE SIDEOOD STUDS, GYPSUM BOARD AND CEMENT STUCCOOOD STUDS, GYPSUM BOARD AND CEMENT STUCCOD4 SPACED 16" O.C. WITH (2) 2X4 TOP PLATES (1) 2X4 BDDS LATERDDTRUCTURAL PAD(ITEM 5) AND EFFECECTIVELY FIRE STOPPED AT TDWALL.DFIED 5/8" THICK, 48" WIDE, APPLIED VRRRRRRR1 1/2" = 1'-0"1 1/2" = 1'-0"AD-905AD-9055ADECORATIVE GABLE VENTDECORATIVE GABLE VENT3232RAFT100
DETAIL REFERENCE BUBBLE WITH LEADERDRAG STRUT CONNECTIONMOMENT CONNECTIONWIDE FLANGE STEEL COLUMNNUMBER OF EVENLY SPACEDSTEEL HSS TUBE COLUMNWELDED WIRE FABRICELEVATION OF WALL OR FRAMESLOPED SURFACEINDICATES SAND OR GROUTINDICATES GRAVELEARTH LAYERNORTH ARROWSLOPEFULL HEIGHT SECTION INDICATORDETAIL REFERENCE BUBBLEBEAM CAMBER AT MID-SPANSPECIAL STUD SPACING SEE TYPICALDOUBLE ANGLE BRACESTEEL IN CROSS SECTIONFULL HEIGHT STIFFENER CONNECTIONSTEPPED FOOTINGTOP/BOTTOM OF ELEVATIONSTOP OF STEEL ± ELEVATIONMEMBER SPLICESTEEL HSS OR PIPE COLUMN(WWF LAYER)STEPPED SURFACE; FLOOR DEPRESSIONANGLE BRACESHEAR STUDSSTEEL DETAILS-S-BOT OFEL = (-X'-X")BOTTOM STEPPED FOOTINGWOOD POSTXXX'-X"INDICATES SHEAR WALL TYPE AND LENGTH, PER SHEAR WALL SCHEDULEINDICATES HEADER @ OPENING PER HEADER SCHEDULEINDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENERXXINDICATES BEARING WALLSHADED AREA INDICATES CALIFORNIA FRAMINGSHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVEINDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOISTXXINDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENTINDICATES TOP PLATE SPLICE NAILING PER SCHEDULEINDICATES PAD FOOTING TYPE PER SCHEDULE1xINDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULEXF1SHEET INDEX SYMBOLSWALL TYPESABBREVIATIONSINDICATES BEARING CMU WALL BELOWINDICATES BEARING CMU WALL ABOVEINDICATES NON-BEARING CMU WALL BELOWINDICATES NON-BEARING CMU WALL ABOVEINDICATES EXISTING BEARING CMU WALLINDICATES BEARING CONCRETE WALL BELOWINDICATES EXISTING NON-BEARING CMU WALL INDICATES NON-BEARING CONCRETE WALL BELOWINDICATES BEARING CONCRETE WALL ABOVEINDICATES NON-BEARING CONCRETE WALL ABOVEINDICATES EXISTING NON-BEARING CONCRETE WALLINDICATES BEARING WOOD WALL BELOWINDICATES BEARING WOOD WALL ABOVEINDICATES PLYWOOD SIDE FOR SHEARWALLINDICATES NON-BEARING WOOD WALL BELOWINDICATES NON-BEARING WOOD WALL ABOVEINDICATES EXISTING BEARING WOOD WALL INDICATES EXISTING NON-BEARING WOOD WALL INDICATES EXISTING BEARING CONCRETE WALLS1-101 SHEET INDEX, ABBREVIATIONS & SYMBOLSS1-102 GENERAL NOTESS1-103 GENERAL NOTESS1-104 SPECIAL INSPECTIONS & TESTSS1-201 FOUNDATION & ROOF FRAMING PLAN -MODERN-S1-202 FOUNDATION & ROOF FRAMING PLAN -SPANISH TRADITIONAL-S1-301 TYPICAL CONCRETE DETAILSS1-311 CONCRETE DETAILSS1-312 CONCRETE DETAILSS1-401 TYPICAL WOOD DETAILSS1-402 TYPICAL WOOD DETAILSS1-403 TYPICAL WOOD DETAILSS1-404 TYPICAL WOOD DETAILSS1-405 TYPICAL WOOD DETAILSS1-421 ROOF FRAMING DETAILSKSIFOOTINGHEIGHTINCLUDEINFORMATIONINCLINFOJSTINSPINTJOINTJOISTKIPS IDI-JSTINIFHTINCHGRADE BEAMHORIZONTALGROUNDHIGH POINTH or HORIZHPGBGRNDFACE OF MASONARYFOOT; FEETFOMFJELEVATOREDGE NAILEMBEDMENTEXISTINGEXTERIOREACH WAYEQUAL OR EQUIVALENTEXIST or (E)FDNEWELEVESEQUIPEQSTRUCTURAL STEEL SHAPESWT, ST, MTMC AMERICAN STD CHANNEL SHAPEMISC CHANNEL SHAPETHRUTHKT & GT & BTOCTOTBSTRUCTSTIFFSTLSWTHREADEDTEMPERATURE; TEMPORARYSTIFFENERSSTEELSTANDARDAMERICAN WOOD PRESERVERS ASSOCIATIONCONSTRUCTION JOINT; CONTROL JOINTCOMPLETE JOINT PENETRATION WELDDIAPHRAGMDRAWINGDIAMETERDOWELEACH FACEELEVATIONEFELDWLEACHDIMDIAGCONTRACTORCONSTRUCTIONCUBIC FOOTPENNY (NAIL OR BAR DIA)CONNECTION; CONNECTCONCRETEDBLCU FTdDETAILCONSTRCONTRCJP CONTCONNCONCBEARINGCENTER OF GRAVITYCENTER TO CENTERCANTILEVERCAMBERCOMPRESSIONCOLUMNCONCRETE MASONRY UNITCLRCOMPCMUCJCLBTWNBLOCKINGBNBMBLOCKBLDGASTMAITCSPECSSNSPCGSHTGSEPPSIPVMT#PSLSHEATHINGSHEETSECTIONPARTIAL JOINT PENETRATION WELDREINFORCE; REINFORCINGPARALLEL STRAND LUMBERPAVEMENTREFERENCEREQUIREDPLATE WASHERPREFABRICATEDPLYWOODORIGINALODPI LPCOPPNO or #OC MIN(N)MFRPONDS PER LINEAL FOOTPROPERTY LINEPERPENDICULARADDLAPPROXIMATEARCHITECTURAL; ARCHITECTADJACENTARCHAPAAESSALUMALTADJANCHOR BOLTAMERICAN CONCRETE INSTITUTE ABLINEAL FOOTPOUND(S)LOW POINTLEVEL OR LAMINATED VENEER LUMBERMACHINE BOLTMASONRYMATERIALLINEAL; LINEARLONG SLOTTED HOLESLONG LEG VERTICALLFLT WTMASMAXMATLLVLLLVLLHAMERICAN PLYWOOD ASSOCIATION)KIPS PER SQUARE INCHFTGHORIZONTALLY SLOTTED HOLESHSHINSIDE DIAMETERINSIDE FACEI-JOISTINSPECTIONINTERIORJTKGALVANIZEDHANGERHEADERGLUED LAMINATED BEAMHGRHDRGRGLB GALVGAGRADEGAUGEFACE OF CONCRETEFIELD NAILFLANGEFLOOR JOISTFRAMINGFACE OF WALLFACE OF STUDFTFRMGFOWFOSFNFOCFLGFLRFINFLOORFINISHENGINEEREACH SIDEEQUIPMENTFOUNDATIONEXTENGRENEMBEDTYPICALTYPPIPE-XPIPE-XXHSSCPIPE LWWWFWDWPW/OW/UNO VSH VERT UTDBL EXTRA STRONG PIPE SHAPEEXTRA STRONG PIPE SHAPEHOLLOW STRUCTURAL SECTIONSTANDARD PIPE SHAPESTRUCT TEE SHAPEANGLE SHAPEW SHAPEWELDED WIRE FABRICWORK POINT; WATERPROOFWOODWITHOUTWITHVERTICAL SLOTTED HOLESULTRA-SONIC TESTUNLESS NOTED OTHERWISEVERTICALTOP or TTHRTOWTOSTOFTEMPSTIRRSYM SSSSLSTGRSTDSQ TOP OF STEEL/TOP OF SLABTOP OF CURB; TOP OF CONCRETETHICKNESS/THICKTHROUGHTOP OF WALLTOPTOP OF FOOTINGTONGUE & GROOVETOP AND BOTTOMTOP OFTIE BEAMSYMMETRICALSHEAR WALLSTRUCTURALSTIRRUPSHORT SLOTTED HOLESSTAINLESS STEELSTAGGERSQUAREAWPAAMERICAN SOCIETY FOR TESTING MATERIALSAMERICAN INSTITUTE OF TIMBER CONSTRUCTIONDOUGLAS FIR/LARCHDFDIMENSIONDIAGONALELECTRICALEXPANSION JOINTDWGELECEJEADIAPHDN DOWNCENTERDEPARTMENTDOUBLECOUNTERSINK; COUNTERSUNKCONTINUE; CONTINUOUSCTRDEPTDETCTSKBETWEENCLEARANCE; CLEARCENTER LINECAST-IN-PLACECOLCIPBRGCAM OR CCANT CGCCBUILDINGBOUNDARY NAILBOTTOMAMERICAN WELDING SOCIETYBLKBOT OR BBRCBLKGBRACEBEAMAWSSOG SIMSCHEDRFØSHTSECTREINFREFREQDPREFABPLYPTPWPSFPJPPROPSPECIFICATIONSSLAB ON GRADESHEAR NAILSPACINGSIMILARROUND; DIAMETERROOFSEPARATIONSCHEDULEPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOUND; NUMBERPRESSURE TREATEDPROPERTYMECHANICALNEWNORTHON CENTERNOT TO SCALENUMBEROPENINGOPPOSITEOUTSIDE FACEORIENTED STRAND BOARDOPPOSITE HANDMINIMUM; MINUTEOUTSIDE DIAMETERMISCELLANEOUSMANUFACTURERPARA OR //PLF PLPLCSP OR PL.PERPOPNGOSBORIGOHOFNTSMECHMISCNPLYWOOD INDEXPRECAST; PIECEPLATEPLACESPARALLELARCHITECTURAL EXPOSED STRUCTURAL STEELAMERICAN NATIONAL STANDARDS INSTITUTEAMERICAN INSTITUTE OF STEEL CONSTRUCTIONADDITIONALANCHORALTERNATEALUMINUMAPPROVEDENGINEERED WOOD ASSOCIATION (FORMERLY THEANCHAPPROXAPPVDANSIAISCACILIGHTWEIGHTMAXIMUMLONG LEG HORIZONTALMBLPLSHLINLB(S) OR #DIA OR ØLAMINATED STRAND LUMBERLSLABOVE AND BELOWA & BRR ROOF RAFTERPOST ABOVEPAFLOOR TIE ABOVEFTAKING POSTKPWO WHERE OCCURSABOVEABVKING STUDKSTS TRIMMER STUDINDICATES CONTINUOUS FOOTING TYPE PER SCHEDULEC1\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S1\1778-01-UR19 - S1-101.dwg, S1_101, May 07, 2021 3:20pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO.REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTALS1-101/WIDE FLANGE STEEL COLUMNSTEEL HSS TUBE COLUMNSTEEL HSS TUBE COLUMNDDDDDDDDDDDDDDDDDDDDSTEEL HSS OR PIPE COLUMNOLUMNDDDWOOD POSTDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRAFTDRAFTFABBREVIATIONSABBREVIATIOFFFFFFINDICATES EXISTING NON-BEARING CONCRETE WALLEXISTING NON-BEARING CFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFINDICATES EXISTING BEARING CONCRETE WALLINDICATES EXISTING BEARING CONCRETE WALLFFFF101
S1-1021. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:A. 2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2019 EDITION ANDLATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.B. ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK,INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).C. CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALLBE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TOTHE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORKPERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BECORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER ORARCHITECT.3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALLBE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALEDFROM THE DRAWINGS.5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTEDB. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESSNOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGSC. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETCD. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWNE. FLOOR AND ROOF FINISHESF. MISCELLANEOUS DRAINAGE AND WATERPROOFINGG. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEELH. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC.,EXCEPT AS SHOWN OR NOTED.B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FORMOTOR MOUNTS.7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DONOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURESNECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUTNOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THECONTRACTOR IS RESPONSIBLE FOR PROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS,INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTINGSTRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OFCONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDEINSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTIONSAFETY.8. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTORSHALL MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP,SHORTENING, ETC..9. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS,UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHENDRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURALDRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.10. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODEOR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.11. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLEDEXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCHSTRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIEDIMMEDIATELY.12. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOTEXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATESHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.13. CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FORPOCKETS, BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING14. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWOWORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.15. EDGE OF SLAB DIMENSIONS TO BE COORDINATED AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TOFABRICATION.GENERAL1. DIMENSIONS SHALL BE DEFINED TO INCLUDE BOTH HORIZONTAL DIMENSIONS AND VERTICAL DIMENSIONS(ELEVATIONS).2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS.3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT NOTED ON STRUCTURAL DRAWINGS.4. SEE ARCHITECTURAL DRAWINGS FOR FINISH FLOOR ELEVATIONS.5. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND/OR ROOF ELEVATIONS.6. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THEARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.DIMENSIONS\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S_\1778-01-UR19 - S-102.dwg, S1_102, May 07, 2021 3:20pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL1. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING:A. DESIGN LATERAL SOIL LOADS ARE IN ACCORDANCE WITH 2019 CBC TABLE 1610.1B. ALLOWABLE FOUNDATION BEARING AND LATERAL PRESSURES ARE IN ACCORDANCE WITH2019 CBC TABLE 1806.2C. VALUES LISTED SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER AS REQUIRED BY THEBUILDING OFFICIAL2. SPREAD OR CONTINUOUS FOOTINGS:NOTES:A. THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OFSHORT DURATION SUCH AS WIND OR SEISMIC FORCES.B. THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCEAND PASSIVE RESISTANCE .C. THE UPPER 6 INCHES OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHENCALCULATING PASSIVE RESISTANCE.3. WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALLCRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATIONPROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES,STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.4. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATERAND/OR SEEPAGE.5. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIORTO PLACING CONCRETE AND REINFORCING.6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITSAND INSTALLATION OF SUCH BRACING.7. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLYCOMPACTED IN LAYERS IN ACCORDANCE WITH THE STANDARDS OF CONSTRUCTION. FLOODING WILL NOTBE PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIAL. IFREQUIRED BY THE BUILDING OFFICIAL, A GEOTECHNICAL ENGINEER SHALL PROVIDE INSPECTION PER 1705.6.8. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTOUNDISTURBED SOILS.ELEMENTALLOWABLE BEARINGCAPACITY (PSF) AALLOWABLE LATERAL RESISTANCE BPASSIVE RESISTANCE(PSF/FT BELOWGRADE)COHESION (PSF)CONTINUOUSFOUNDATIONS1,500100 120FOUNDATIONEXISTING CONDITIONS1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENTKNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECTAND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FORNEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.EXISTING UNDERGROUND UTILITIES1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THECONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANYSUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TOEXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWOWORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.DEMOLITION1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A WAY AS NOT TO DAMAGE EXISTING ELEMENTS, WHICHARE TO REMAIN IN THE FINISHED STRUCTURE.2. ALL ELEMENTS OF THE STRUCTURE, WHICH ARE TO REMAIN, AND WHICH ARE DAMAGED DURING DEMOLITIONWORK SHALL BE REPLACED AT NO ADDITIONAL COST. EXISTING ELEMENTS SHALL BE PROTECTED TO THEFULLEST EXTENT POSSIBLE, IN ORDER TO MITIGATE DAMAGE.3. CONTRACTOR IS REPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL EXISTING ELEMENTS THAT ARENECESSARY FOR THE INSTALLATION OF ALL NEW WORK.4. WHERE EXISTING PARTITION WALLS ARE TO BE DEMOLISHED, CONTRACTOR SHALL VERIFY WALLS ARENON-BEARING PRIOR TO DEMOLITION. IF WALLS ARE FOUND TO BE BEARING, CONTRACTOR SHALL NOTIFYARCHITECT IMMEDIATELYMATERIAL ASTM STANDARDPORTLAND CEMENT (TYPE II)AC150CONCRETE AGGREGATES (HARDROCK)C33CONCRETE AGGREGATES (LIGHTWEIGHT)CC330WATERBC1602COAL FLY ASH OR POZOLLAN (CLASS F)C618NATURAL OR MANUFACTURED SAND C33CONCRETELOCATION IN STRUCTUREMINIMUM STRENGTH(PSI)DENSITY (PCF)MAX SLUMP(IN±1)MAXWATER/CEMENTRATIOFLY ASHBY WT(MAX)CONCRETEFOUNDATIONS, GRADEBEAMS, TIE BEAMS2,50015040.5 0.15CONCRETE SLAB ONGRADE2,50015040.45 0.15STAIRS ON GRADE, CURBSAND OTHER NON-STRUCTURAL CONCRETE2,50015040.5 0.151. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THEPROVISIONS OF ACI 318-14.2. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:A. FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-14 TABLE19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH THE BUILDING OFFICIAL.B. WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENTRATIO BE EXCEEDED.C. PUMICE AGGREGATE SHALL NOT BE USED.3. CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-14, WHICH REFERENCESACI 301-10 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVESTRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACOORDANCE WITH ACI 301-10 ARTICLE 4.2.3.4.SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):4. READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANC.E WITH THE REQUIREMENTS OFASTM C94 OF C685.5. DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-14 ANDPROJECT SPECIFICATIONS.6. ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED ANDROUGHENED TO 1/4" AMPLITUDE.7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED INPOSITION PRIOR TO PLACING CONCRETE.8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUTANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THEDRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.9. PIPES EMBEDDED IN CONCRETE:A. CONCRETEa. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETEEXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.b. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.c. DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.1. REINFORCING BARS SHALL BE ASTM A615, GRADE 60 AND CONFORM TO THE REQUIREMENTS OF CHAPTER 19OF THE CODE AND WITH THE PROVISIONS OF ACI 318-14.2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCINGBAR BENDS SHALL BE MADE COLD.3. WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDEDDEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS ANDALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-14 SECTION25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.4. REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTALBARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.A. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-14SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.5. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE THE CONCRETE ISPLACED AND SHALL BE SECURED AGAINST DISPLACEMENT DURING CONSTRUCTION WITHIN PERMITTEDTOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPERDISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS,REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATESTEDITION.6. CONCRETE PROTECTION FOR REINFORCEMENTTHE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FORREINFORCEMENT IN CAST-IN-PLACE CONCRETE (NON-PRESTRESSED):MINIMUM COVER, IN.A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH3B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO.6 THROUGH NO. 18 BAR NO.5 BAR, W31 OR D31 WIRE & SMALLER21 12"C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: NO.14 AND NO.18 BARS NO.11 BAR & SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS1 12"34"1 12"REINFORCING STEEL1. PRESERVATIVE TREATMENT:A. WOOD MEMBERS SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AITC 109-07, STANDARD FORPRESERVATIVE TREATMENT, BASED ON THE SERVICE CONDITION PER THE USE CATEGORIES (UC#) SPECIFIED INAWPA U1-06.a. UC1 - INTERIOR CONSTRUCTION, ABOVE GROUND, DRY - NO PRESERVATIVE TREATMENT REQUIREDb. UC2 - INTERIOR CONSTRUCTION, ABOVE GROUND, WET - PRESERVATIVE TREATMENT REQUIRED IF THE HUMIDITY OR MOISTURE CONDENSATION IS 20% OR GREATER.c. UC3 - EXTERIOR CONSTRUCTION ABOVE GROUND - PRESERVATIVE TREATMENT REQUIRED.B. FOR ALL TREATED WOOD MEMBERS, ALL CUTS, HOLES AND INJURIES SUCH AS ABRASIONS OR HOLES FROMREMOVAL OF NAILS AND SPIKES WHICH MAY PENETRATE THE TREATED ZONE SHALL BE FIELD TREATED INACCORDANCE WITH AWPA M4-06. THE FOLLOWING FIELD TREATMENTS SHALL BE USED:a. BORED HOLES: HOLES FOR CONNECTORS OR BOLTS MAY BE TREATED BY PUMPING COAL TAR ROOFING CEMENT MEETING ASTM D5643 INTO HOLES USING A GREASE GUN OR SIMILAR DEVICEb. EXTERIOR: COPPER NAPHTHENATEc. INTERIOR: INORGANIC BORON PRESERVATIVES LIMITED TO USE IN APPLICATIONS NOT IN CONTACT WITH GROUND AND CONTINUOUSLY PROTECTED FROM LIQUID WATERWOOD (GENERAL)1. FRAMING LUMBER SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISE NOTED: 2. FLOOR JOISTS SHALL BE GRADE STAMPED “S-DRY” WHICH INDICATES A MOISTURE CONTENT NOTEXCEEDING 19 PERCENT.3. ALL SOLE PLATES AND TOP PLATES SHALL BE GRADE STAMPED “KD” WHICH INDICATES KILN DRIED WITH AMOISTURE CONTENT NOT EXCEEDING 15 PERCENT.4. STUD WALLS SHOWN ON PLANS ARE NONBEARING PARTITIONS WALLS, BEARING WALLS OR SHEAR WALLSBELOW THE FRAMING LEVEL, UNLESS NOTED OTHERWISE. STUDS SHALL BE SIZE AND SPACING AS NOTED IN THEDRAWINGS, SEE PLANS AND ARCHITECTURAL DRAWINGS. UNLESS OTHERWISE NOTED.5. MINIMUM FRAMING NAILING SHALL CONFORM TO CBC TABLE 2304.10.1. ALL NAILS SHALL BE COMMON WIRENAILS. PREDRILL NAIL HOLES TO 70% OF NAIL SHANK DIAMETER WHERE NAILING TENDS TO SPILT WOOD.6. UNLESS OTHERWISE NOTED, ALL WOOD SILL PLATES UNDER BEARING, EXTERIOR, OR SHEAR WALLS IN CONTACTWITH CONCRETE OR MASONRY SHALL BE BOLTED TO THE CONCRETE OR MASONRY WITH 5/8” Ø X 12” BOLTSW/ 0.229" X 3" X 3" PLATE WASHER (GALV) AT 4'-O”' O.C. BEGINNING AT 9" O.C. MAXIMUM FROM EACH ENDOF THE PLATES. THE BOLTS SHALL EXTEND A MINIMUM OF 7” INTO THE CONCRETE OR MASONRY. (POWDERDRIVEN PINS AT 1/3 OF THE BOLT SPACING OR 24” O.C. MAXIMUM MAY BE SUBSTITUTED FOR THE ANCHORBOLTS AT INTERIOR NON-SHEAR WALLS ONLY).7. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER WITH AWPA TREATMENT C2USING EITHER ALKALINE QUAT (ACQ TYPE B AND D), COPPER AZOLE (CBA-A, CA-B), OR SODIUM BORATES(SBX). ANCHOR BOLTS, FASTENERS, AND METAL FRAMING CONNECTORS IN CONTACT WITH PRESSURETREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED TO A RATING OF G-185 PER ASTM A653.8. PROVIDE 2 STUDS UNDER ALL 4 X 10 AND LARGER BEAMS OR HEADERS AT SPANS 6 FEET OR LONGER, UNLESSOTHERWISE NOTED. WHERE POSTS OR MULTIPLE STUDS UNDER BEAMS OR HEADERS ARE CALLED FOR ONDRAWINGS THOSE POSTS OR MULTIPLE STUDS SHALL BE CARRIED TO THE FOUNDATION/PODIUM LEVEL.9. PROVIDE THE FOLLOWING BLOCKING AS A MINIMUM, UNLESS SHOWN OTHERWISE:2” X FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER SUPPORT.2” X FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER AND BELOW PARTITION WALLS.10. DOUBLE JOISTS UNDER PARTITIONS RUNNING PARALLEL TO JOISTS, UNLESS SUPPORTED BY A WALL BELOW ORSHOWN OTHERWISE. NAIL DOUBLED JOISTS WITH 16D AT 12” O.C., STAGGERED.11. BRIDGING SHALL BE 2 X SOLID BLOCKS, INSTALLED AS FOLLOWS:ROOF JOISTS MORE THAN 10" DEPTH, 8'-O” O.C. MAXIMUM, NOT MORE THAN 8'-0' FROM SUPPORT.FLOOR JOISTS MORE THAN 10” DEPTH, 8'-O” O.C. MAXIMUM, NOT MORE THAN 8'-0' FROM SUPPORT.12. JOIST HANGERS AND OTHER METAL FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULARTYPE AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, STOCKTON, CALIFORNIA. ACCESSORIES OFOTHER MANUFACTURE WITH EQUIVALENT LOAD CARRYING CHARACTERISTICS MAY BE USED.13. FIRE STOPPING, BACKING FOR INTERIOR FINISHES, NONBEARING WALLS, AND OTHER NON-STRUCTURALFRAMING ARE NOT NECESSARILY SHOWN ON STRUCTURAL DRAWINGS.SAWN LUMBER PROPERTIESUSE SIZE SPECIES GRADE REFERENCEMUDSILLS2 X 4D.F.STANDARD OR BETTERPRESSURE TREATED2019 CBC2303.1.92 X 6 AND LARGERD.F.NO. 2 OR BETTERPRESSURE TREATED2 XREDWOOD FOUNDATION GRADEHORIZONTAL FRAMING LUMBERROOF JOISTS AND RAFTERS2 xD.F.NO. 2WCLIB &WWPAFLOOR JOISTS2 XD.F.NO. 2HEADERS AND BEAMS4 XD.F.NO. 2ANY OTHER HORIZONTAL4 X 4 AND SMALLERD.F.NO. 26 X 6 AND LARGERD.F.NO. 1VERTICAL FRAMING LUMBERTOP PLATES2 XD.F.NO. 2WCLIB &WWPASTUDS2 X 4 & 3 X 4D.F.STUD2 X 6 & 2 X 8D.F.NO. 2POSTS4 X 4 & 4 X 6 POSTSD.F.NO. 26 X 6 & LARGER POSTSD.F.NO. 1ALL OTHER FRAMING LUMBERALL OTHER FRAMING LUMBER,UNOALL SIZESD.F.STANDARD & BETTERWCLIB &WWPASAWN LUMBERGENERAL:USE ALL SPECIFIED FASTENERS AS SPECIFIED ON PLANS. IF NOT INDICATED ON PLANS PROVIDE FASTENERS PER MFR'SAPPROVED ICC-ESR REPORT OR PRODUCT LITERATUREHOLDOWNS:1. DO NOT OVER TIGHTEN NUTS ON TIE-DOWN ANCHOR RODS OR BOLTS. TIGHTEN ANCHOR ROD NUTSONE-THIRD TO ONE HALF TURN BEYOND FINGER TIGHT2. INSTALL ALL HOLDOWNS TIGHT TO END STUDS/POST, DO NOT USE FILLER BLOCKS. FOR MISALIGNED ANCHORBOLTS, EXTEND THE ANCHOR ROD AT A 1:6 (HORIZ/VERT) USING A COUPLER WITH EQUIVALENT ANCHOR RODAND INSTALL THE HOLDOWN HIGHER ON END STUD / POST3. FOR HOLDOWNS THAT BOLT TO END POSTS, INSTALL THE HEAD OF THE BOLT TO THE BRACKET SIDE, AND ONTHE SIDE OPPOSITE THE BRACKET, INSTALL A WASHER BETWEEN THE NUT AND THE STUD / POSTSTIE DOWN & COLLECTOR STRAPS:1. TIE DOWN AND COLLECTOR STRAPS SHALL BE INSTALLED STRAIGHT AND TRUE. DO NOT FOLD, BEND, KINK OROTHERWISE ALTER CONNECTOR STRAPS2. INSTALL TIE DOWN STRAPS DIRECT TO POST IN LIEU OF OVER SHEATHING. STRAPS MAY BE INSTALLED ON THEUNSHEATHED SIDE OF THE END STUDS / POSTSHARDWARE AND CONNECTORSDRAFTTAD.SIZD. SIZMOMO7. THE CON7 THE CONNOT INDNECESSANOT BE LCONTRAINCLUDINSTRUCTUCONSTRINSPECTISAFETY.8.THE CONSHALL MSHORTEN9.OPENINGUNLESS SDRAWINDRAWIN10.ASTM SPOR AS RE1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENTON SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENTKNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.EDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECTCONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECTAND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FORTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FORNEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.CTION SHALL AFTEXISTING UNDERGROUND UTILITIESUNDERG1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUNDAND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THEHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THECONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THEHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANYHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANYSUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.IED CONDITI2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TOEXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.E AND PRESE3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWOWORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.WORKING DAYS BEFORE STAA.FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.A. FOR PROJECTS IN SOUTB. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.B. FOR PROJECTS IN NOR8.PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THEAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THEDRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.9.PIPES EMBEDDED IN CONCRETE:9. PIPES EMBEDDED IN CONCRETE:A.CONCRETEa. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETEGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETEEXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.HERE SPECIFICb.PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.ALL NOT DISPLAc. DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR102
S1-103\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S_\1778-01-UR19 - S-103.dwg, S1_103, May 07, 2021 3:20pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL1. WOOD STRUCTURAL PANELS SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISENOTED: TABLE NOTES:A. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS FOR THEIR TYPE INACCORDANCE WITH THE FOLLOWING VOLUNTARY STANDARDS BY THE ENGINEERED WOODASSOCIATION (APA):a. VOLUNTARY PRODUCT STANDARD, STRUCTURAL PLYWOOD, PS 1-09b. VOLUNTARY PRODUCT STANDARD, PERFORMANCE STANDARD FOR WOOD-BASEDSTRUCTURAL-USE PANELS, PS 2-10B. WOOD STRUCTURAL PANELS SHALL BE IDENTIFIED BY THE APA TRADEMARK INDICATINGCONFORMANCE TO THE APPLICABLE VOLUNTARY STANDARDC. WHERE PANELS ARE EXPOSED TO REPEATED WETTING AND REDRYING, LONG-TERM EXPOSURE TOWEATHER, OR CONDTIONS OF SIMILAR SEVERITY, "EXTERIOR" APA RATED PLYWOOD SHEATHING SHALLBE USED. C-D “EXPOSURE 1" APA RATED PLYWOOD SHEATHING (CDX) SHALL NOT BE USED FORCONDITIONS INVOLVING LONG-TERM EXPOSURE TO WEATHER.a. EXCEPTION: WOOD STRUCTURAL PANEL ROOF SHEATHING EXPOSED TO THE OUTDOORS ON THEUNDERSIDE IS PERMITTED TO BE "EXPOSURE 1" TYPE.b. WOOD STRUCTURAL PANELS TO BE USED AS SIDING SHALL COMPLY WITH ANSI/APA PRP-210.D. ORIENTED STRAND BOARD (OSB) WITH EQUIVALENT CLASSIFICATION AND RATINGS MAY BE USED IN LIEUOF PLYWOOD FOR WOOD STRUCTURAL PANEL WALL SHEATHING.2. TRANSPORTATION, STORAGE, AND HANDLING:A. TRANSPORTATIONa. IN TRANSPORTING PANELS ON OPEN TRUCK BEDS, COVER THE BUNDLES WITH A TARP.B. STORAGEa. ALWAYS STORE THE PANELS UNDER COVER WHENEVER POSSIBLEb. WHEN STORING PANELS OUTSIDE STACK THEM ON A LEVEL SURFACE ON TOP OF STRINGERS OROTHER BLOCKING, THREE STRINGERS MINIMUM.c. NEVER LEAVE PANELS IN CONTACT WITH THE GROUNDd. COVER THE STACK WITH A PLASTIC TARP, ENSURING THAT THE BUNDLE IS WELL VENTILATED TOPREVENT MILDEW.e. IF MOISTURE ABSORPTION IS EXPECTED, CUT THE STEEL BAND TO PREVENT DAMAGEf. KEEP SANDED OR OTHER APPEARANCE GRADE PANELS AWAY FROM HIGH TRAFFIC AREASC. HANDLINGa. ALWAYS PROTECT ENDS AND EDGES, ESPECIALLY TONGUE AND GROOVE PRODUCTS, FROMPHYSICAL DAMAGE.b. ACCLIMATIZE THE PANELS FOR 24 HOURS MINIMUM BEFORE INSTALLATION BY STANDING THEPANELS ON EDGE WITH A GAP BETWEEN EACH TO ALLOW FOR AIR CIRCULATION OR PERMANUFACTURER'S RECOMMENDATIONS.3. PLYWOOD ORIENTATIONA. ROOF AND FLOOR SHEATHING SHALL BE LAID WITH THE GRAIN OF THE OUTER PILES PERPENDICULAR TOTHE FRAMING MEMBERS, SHALL BE CONTINUOUS OVER 2 JOIST BAYS MINIMUM AND END JOINTS SHALLBE JOINED OVER FRAMING AND STAGGERED. LEAVE A 18" GAP BETWEEN PANELS TO ALLOW FOR PANELEXPANSION UNLESS RECOMMENDED OTHERWISE BY THE PANEL MANUF. REFER TO SPECIFIC DETAILS INTHE DRAWINGS FOR FURTHER PARAMETERS.B. PLYWOOD OR OSB WALL SHEATHING MAY BE APPLIED VERTICALLY OR HORIZONTALLY. ALL END JOINTSBE JOINED OVER FRAMING AND STAGGERED.4. BLOCKING:A. WALLS: ALL SHEAR WALLS SHALL BE FULLY BLOCKED AT PLYWOOD EDGES.5. FASTENERSA. USE SHEATHING NAILS SAME GAUGE AS COMMON WIRE NAILS WITH LENGTHS AT LEAST EQUAL TOSHEATHING THICKNESS PLUS REQUIRED PENETRATION PER AWS SDPWS TABLE 4.2A OR 4.3A (ASREQUIRED).B. EQUIVALENT PNEUMATIC DRIVE NAILS OR STAPLES MAY BE USED IF FASTENER MANUFACTURER HASRECEIVED ICC OR IAPMO APPROVAL FOR THE INTENDED US. FASTENERS TO BE SUBSTITUTED SHALL BEEQUIVALENT IN LATERAL AND WITHDRAWAL STRENGTH TO THE SIZE OF COMMON NAIL SPECIFIED.C. TYPICAL NAILING SHALL BE 10D AT 6” O.C. AT ALL SUPPORTED EDGES AND OVER SHEARWALLS, AND 10D AT 12” O.C. AT ALL INTERMEDIATE SUPPORTS, UNLESS OTHERWISE NOTED, SEE PLANSAND REFER TO SHEAR WALL SCHEDULE.WOOD STRUCTURAL PANELS (SHEATHING)WOOD STRUCTURAL PANEL PROPERTIESUSE PLYBONDCLASSIFICATION CSHEATHINGGRADEPERFORMANCERATINGSPAN RATINGRATING BREFERENCE AROOF5EXPOSURE 1REFER TO TYPICAL DIAPHRAGM SCHEDULEAPA2019 CBC2303.1.5(DOC PS 1-09OR PS 2-10)FLOOR5EXPOSURE 1 APAWALL D5EXPOSURE 1 REFER TO TYPICAL SHEAR WALL SCHEDULE APA1. STRUCTURAL COMPOSITE LUMBER SHALL HAVE STRUCTURAL CAPACITIES AND DESIGN PROVISIONSESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D5456 PER CODE SECTION 2303.1.102. STRUCTURAL COMPOSITE LUMBER SHALL BE IDENTIFIED WITH THE MANUFACTURER'S NAME AND/OR LOGO, THENAME AND OR LOGO OF THE INSPECTION AGENCY (PFS CORP , INTERTEK,OR APA-EWS) AND THEEVALUATION REPORT NUMBER, THE PLANT NUMBER, PRODUCT DESIGNATION OR TYPE, PRODUCTION DATE,AND GRADE.3. INSTALLATION, FABRICATION, IDENTIFICATION AND CONNECTION DETAILS SHALL BE IN ACCORDANCE WITHTHE APPLICABLE ICC REPORT.4. LAMINATED VENEER LUMBER (LVL)A. LAMINATED VENEER LUMBER SHALL BE ONE OF THE FOLLWING:a. MICROLLAM LAMINATED VENEER LUMBER GRADE 2.0E-2750Fb WS, MANUFACTURED BYWEYERHAEUSER IN ACCORDANCE WITH ICC-ESR 1387.b. REDLAM LAMINATED VENEER LUMBER GRADE 2.0E DF/LP/WH, MANUFACTURED BY REDBUILT INACCORDANCE WITH ICC-ESR 2993.B. IDENTIFICATION: IN ADDITION TO THE IDENTIFICATION LISTED FOR STRUCTURAL COMPOSITE LUMBERABOVE, LVL SHALL BE IDENTIFIED WITH THE SPECIES OR SPECIES GROUP.5. PARALLEL STRAND LUMBER (PSL)A. PARALLEL STRAND LUMBER SHALL BE PARALLAM PARALLEL STRAND LUMBER GRADE 2.2E DF,MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC-ESR 1387.6. LAMINATED STRAND LUMBER (LSL)A. LAMINATED STRAND LUMBER SHALL BE TIMBERSTRAND LAMINATED STRAND LUMBER GRADE 1.55E,MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC-ESR 1387.7. PRODUCTS FROM OTHER MANUFACTURER'S MAY BE USED WITH EQUAL OR GREATER CAPACITIES. REQUESTSFOR PRODUCT SUBSTITUTION SHALL FOLLOW THE REQUIREMENTS LISTED IN THE SUBMITTALS SECTION.STRUCTURAL COMPOSITE LUMBER1. THE DESIGN OF METAL PLATE CONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE FOLLOWINGA. CODES AND STANDARDS:a. THE GOVERNING CODE LISTED IN THE PROJECT GENERAL NOTESb. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16)c. NATIONAL DESIGN STANDARD FOR WOOD CONSTRUCTION AND SUPPLEMENT (ANSI/AWC NDS-2018)d. SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC (AWC SDPWS-2015)e. THE NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSCONSTRUCTION (ANSI/TPI 1-2014)B. DESIGN CRITERIA:a. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM VERTICAL LOADS AND OTHERLOADS INDICATED ON THE CONSTRUCTION DOCUMENTS (ATTIC MECHANICAL UNITS, ETC.)ROOF TRUSS LOADING:SPANISH TILE W/ MORTAR BED W/ GYP CEILING:TOP-CHORD DEAD LOAD: 26.2 PSF * (25.2 PSF SUPERIMPOSED)BOT CHORD DEAD LOAD: 7.3 PSF (5.7 PSF SUPERIMPOSED)ROOF - LIVE LOAD: 20 PSFDEFLECTION CRITERIA:DEAD + LIVE LOAD L/240LIVE LOAD ONLY L/360*INCLUDES 4 PSF ALLOWANCE FOR PV PANELSb. ( ) INDICATES UNFACTORED (1.0E) HORIZONTAL SEISMIC/WIND LOAD ON COLLECTOR TRUSSES.THE TRUSS DESIGNER SHALL DESIGN FOR THE TRUSSES FOR THE INDICATED HORIZONTAL LOADACTING IN BOTH THE TOP AND BOTTOM TRUSS CHORDS AND FOR THE TRANSFER OF THE FORCETO THE CHORDS THROUGH THE WEB.2. CONTRACTOR REQUIREMENTS:A. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS LISTED IN SECTION 2.3.4 OF ANSI/TPI 1-2014INCLUDING THE FOLLOWING:a. MEANS AND METHODS: THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS,TECHNIQUES, SEQUENCES, PROCEDURES, PROGRAMS AND SAFETY IN CONNECTION WITH THERECEIPT, STORAGE, HANDLING, INSTALLATION, RESTRAINING, AND BRACING OF THE TRUSSES.REFER TO THE GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING &BRACING OF METAL PLATE CONNECTED WOOD TRUSSES (BCSI-B1)b. TRUSS INSTALLATION SHALL COMPLY WITH INSTALLATION TOLERANCES SHOWN IN BCSI-B1c. TEMPORARY INSTALLATION RESTRAINT/BRACING FOR THE TRUSS SYSTEM AND THE PERMANENTTRUSS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH BCSI-B2.d. CONSTRUCTION LOADING ON TRUSSES SHALL BE DONE IN ACCORDANCE WITH BCSI-B4.e. TRUSS DAMAGE, JOBSITE MODIFICATIONS & INSTALLATION ERRORS SHALL BE BROUGHT TO THEIMMEDIATE ATTENTION OF THE EOR AND THE TRUSS DESIGNER, REFERENCE BCSI-B5.f. SUBMIT THE DRAWINGS FROM THE TRUSS DESIGNER/MANUFACTURER TO THE BUILDINGDEPARTMENT PRIOR TO FABRICATION FOR APPROVAL. A COPY OF THIS SUBMITTAL SHALL BEPROVIDED TO TEH ENGINEER OF RECORD FOR REVIEW OF GENERAL CONFORMANCE TO THEDESIGN INTENT. THE CONTRACTOR SHALL INCORPORATE THE TIME REQUIRED FOR THE SUBMITTALTO BE REVIEWED, STAMPED AND APPROVED BY ALL PARTIES AND SHALL HAVE THE APPROVEDTRUSS PLANS ON THE JOB SITE PRIOR TO FOUNDATION INSPECTION.3. TRUSS DESIGNER REQUIREMENTS:A. THE TRUSS DESIGNER SHALL MEET ALL THE REQUIREMENTS LISTED IN SECTION 2.3.5 OF ANSI/TPI 1-2014INCLUDING THE FOLLOWING:a. TRUSS DESIGNER SHALL SUPERVISE THE PREPARATION OF THE TRUSS DESIGN DRAWINGS WHICHSHALL CONTAIN THE INFORMATION LISTED IN SECTION 2.3.5.5 OF ANSI/TPI 1-2014. THIS INCLUDESALL TRUSS TO TRUSS CONNECTIONS, AND DETAILS FOR THE "CALIFORNIA FILL" AREAS.b. TRUSS DESIGNER SHALL COMPLY WITH THE REFERENCED CODE AND DESIGN CRITERIA ABOVE.c. TRUSS DESIGNER SHALL SHOW ALL HANGERS, BRACING AND RESTRAINTS AS WELL AS METHODOF RESTRAINT/BRACING ON THE TRUSS PLANS TO MEET ANY SEISMIC AND WIND REQUIREMENTSOF THE CODE.d. SUBMIT TRUSS DESIGN DRAWINGS INCLUDING ALL RELEVANT DETAILS FOR THE FABRICATION OFTHE TRUSSES AND PREPARE CALCULATIONS. ALL PLANS,DETAILS AND CALCULATIONS FOR THETRUSSES SHALL BE STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER (CIVIL ORSTRUCTURAL), LICENSED TO PRACTICE IN THE STATE OF CALIFORNIA.PRE-FABRICATED WOOD TRUSS NOTESDRAFTTAC.HA3.PLYWOOA. ROTHBE EXTHB. PLYBE CONSTRUCTION (ANSI/TPI 1-2014)ONSTRUCTION (ANSI/TPI 1-2014)B. DESIGN CRITERIA:RITERIA:a.TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM VERTICAL LOADS AND OTHERUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM VERTICAL LOADS AND OTHERLOADS INDICATED ON THE CONSTRUCTION DOCUMENTS (ATTIC MECHANICAL UNITS, ETC.)OADS INDICATED ON THE CONSTRUCTION DOCUMENTS (ATTIC MECHANICAL UNITS, ETC.)FROOF TRUSS LOADING:ROSPANISH TILE W/ MORTAR BED W/ GYP CEILING:TOP-CHORD DEAD LOAD: 26.2 PSF * (25.2 PSF SUPERIMPOSED)D LOAD: 26.2 PSF * (25.2 PSF SUPERIMPOSED)BOT CHORD DEAD LOAD: 7.3 PSF (5.7 PSF SUPERIMPOSED)DEAD LOAD: 7.3 PSF (5.7 PSF SUPERIMPOSED)ROOF - LIVE LOAD:20 PSFFDEFLECTION CRITERIA:DEFLECTION CRITERIA:DEAD + LIVE LOADDEAD + LIVE LOADL/240LIVE LOAD ONLY L/360*INCLUDES 4 PSF ALLOWANCE FOR PV PANELSb.( ) INDICATES UNFACTORED (1.0E) HORIZONTAL SEISMIC/WIND LOAD ON COLLECTOR TRUSSES.) INDICATES UNFACTORED (1.0E) HORIZONTAL SEISMIC/WIND LOAD ON COLLECTOR TRUSSESTHE TRUSS DESIGNER SHALL DESIGN FOR THE TRUSSES FOR THE INDICATED HORIZONTAL LOADHE TRUSS DESIGNER SHALL DESIGN FOR THE TRUSSES FOR THE INDICATED HORIZONTAL LOADACTING IN BOTH THE TOP AND BOTTOM TRUSS CHORDS AND FOR THE TRANSFER OF THE FORCECTING IN BOTH THE TOP AND BOTTOM TRUSS CHORDS AND FOR THE TRANSFER OF THE FORCETO THE CHORDS THROUGH THE WEB.O THE CHORD2.CONTRACTOR REQUIREMENTS:2. CONTRACTOR REQUIREMENTA. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS LISTED IN SECTION 2.3.4 OF ANSI/TPI 1-2014A. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS LISTED IN SECTION 2.3.4 OF ANSI/TPI 1-2014
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S1-104\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S_\1778-01-UR19 - S-104.dwg, S1_104, May 07, 2021 3:20pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL1. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:A. GENERAL:a. STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCEWITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.B. OWNER REQUIREMENTS:a. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TOPERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.C. SPECIAL INSPECTOR QUALIFICATIONS:a. THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDINGOFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE ORTRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THEDOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OFSPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIALQUANTITIES.D. CONTRACTOR REQUIREMENTS:a. SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONSAND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALLOCCUR PRIOR TO SPECIAL INPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIALINSPECTOR.b. THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIREDREMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETIONOF THE REQUIRED SPECIAL INSPECTION.c. ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMICFORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM ORCOMPONENT. THE STATEMENT OF RESPONSBILITY SHALL CONTAIN ACKNOWLEDGEMENT OFAWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OFSPECIAL INSPECTIONS.E. SPECIAL INSPECTOR REPORT REQUIREMENTS:a. THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONSb. THE SPECIAL INPSECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL ANDTO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED INCONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FORCORRECTION.e. IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDINGOFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THECOMPLETION OF THAT PHASE OF WORK.f. A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANYDISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.STATEMENT OF SPECIAL INSPECTIONS1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE BUILDING OFFICIAL:A. TRUSS DESIGN DRAWINGS2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES ANDSIMILAR SUBMITTALS), THE CONTRACTOR SHALL HAVE:A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THEREQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTORREVIEWING AND VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTIONTRADES:B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIEDPERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOGNUMBERS AND SIMILAR INFORMATIONC. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FORMEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETYPRECAUTIONS AND PROGRAMS.3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HASSATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'SREVIEW AND APPROVAL OF THAT SUBMITTAL.4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THECONTRACT DOCUMENTS SHALL BE ABSOLUTE:a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOESNOT CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TOTHE CONTRACT DRAWINGS.b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS ORMODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROMTHE SUBMITTAL PRIOR TO SUBMISSION.5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEENREVIEWED AND APPROVED BY THE BUILDING OFFICIAL.SUBMITTALS1. SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OFFABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1.A. WOOD BUILDINGSa. WOOD STRUCTURAL PANELS (SHEATHING) SHALL BE IDENTIFIED BY THE APA TRADEMARK.SHOP FABRICATIONREQUIRED VERIFICATION AND INSPECTIONSCONCRETE CONSTRUCTIONCODE TABLE 1705.3SPECIAL INSPECTION OR TESTCONTINUOUSPERIODICREFERENCEDSTANDARDCBC REFERENCE3. INSPECT ANCHORS CAST IN CONCRETE___XACI 318:17.8.2___4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS (b) (a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS (b) MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.XXACI 318: 17.8.2.4ACI 318: 17.8.2______WOODCODE CHAPTER 17 AND REFERENCED 2018 NDS AND AWC SDPWS-2015SPECIAL INSPECTION OR TESTCONTINUOUSPERIODICCBC REFERENCE3. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THESHEATHING LESS THAN OR EQUAL TO 4" OC. - WOOD SHEAR WALLS - WOOD DIPHRAGMS - DRAG STRUTS - SHEAR PANELS - HOLD-DOWNS___X 1705.12.24. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THESHEATHING GREATER THAN 4" OC (NOT REQUIRED) - WOOD SHEAR WALLS - WOOD DIAPHRAGMS - DRAG STRUTS - SHEAR PANELS - HOLD-DOWNS___ ___1705.12.2SOILSCODE TABLE 1705.6SPECIAL INSPECTION OR TESTCONTINUOUSPERIODIC1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY___X2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.___X3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS___X4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.X___5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.___X(AT THE DISCRETION OFTHE BUILDING OFFICIAL)DRAFTTA1. THE FOLLA. TR2. BEFORE SSIMILAR A. RERERETRAB. DEPENUC.DEMESUBMIT3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALSCATION AND TESTING OF COMPACTED FILL MATERIALS______XX4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENTPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.N OF COMPACTED FILL.XX______5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HASENT OF COM BEEN PREPARED PROPERLY.OPERLY.______XXAFTAFTAFTAFTATTT104
BAAB1122B5'-9"B24'-0"B8'-3"6A(2) 2x66B(2) 2x66B(2) 2x66A(2) 2x6B10'-9"6A(2) 2x66A(2) 2x6C1.25C1.25C1.25C1.254" SOG W/#4 @ 16" OC, EW@ MID-HEIGHT31S-31134S-311TYP31S-31131S-31131S-311BAAB1122(2) 2x66A(2) 2x66AB10'-9"(2) 2x66A(2) 2x66B(2) 2x66B(2) 2x66AB8'-3"B24'-0"C5'-9"23S-42123S-42113S-42114S-421HDR BELHDR BELTYP44S-421DT (200 PLF)RTDT (200 PLF)FOUNDATION PLAN NOTES1. SEE THE FOLLOWING SHEETS FOR GENERAL NOTES AND TYPICAL DETAILS.2. SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOOR ELEVATION = 0'-0" CORRESPONDS TO FINISHED FLOOR ELEVATION.3. SEE ARCHITECTURAL DRAWINGS FOR ALL EXTERIOR CONCRETE PAVING, SLABS, BASES, CURBS, ETC.4. FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.5. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLABS.6. ALL DIMENSIONS SHOWN ARE FROM FACE OF MASONRY, FACE OF SHEATHING, OR CENTERLINE OF COLUMN.UNLESS NOTED OTHERWISE, ALL COLUMNS ARE CENTERED IN STUD WALLS.7. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS INBEARING AND NON-BEARING WALLS.8. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.9. SEE ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL EMBEDDEDITEMS AND SLAB PENETRATIONS.10. FOR TYPICAL SLAB-ON-GRADE REQUIREMENTS, INCLUDING SLAB JOINTS, SEE DETAIL 31/S-30111. ALL POSTS IN 6"x WALLS SHALL BE 6x6 UNLESS NOTED OTHERWISEALL POSTS IN 4"x WALLS SHALL BE 4x4 UNLESS NOTED OTHERWISE12. PLATE WASHERS ARE REQUIRED FOR ALL SILL PLATE ANCHOR BOLTS13. ALL HOLDOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING14. ALL BOLT HOLES, IN WOOD MEMBERS, SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED. INSPECTOR TO VERIFY13. THE BUILDING PAD SHALL BE PREPARED AS OUTLINED IN DETAIL 53/S-301. THE BUILDING OFFICIAL SHALLREQUIRE PAD CERTIFICATION BY A GEOTECHNICAL ENGINEER AT THEIR DISCRETION.14. BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING OFFICIAL:A. 18" BELOW PAD OR ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNOB. 18" BELOW PAD OR ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNONOTE: FOOTING MUST BE DEEPENED LOCALLY PER DETAIL 32/S-301 TO ACCOMMODATE ANCHOR BOLT HOLDOWN EMBED DEPTHSDESCRIPTIONSHEET(S)SYMBOLS AND ABBREVIATIONS S-101STRUCTURAL GENERAL NOTES S-102 - 103TESTING AND INSPECTION S-104TYPICAL CONCRETE DETAILS S-301TYPICAL WOOD DETAILS S-401 - S-405SYMBOL LEGENDXXX'-X"INDICATES SHEAR WALL TYPE AND LENGTH, PER SCHEDULE ON DETAIL 13/S-402INDICATES BEARING STUD WALL PER PLANSCHEDULESSHEARWALL HOLDOWN SCHEDULEDETAIL INDICATES SIMPSON HOLDOWN W/ SSTB TO: CONCRETE FOUNDATION:22/S-311SPECIFIES HOLDOWN/STRAP DETAILINDICATES HOLDOWN/STRAP TYPE1x6xCONTINUOUS FOOTING SCHEDULEMARK WIDTHMIN EMBED BELOWLOWEST PAD GRADELONG REINF TRANS REINF DETAIL1'-3" SEE NOTE 14(2) #4 BOT(2) #4 BOT#3 @ 12" OC, BOT31/S-311C1.25ROOF FRAMING PLAN NOTES1. SEE THE FOLLOWING SHEETS FOR GENERAL NOTES AND TYPICAL DETAILS.2. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.3. SEE ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OFROOF OPENINGS NOT SHOWN ON ROOF FRAMING PLANS. SEE DETAIL 23/S-403 FOR TYPICAL OPENINGS,UNLESS NOTED OTHERWISE.4. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS INBEARING AND NON-BEARING WALLS.5. ALL LINES OR MEMBERS INDICATED AS "STRUT" SHALL RECEIVE (2) ROWS OF BOUNDARY NAILING (BN),STAGGERED.6. ALL POSTS IN 6"x WALLS SHALL BE 6x6, UNLESS NOTED OTHERWISE.ALL POSTS IN 4"x WALLS SHALL BE 4x4 UNLESS NOTED OTHERWISE7. ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE ARCHITECTURALDRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTITION WALL DETAIL 43/S-401, UNO8. PLYWOOD SHEATHED DIAPHRAGM TYPES:ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNOREFER TO 12/S-403DESCRIPTIONSHEET(S)SYMBOLS AND ABBREVIATIONS S-101STRUCTURAL GENERAL NOTES S-102 - 103TESTING AND INSPECTION S-104TYPICAL CONCRETE DETAILS S-301TYPICAL WOOD DETAILS S-401 - S-4051. FOR PREFABRICATED ROOF TRUSS NOTES SEE NOTES ON SHEET S-103ROOF TRUSS SCHEDULEMARK DESCRIPTION REMARKSRTROOF TRUSS (COMMON)24" OC MAXSGT STRUCTURAL GABLE TRUSSMT MONO PITCH TRUSS 24" OC MAXJTJACK TRUSS 24" OC MAXVJTVALLEY JACK TRUSS 24" OC MAXCJT CORNER JACK TRUSSGT GIRDER TRUSSMGT MONO PITCH GIRDER TRUSSDT (#*)DRAG TRUSSCGT CALIFORNIA GIRDER TRUSSHRHIP RAFTER / JACK RAFTERCHT CALIFORNIA HIP TRUSS 24" OC MAX(PREFABRICATED ROOF TRUSSSYMBOL LEGENDXXX'-X"INDICATES SHEAR WALL TYPE AND LENGTH,PER SCHEDULE ON DETAIL 13/S-402INDICATES TOP PLATE SPLICE NAILING PER DETAILS 31/S-403. NAILING APPLIES TOENTIRE LENGTH OF TOP PLATE. PROVIDE TYPE SPLICE, ULESS NOTED OTHERWISEINDICATES BLOCKING & STRAPPING ABOVE & BELOWWINDOW OPENINGS PER DETAIL 44/S-402X*CINDICATES HEADER @ OPENING. REFER TO 32/S-401FOR HEADER SIZE, UNLESS NOTED OTHERWISEINDICATES CONT BLK & STRAP PER 14/S-405INDICATES DSC CONNECTION PER 11/S-405DSC #SCHEDULESSHEARWALL HOLDOWN SCHEDULEDETAIL INDICATES SIMPSON HOLDOWN W/ SSTB TO: CONCRETE FOUNDATION:22/S-311SPECIFIES HOLDOWN/STRAP DETAILINDICATES HOLDOWN/STRAP TYPE1x6x1FOUNDATION PLAN - MODERNSCALE: 1/4" = 1'-0"S1-201\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S1\1778-01-UR19 - Plans.dwg, S1-201, May 07, 2021 3:20pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL2ROOF FRAMING PLAN - MODERNSCALE: 1/4" = 1'-0"PLAN NORTHPLAN NORTHDRAFTDAADDAADDD(2) 2 6(2) 2 6DCONTINUOUS FOOTING SCHEDULECONTINUOUS FOOTING SCHEDULEMARK WIDTHWIDTHMIN EMBED BELOWMIN EMBED BELOWLOWEST PAD GRADELOWEST PAD GRADELONG REINF TRANS REINF DETAILLONG REINF TRANS REINF DETAIL1'-3" SEE NOTE 141'-3"(2) #4 BOT(2) #4 BOT#3 @ 12" OC, BOT31/S-3111/S-311C1.25AFTAFTAFTFFFTTTROOF FRAMING PLAN NOTESROOF FRAFT1.SEE THE FOLLOWING SHEETS FOR GENERAL NOTES AND TYPICAL DETAILS.LLOWING SH2. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.2. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.4.SEE ARCHITECTUBEARING AND N5. ALL LINES OR MSTAGGERED.6. ALL POSTS IN 6"xALL POSTS IN 4"x7 ALL INTERIOR WDESCRIPTIONDESCRSHEET(S)SYMBOLS AND ABBREVIATIONS S-101MBOLS AND ASTRUCTURAL GENERAL NOTES S-102 - 103RUCTURAL GTESTING AND INSPECTIONTESTING ANDS-104TYPICAL CONCRETE DETAILS S-301YPICAL CONCTYPICAL WOOD DETAILS S-401 - S-405TYPICAL WOFFFFFFFFDDRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAPLAN NORTHPL105
BAAB1122B5'-9"B24'-0"B8'-3"6A(2) 2x66B(2) 2x66B(2) 2x66A(2) 2x6B10'-9"6A(2) 2x66A(2) 2x6C1.25C1.25C1.25C1.254" SOG W/#4 @ 16" OC, EW@ MID-HEIGHT31S-31134S-311TYP31S-31131S-31131S-311BAAB1122RTDT (200 PLF)HDR BELDT (200 PLF)HDR BELC5'-9"B24'-0"B8'-3"6A(2) 2x66B(2) 2x66B(2) 2x66A(2) 2x6B10'-9"13S-4216A(2) 2x66A(2) 2x613S-42123S-42123S-42131S-42144S-421TYPFOUNDATION PLAN NOTES1. SEE THE FOLLOWING SHEETS FOR GENERAL NOTES AND TYPICAL DETAILS.2. SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOOR ELEVATION = 0'-0" CORRESPONDS TO FINISHED FLOOR ELEVATION.3. SEE ARCHITECTURAL DRAWINGS FOR ALL EXTERIOR CONCRETE PAVING, SLABS, BASES, CURBS, ETC.4. FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.5. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLABS.6. ALL DIMENSIONS SHOWN ARE FROM FACE OF MASONRY, FACE OF SHEATHING, OR CENTERLINE OF COLUMN.UNLESS NOTED OTHERWISE, ALL COLUMNS ARE CENTERED IN STUD WALLS.7. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS INBEARING AND NON-BEARING WALLS.8. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.9. SEE ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL EMBEDDEDITEMS AND SLAB PENETRATIONS.10. FOR TYPICAL SLAB-ON-GRADE REQUIREMENTS, INCLUDING SLAB JOINTS, SEE DETAIL 31/S-30111. ALL POSTS IN 6"x WALLS SHALL BE 6x6 UNLESS NOTED OTHERWISEALL POSTS IN 4"x WALLS SHALL BE 4x4 UNLESS NOTED OTHERWISE12. PLATE WASHERS ARE REQUIRED FOR ALL SILL PLATE ANCHOR BOLTS13. ALL HOLDOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING14. ALL BOLT HOLES, IN WOOD MEMBERS, SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED. INSPECTOR TO VERIFY13. THE BUILDING PAD SHALL BE PREPARED AS OUTLINED IN DETAIL 53/S-301. THE BUILDING OFFICIAL SHALLREQUIRE PAD CERTIFICATION BY A GEOTECHNICAL ENGINEER AT THEIR DISCRETION.14. BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING OFFICIAL:A. 18" BELOW PAD OR ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNOB. 18" BELOW PAD OR ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNONOTE: FOOTING MUST BE DEEPENED LOCALLY PER DETAIL 32/S-301 TO ACCOMMODATE ANCHOR BOLT HOLDOWN EMBED DEPTHSDESCRIPTIONSHEET(S)SYMBOLS AND ABBREVIATIONS S-101STRUCTURAL GENERAL NOTES S-102 - 103TESTING AND INSPECTION S-104TYPICAL CONCRETE DETAILS S-301TYPICAL WOOD DETAILS S-401 - S-405SYMBOL LEGENDXXX'-X"INDICATES SHEAR WALL TYPE AND LENGTH, PER SCHEDULE ON DETAIL 13/S-402INDICATES BEARING STUD WALL PER PLANSCHEDULESSHEARWALL HOLDOWN SCHEDULEDETAIL INDICATES SIMPSON HOLDOWN W/ SSTB TO: CONCRETE FOUNDATION:22/S-311SPECIFIES HOLDOWN/STRAP DETAILINDICATES HOLDOWN/STRAP TYPE1x6xCONTINUOUS FOOTING SCHEDULEMARK WIDTHMIN EMBED BELOWLOWEST PAD GRADELONG REINF TRANS REINF DETAIL1'-3" SEE NOTE 14(2) #4 BOT(2) #4 BOT#3 @ 12" OC, BOT31/S-311C1.25ROOF FRAMING PLAN NOTES1. SEE THE FOLLOWING SHEETS FOR GENERAL NOTES AND TYPICAL DETAILS.2. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.3. SEE ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OFROOF OPENINGS NOT SHOWN ON ROOF FRAMING PLANS. SEE DETAIL 23/S-403 FOR TYPICAL OPENINGS,UNLESS NOTED OTHERWISE.4. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS INBEARING AND NON-BEARING WALLS.5. ALL LINES OR MEMBERS INDICATED AS "STRUT" SHALL RECEIVE (2) ROWS OF BOUNDARY NAILING (BN),STAGGERED.6. ALL POSTS IN 6"x WALLS SHALL BE 6x6, UNLESS NOTED OTHERWISE.ALL POSTS IN 4"x WALLS SHALL BE 4x4 UNLESS NOTED OTHERWISE7. ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE ARCHITECTURALDRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTITION WALL DETAIL 43/S-401, UNO8. PLYWOOD SHEATHED DIAPHRAGM TYPES:ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNOREFER TO 12/S-403DESCRIPTIONSHEET(S)SYMBOLS AND ABBREVIATIONS S-101STRUCTURAL GENERAL NOTES S-102 - 103TESTING AND INSPECTION S-104TYPICAL CONCRETE DETAILS S-301TYPICAL WOOD DETAILS S-401 - S-4051. FOR PREFABRICATED ROOF TRUSS NOTES SEE NOTES ON SHEET S-103ROOF TRUSS SCHEDULEMARK DESCRIPTION REMARKSRTROOF TRUSS (COMMON)24" OC MAXSGT STRUCTURAL GABLE TRUSSMT MONO PITCH TRUSS 24" OC MAXJTJACK TRUSS 24" OC MAXVJTVALLEY JACK TRUSS 24" OC MAXCJT CORNER JACK TRUSSGT GIRDER TRUSSMGT MONO PITCH GIRDER TRUSSDT (#*)DRAG TRUSSCGT CALIFORNIA GIRDER TRUSSHRHIP RAFTER / JACK RAFTERCHT CALIFORNIA HIP TRUSS 24" OC MAX(PREFABRICATED ROOF TRUSSSYMBOL LEGENDXXX'-X"INDICATES SHEAR WALL TYPE AND LENGTH,PER SCHEDULE ON DETAIL 13/S-402INDICATES TOP PLATE SPLICE NAILING PER DETAILS 31/S-403. NAILING APPLIES TOENTIRE LENGTH OF TOP PLATE. PROVIDE TYPE SPLICE, ULESS NOTED OTHERWISEINDICATES BLOCKING & STRAPPING ABOVE & BELOWWINDOW OPENINGS PER DETAIL 44/S-402X*CINDICATES HEADER @ OPENING. REFER TO 32/S-401FOR HEADER SIZE, UNLESS NOTED OTHERWISEINDICATES CONT BLK & STRAP PER 14/S-405INDICATES DSC CONNECTION PER 11/S-405DSC #SCHEDULESSHEARWALL HOLDOWN SCHEDULEDETAIL INDICATES SIMPSON HOLDOWN W/ SSTB TO: CONCRETE FOUNDATION:22/S-311SPECIFIES HOLDOWN/STRAP DETAILINDICATES HOLDOWN/STRAP TYPE1x6xS1-202\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S1\1778-01-UR19 - Plans.dwg, S1-202, May 07, 2021 3:20pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL1FOUNDATION PLAN - SPANISH/TRADITIONALSCALE: 1/4" = 1'-0"PLAN NORTH2ROOF FRAMING PLAN - SPANISH/TRADITIONALSCALE: 1/4" = 1'-0"PLAN NORTHDAADDAADDDD(2) 2 6(2) 2 6CONTINUOUS FOOTING SCHEDULECONTINUOUS FOOTING SCHEDULEMARK WIDTHWIDTHMIN EMBED BELOWMIN EMBED BELOWLOWEST PAD GRADELOWEST PAD GRADELONG REINF TRANS REINF DETAILLONG REINF TRANS REINF DETAIL1'-3" SEE NOTE 141'-3"(2) #4 BOT(2) #4 BOT#3 @ 12" OC, BOT31/S-3111/S-311C1.25AFTAFTAFTFFFTTTROOF FRAMING PLAN NOTESROOF FRAFT1.SEE THE FOLLOWING SHEETS FOR GENERAL NOTES AND TYPICAL DETAILS.LLOWING SH2. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.2. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.4.SEE ARCHITECTUBEARING AND N5. ALL LINES OR MSTAGGERED.6. ALL POSTS IN 6"xALL POSTS IN 4"x7 ALL INTERIOR WDESCRIPTIONDESCRSHEET(S)SYMBOLS AND ABBREVIATIONS S-101MBOLS AND ASTRUCTURAL GENERAL NOTES S-102 - 103RUCTURAL GTESTING AND INSPECTIONTESTING ANDS-104TYPICAL CONCRETE DETAILS S-301YPICAL CONCTYPICAL WOOD DETAILS S-401 - S-405TYPICAL WOFFFFFFFFDONALONALDRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRPLAN NORTHPLA106
NOTES:1. VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:A. GRADE 60 REINFORCEMENTB. NORMAL WEIGHT CONCRETEa. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3C. NON-EPOXY COATED REINFORCEMENTD. HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARSa. FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3E. CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THANMINORCLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN dba. FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5F. REINFORCEMENT NOT IN SHEAR WALLSa. FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.252. THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.3. ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.4. WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR.CONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICELAP SPLICEMAX = LARGER OFCLASS B, UNOls/5 OR 6"REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULEBAR SIZEDEVELOPMENT LENGTH, ld(CLASS A LAP SPLICE)LAP SPLICE, ls(CLASS B LAP SPLICE)f'c (psi) f'c (psi)2,5003,000 4,0002,5003,000 4,000#3 1'-6"1'-5"1'-3" 2'-0" 1'-10"1'-7"#42'-0" 1'-10"1'-7"2'-8" 2'-5"2'-1"#5 2'-6"2'-4"2'-0" 3'-3" 3'-0" 2'-7"#6 3'-0" 2'-9" 2'-5" 3'-11" 3'-7" 3'-2"#7 4'-5" 4'-0" 3'-6" 5'-9" 5'-2" 4'-6"#8 5'-0" 4'-7" 4'-0" 6'-6"5'-11"5'-2"#9 5'-8" 5'-2" 4'-6" 7'-4" 6'-9" 5'-10"#10 6'-5" 5'-10"5'-1"8'-3"7'-7"6'-7"#117'-1"6'-6"5'-7"9'-2" 8'-5" 7'-3"REINF DEVELOPMENT LENGTH AND SPLICESS301 - 12NTSBAR SIZE D#3 THRU #86d#9 THRU #118dNOTES:1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.2. MINIMUM SIDE COVER = 2 12".3. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.STANDARD HOOK DEVELOPMENT LENGTH "ldh"BAR SIZE D"lh"NORMAL WEIGHT2,500 3,000 4,000#32 1/4"6" 0'-9" 0'-9" 0'-8"#43" 8" 1'-0" 0'-11" 0'-10"#53 3/4"10" 1'-3"1'-2"1'-0"#64 1/2"12"1'-6"1'-5"1'-3"#75 1/4"1'-2"1'-9" 1'-8"1'-5"#8 6"1'-4"2'-0" 1'-10"1'-7"#99 1/2" 1'-7 1/2"2'-3"2'-1"1'-10"#1010 3/4"1'-10" 2'-7"2'-4" 2'-1"#11 12"2'-0 1/2"2'-10" 2'-7" 2'-3"ldhdb4db2 12" MINDD12 db"l h"2" CLR MINHOOK DEVELOPMENT LENGTH(SEE SCHEDULE)FACE OFCONCRETEFOC OR POURJT @ STD HOOKdbREINF HOOK DEVELOPMENT LENGTH AND BENDSS301 - 14NTSdb6dbD6db *dbD135 HOOK90 HOOK** PROVIDE 10db EXTENSIONS IN LIEUOF 6db AT ALL FRAME COLUMNS,GIRDERS, SHEAR WALLS AND SHEARWALL BOUNDARY MEMBERSBAR SIZE D#3 1 12"#4 2"#5 2 12"OR 3" MINREINF TIES AND STIRRUPSS301 - 21NTS6'-0" MAX6'-0" MAX2'-0"2'-0"45°2" TYP
SECTION ATYP SLAB REINFFILL IN SLAB, WO(2) #4 DIAG BARS @ MIDOF SLAB, BEND UNDERTYP BARS @ INTERFERENCEKEY JT @ FILL SLABNOTES:1. ELIMINATE BARS IF OPENING IS LESS THAN 2'-0" IN BOTH DIMENSIONS.2. REFER TO DETAIL 53/- FOR SLAB ON GRADE SUBGRADE SUPPORTRECTANGULAR ORROUND OPNGASOG OPENINGS301 - 22NTSLAP SPLICELAP SPLICELAP SPLICELAP SPLICECONCRETE INTERSECTIONCONCRETE CORNERCONCRETE END0" TYP.0" TYP.0" TYP0" TYPDOWELS TO MATCH SIZE &SPCG OF HORIZ REINF, TYP90 DEG HOOK@ INT BARSPROVIDE 90 DEG STD HOOK, A U-BARMAY BE PROVIDED W/ LAP SPLICE TOHORIZ BARS IN LIEU OF END HOOKSNOTE:REINFORCEMENT SHOWN ON WALL ELEVATION(S),BOUNDARY REINFORCING DETAILS, AND OTHERSPECIFICALLY REFERENCED DETAILS SHALL TAKEPRECEDENCE OVER REINFORCEMENT SHOWN HERE.DOUBLE MATLAP SPLICELAP SPLICELAP SPLICELAP SPLICECONCRETE INTERSECTIONCONCRETE CORNERCONCRETE ENDPROVIDE 90 DEG STDHOOK @ SHEAR WALLS(2) BARS TO MATCHWALL VERT REINF MIN(2) BARS TO MATCHWALL VERT REINF MIN(2) BARS TO MATCHWALL VERT REINF MINDOWELS TO MATCHSIZE & SPCG OFHORIZ REINF, TYPALT DOWEL DIRECTION@ INTERSECTIONSINGLE MATCONC REINF @ INTERSECTIONS301 - 24NTS4" MINTYP3" MIN TYP
RE-ENTRANT CORNERISOLATION JT @ EACOL THRU SLABCONTRACTION/CONTROLOR CONSTR JT STRAIGHT &CONT NOT STGRJT SPCG5'-0" MIN36 x " t ", 18'-0" MAXL/W = 2 MAX(2) DIAGONAL ADDBARS AT RE-ENTRANTCORNER(2) DIAG ADD BARS @RE-ENTRANT CORNER" W "CONTRACTION JT AREAS SHOULDBE SQUARE OR RECTANGULAR,NOT "L" OR "T" SHAPED.CONTRACTION JOINT18" THK SAW-CUT ORPREMOLDED INSERTSLAB DEPTH, " t "CONSTRUCTION JOINT(TYPICAL)18" THK SAW-CUTSLAB DEPTH, " t ""t"/434"" t "/4" t "/213ISOLATION JOINTISOLATION JTNOTES:1. IF SAW CUT CONTRACTION OR CONTROL JOINT IS USED, SAW-CUT WITHIN 24 HOURS. EARLY ENTRY SAWS MAY BE USED WITHIN 1-4 HOURS OF POUR, AND CONVENTIONAL SAWS 4-12 HOURS OF POUR DEPENDING ON WEATHER.2. FILL CONTRACTION JOINT WITH AN ELASTOMERIC JOINT COMPOUND RATED FOR ITS USE. FOR INDUSTRIAL FLOORS SUBJECTED TO HARD WHEELED TRAFFIC, USE SEALANTS RATED FOR SUCH APPLICATIONS BY THE MANUFACTURER.3. DOWELS IN INDUSTRIAL FLOOR APPLICATIONS SHOULD BE SMOOTH ALIGNED, AND SUPPORTED SO THEY WILLREMAIN PARALLEL IN BOTH HORIZONTAL AND VERTICAL PLANES DURING PLACING AND FINISHING.4. IN STEEL AND/OR CONC. BUILDINGS DO NOT POUR DIAMOND UNTIL STRUCTURAL STEEL AND CONCRETE ABOVE HAS BEEN INSTALLED.COLUMNISOLATIONJOINTWALL PER PLANELASTOMERICJT SEALANTPRE-FORMED JT FILLERCONC REINFPER PLANSLAB SUBGRADEPREP PER 53/-SLAB SUBGRADEPREP PER 53/-ISOLATION JT AROUNDEQUIPMENT FOUNDATIONSCONTRACTION ORCONSTRUCTION JTCOL PER PLANBASE PL, WOFILL AROUND COLAFTER FLOOR IS CASTCONC REINFPER PLAN℄ COL" t "/4SLAB ON GRADE JOINTSS301 - 31NTSBOT OF FTGEL = PER PLAN" ls" LAP SPLICETYP" ls" EMBED PER ANCH DETAILBELOW COLD JT IN(2) POUR CONDITION8"DEEPEN FTG LOCALLY ASREQD TO ACHIEVE ANCH EMBEDPER PLAN & MAINTAIN COVER1223"CLR1
HOLDOWN & ABPER PLANSW POST PER PLAN(2) # 4 BARS#4 BARSTO MATCH SPCGOF TYP BOT BARSSILL PL PER PLAN &WALL SCHEDDEEPENED FTG @ ANCHOR BOLTS301 - 32NTS"SL" STEP LENGTH= 2 "SH""SH""SH""D" + "SL""D"DEPTH OF FTGFTG EL = SEE PLAN"SH" STEPHEIGHTTOP REINF WHERESHOWN PER PLAN"ls' LAP SPLICETYP"D" + "SL""SL" STEP LENGTH= 2 "SH""ls' LAP SPLICETYPSSSTEP LONG REINF TO MATCHLONG REINF SIZE & SPCGSTEP TRANS REINF TO MATCHTRANS REINF SIZE & SPCGFTG REINF PERPLAN & DETAILS"SH" STEPHEIGHTSSNOTE: "SH" = 1'-6" MAXSTEP FOOTINGS301 - 33NTSLAP SPLICEDOWEL TO MATCHLONG REINF SIZE & SPCGPLANCALLOUT"ls' LAP SPLICETYP"SH""SH""SL" STEP LENGTH= 2 "SH""ls' LAP SPLICETYPSBTOP REINF PER PLAN, WOFTG REINF PERPLAN & DETAILSNOTE: "SH" = 1'-6" MAXBOT OF FTGEL = PER PLAN"ld' DEV LENGTH TYPTOP OF FFEL = PER PLANSBSB SBSTEP LONG REINF TOMATCH LONG REINFSIZE & SPCGBOT OF FTGEL = PER PLANSTEPPED FOOTING (BOTTOM ONLY)S301 - 34NTSPLANCALLOUTBOT OF FTGEL = PER PLAN"ls' LAP SPLICETYPPIPE ØTOP REINF PER PLAN & TYP DETAILS12"12"FTG DEPTHPER PLANPIPE Ø+ 4"3"CLR216" MIN"d/3" MAX SLEEVE OPNG'S SHALLONLY OCCUR IN MIDDLE THIRD"d/3""d"@ PENETRATION6" MIN"d/3"BOT REINF PER PLAN &TYP DETAILSDOWELS TO MATCHTYP REINF SIZE & SPCGPIPE SLEEVE, SLEEVE SHALL BE (2) SIZESLARGER THAN PIPE ØSLEEVE THROUGH FOUNDATION (SLAB TURN-DOWN)S301 - 42NTS1SEE PLAN6" MAXSLAB SUBGRADE PREPPER DETAIL 53/-12"31" CLRTHICKNESS PER PLANCONC REINFPER PLANT.O. SLABEL = PER PLANCONC #4 @ STEPSLAB ON GRADE DEPRESSIONS301 - 43NTSNOTES:1. PREPARATION OF THE SLAB SUBGRADE SHALL BE BASED ON THE GEOTEHNICAL INVESTIGATION REPORT ASREFERENCED IN THE FOUNDATION GENERAL NOTES. THE FOLLOWING INFORMATION IS FOR REFERENCE ONLY.A. OVER-EXCAVATION SHALL EXTEND 5 FEET BEYOND PERIMETER FOUNDATION, TO PROPERTY LINES OREXISTING IMPROVEMENTS, WHICHEVER IS LEAST.B. NATIVE MATERIAL Sa. SHALL BE OVER-EXCAVATED 36" BELOW (E) GRADE OR 18" BELOW BOTTOM OF FOOTINGS,WHICHEVER IS GREATEST.b. THE EXPOSED SURFACE SHALL BE SCARIFIED TO A DEPTH OF 6", MOISTURE CONDITIONED TO 3PERCENT OVER OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM RELATIVEDENSITY OF 90 PERCENT (ASTM D1557)C. ENGINEERED COMPACTED FILLa. REFER TO THE GEOTECHNICAL INVESTIGATION REPORT FOR RECOMMENDATIONS FORSTRUCTURAL FILLb. STRUCTURAL FILL SHALL BE PLACED IN HORIZONTAL LAYERS, EACH APPROXIMATELY 8" THICKBEFORE COMPACTION, AND SHOULD BE CONDITIONS WITH WATER TO PRODUCE A SOIL WATERCONTENT NEAR OPTIMUM MOISTURE AND COMPACTED TO A MINIMUM RELATIVE DENSITY OF 90PERCENT (ASTM D1557)D. 4" THICK, CLEAN FREE-DRAINING MATERIAL SUCH AS 12" COARSE AGGREGATEE. REFER TO GEOTECH REPORT AND ARCH DRAWINGS FOR VAPOR BARRIER. INSTALL PER MANUFACTURER'SRECOMMENDATIONS FOR SEALING OF PENETRATIONS, JOINTS AND EDGES.a. VAPOR BARRIER IS NOT TO BE PUNCTURED DURING CONSTRUCTION OF SLAB ON GRADE.F. 2" THICK OPTIONAL SAND LAYER, SHALL BE LIGHTLY MOISTENED PRIOR TO PLACING CONCRETE.THICKNESS PER PLANVAPOR BARRIER (SEE NOTE 1E)FREE DRAINING MATERIAL (SEE NOTE 1D)STRUCTURAL COMPACTEDFILL (SEE NOTE 1C)WIDTH(SEE NOTE 1A)NATIVE FILL(SEE NOTE 1B)1-12" CLR CVR @ 4" SLAB2" CLR CVR @ 5"+ SLABFIN GRADEPERPLAN11T.O. SLABEL = PER PLAN12SLAB ON GRADE EDGE AND SUBGRADE PREPS301 - 53NTSSLAB PER PLANS1-301\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S_\1778-01-UR19 - S-301.dwg, S1_301, May 07, 2021 3:21pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL14243454334353324231 21122244TCLEAR SCLEAR Sa.a.F. REINFORFREINFORa.2. THE MULTIPLIER3. ALL LAP SPLIC4. WHEN REINFO LAP SPLICE LETREINF DS301 - 12AFTFFFFFFFFFFFFFFFFFFFFFFFSECTION AFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFAFTFFFFILL IN SLAB, WOLL IN SLAB, WOFFF(2) #4 DIAG BARS @ MID#4 DIAG BARS @ MIDOF SLAB, BEND UNDERF SLAB, BENDTYP BARS @ INTERFERENCEP BARS @ INTFFFKEY JT @ FILL SLABEY JT @ FILL SLABFFFNOTES:1. ELIMINATE BARS IF OPENING IS LESS THAN 2'-0" IN BOTH DIMENSIONS.. ELIMINATE BARS IF OPENING IS L2.REFER TO DETAIL 53/- FOR SLAB ON GRADE SUBGRADE SUPPORT2. REFER TO DETAIL 53/- FOR SLAB FFAFTAFTTFFFFLAP SPLICELAP SPLICEFTFTFFTTLAP SPLICEAAAAICEICETTTTETTTTTTTTFTTFFAFFAFFFFFFFAAAAAAFFFFFFFFFFFFFFFFFTTTTTTTTTTTTTTFFFFFFTTTTTTTTTTTTTTTTTTTTTTTTTTTFFFFFTTTTTTTTTTFTFTFTTTTTTAAAAAAFFFFFFF0" TYP.AFFFFFFFF0" TYP.AAAAAAFAAAAFTSOG OPENINGNGS301 - 22NTSNTSDRAAARDEEPEN FTG LOCALLY ADEEPEN FTG LOCAREQD TO ACHIEVE ANCH EREQD TO ACHIEVPER PLAN & MAINTAIN COPER PLAN  BARSRSTO MATCH SPCGMATCH SPCGOF TYP BOT BARSTYP BOT BARSAADEEPENED FTG @ ANCHOR BOLTDEEPENED FTG @ ANS301 - 32S301 - 32NTSAAAAAAA"SL" STEP LENGTH= 2 "SH"R"OF FTGATOP REINF WHERETOP REINSHOWN PER PLANSHOWN PRSSSSSTEP TRANS REINF TO MATCHNF TO MATCHTRANS REINF SIZE & SPCG& SPCGRRSSSAAAAAAAAAADOWEL TO MATCHO MATCHLONG REINF SIZE & SPCGF SIZE & SPCGRAPLANPLANCALLOUTCALLADPIPE ØPIPE ØDDDDDDDD12"12DDDDDDD12"12PIPE Ø+ 4"2D6" MI6" M""dd/3"/3DOWELS TO MATCHTYP REINF SIZE & SPCGTYDDDGH FOUNDATION (SLAB TURN-DOWN)GH FOUNDATION (SLAB TURN-DOWN)NTSNTATDRAFTDRAFTA323242T22107
SOG DEPRESSION @ FTGS311 - 43NTSSEE DETAILFOR INFONOT SHOWN31-LAP SPLICETYPWALL SHTG PERPLAN & SCHED, WOWALL STUDSPER PLANSOG PER PLAN6"MAXDEPRESSIONPER ARCH61PER PLANSOG PER PLANLAP SPLICETYPMIN EMBED BELOW PADPER PLANDOWEL TO MATCH SLABREINF SIZE & SPCGENSSTB ANCHOR & HOLDOWN @ FOUNDATIONS311 - 12NTSSEE32/-EDGE NOTCHIF OCCURS1 34"MIN112"PER PLAN12" MIN"le"FOR (2) POUR"le"FOR (1) POURTYPE HOLDOWN ANCHOR DIA (IN)FASTENERSBOUNDARYMEMBER MINTHICKNESS (IN)MINEMBED"le" (IN)ALLOWABLE LOADS (lbs)CORNER MIDWALLHDU4-SDS2.5 SSTB165810-SDS 14" x 2 12"3 12 583,780 3,780HDU5-SDS2.5SSTB20 14-SDS 14" x 2 12" 3 16 584,785 4,785HDU5-SDS2.5SSTB24 14-SDS 18" x 2 12" 3 20 585,645* 5,645*HDQ8-SDS3SSTB287820-SDS 14" x 3"4 1224 789,230* 9,230*6A6B6C6D1.5 "le"134"4" MIN112"FOOTING & REINFPER PLAN1. MINIMUM EDGE DISTANCE IS SHOWN ABOVE, ANCHOR LOCATIONS PER PLAN2. MINIMUM ANCHOR TO ANCHOR SPACING IS 3 le3. * = CAPACITY LIMITED BY HOLDOWN4. DEEPEN FOOTING AT HOLDOWN ANCHOR AS REQ'D PER DETAIL 32/-REBAR NOT SHOWNFOR CLARITYSIMP "SSTB" CAST IN ANCHOR(ICC-ESR 2611) PER SCHEDSIMP HOLDOWN (ICC-ESR-2330)& SCREWS PER SCHEDBOT OF FTGSEE NOTE #4WALL SHTG PERPLAN & SCHEDBOUNDARY MEMBERPER PLAN & SCHEDFTG PER PLAN (REINF NOTSHOWN FOR CLARITY)NOTCH, WHERE OCCURSSOG PER PLANENCOUPLER AS REQD TOEXTEND ANCH ROD INTOMAIN FTG (ANCH RODEXTENSION TO MATCHANCH ROD Ø & GR)3"CLRCONST JNT, WOCONST JNT, WOCONTINUOUS WALL FOOTINGS311 - 31NTSLAP SPLICE, TYPPER PLANEMBED BELOW PADPER PLAN1'-0" MINEQEQSEE32/-3" CLRTYP3" CLRTYPEMBED BELOW GRADEPER PLANEMBED BELOW PADPER PLANPER PLAN1114"MAXSILL PL AB's PER DETAIL 13/S-402(HOLDOWN ANCHORS SHALL BEEMBEDDED INTO FTG PER PLAN)DOWEL TO MATCH SOGREBAR SIZE & SPCGDBL SIDED SW, WOSOG PER PLANFTG & REINFPER PLANVAPOR BARRIERTERMINATION PERARCH & MFROPTIONAL CJ, CLEAN &ROUGHEN SURFACE TO14" AMPLITUDE, ALIGN W/T.O. PADWALL SHTG PERPLAN & SCHED, WOWALL STUDS PER PLANOPTIONAL CJ, CLEAN & ROUGHEN SURFACETO 14" AMPLITUDE, ALIGN W/ T.O. PADWALL SHTG PERPLAN & SCHED, WODOWEL TO MATCH SOGREBAR SIZE & SPCGWALL STUDS PER PLANDBL SIDED SW, WOSILL PL AB's PER DETAIL 13/S-402(HOLDOWN ANCHORS SHALL BEEMBEDDED INTO FTG PER PLAN)STD HOOK@ BOTVAPOR BARRIERTERMINATION PERARCH & MFRSOG PER PLANFTG & REINFPER PLAN12" MIN (1 STORY)15" MIN (2 STORY)18" MIN (3 STORY)INTERIORENEN15" MIN (1 & 2 STORY)18" MIN (3 STORY)EXTERIOR0" @ 2x12" @ 3x1" @ 4xWHERE SPECIFIED BEL FFWHERE SPECIFIED BEL FFEQEQ3" CLRTYP3" CLRTYPSTD HOOK@ BOTMINIMUM DISTANCE FROM GRADE TO WOOD FRAMINGS311 - 32NTS8" MIN @EXPOSED EARTH (1)(4)WALL STUDSPER PLAN, WOSOG PER PLANFTG PER PLAN6" MIN @ASPHALT/CONC (1)(4)FTG PER PLAN18" MINASPHALT / CONC (2)NOTES:1. MIN DISTANCE TO EXPOSED EARTH APPLIES TO BOTH TURNED DOWN AND STEM WALL FOOTINGS2. CONCRETE OR IMPERVIOUS SURFACE WITH ADEQUATE DRAINAGE AWAY FROM FOUNDATION (2% MIN SLOPE)3. FOR BALANCE OF FOOTING INFO NOT SHOWN, SEE DETAIL 31/-4. WHERE MINIMUM DISTANCE TO EXTERIOR FINISHED GRADE OR SURFACE CANNOT BE ACHIEVED, PROVIDECONCRETE CURB PER DETAIL 33/-WALL STUDSPER PLAN, WOSOG PER PLANEXTERIOR CONTINUOUS WALL FTG W/ CURBS311 - 33NTSMIN DISTPER 32/-#4 @ 18" OCADDL #4 IF CURB HT EXCEEDS 6"STD HOOK1" TOACCOMMODATE ABPER PLANWALL SHTG PERPLAN & SCHED, WOWALL STUDSPER PLANSOG PER PLANVAPOR BARRIERTERMINATION PERARCH & MFRFTG & REINFPER PLANEMBED PER PLANEMBED BELOW PADPER PLANEXPANSION JTENPAVINGPER CIVIL#4 @ TOPWHERE SPECIFIED BEL FFSEE DETAILFOR INFONOT SHOWN31-2x PT SILL PL W/ 0.157" Ø SIMP "PDPA"POWDER ACTUATED FASTENER @ 32" OC(ICC-ESR 2138)CONC SOGPER PLANNON-BRG STUDPARTITION WALLNON-BEARING WALL ANCHORAGE @ SOGS311 - 34NTS1'-6"MIN9"FTG PIPEBACKFILLPER SPECSTRENCH EXCAVATION,TYP21 PIPEBOT OF TRENCH EXCAVATION SHALLNOT EXTEND BELOW THIS LINE UNLESSAPPROVED BY THE GEOTECHNICALENGINEERGRADENOTES:1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONSWITH BUILDING FOUNDATION REQUIREMENTS.2. IF REQUIREMENTS AS SHOWN CANNOT BE MET STEPFOOTING PER TYPICAL "STEPPED FOOTING" DETAILSPIPES PARALLEL TO FOOTINGSS311 - 51NTS34S-30133S-301PIPES PERPENDICULAR TO FOOTINGS W/ STEM WALLS311 - 52NTS3'-0" MAX(SEE NOTE #1)4"MIN6" MIN1'-6" MINSLEEVE3D MIN"D"Ø OF SLEEVESTEM WALLFOOTINGNO PIPES PERMITTED IN THIS AREAELEVATIONSECTIONNOTES:1. FOOTINGS SHALL BE STEPPED PER DETAIL 33/ & 34/S-301 SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".2. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.3. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURINGFOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.4. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.5. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.2"SLEEVE 2" LARGERTHAN OD OF PIPE(SEE NOTE #4)PIPES PERPENDICULAR TO FOOTINGSS311 - 53NTS3'-0" MAX(SEE NOTE #1)4" MIN6" MIN1'-6" MINSLEEVE3D MINDØ OF SLEEVESOG PER PLANSOG PER PLANFOOTINGFOR PIPES IN THIS AREA SEE DETAIL 32/S-301ELEVATIONSECTIONNOTES:1. FOOTINGS SHALL BE STEPPED PER DETAIL 33/ & 34/S-301 SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".2. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURINGFOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.3. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.4. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.STEM WALLWIDEN FTG FOR VERTPIPE & CONDUITPENETRATIONCONC OR SLURRYPER 52/- OR 53/-9" MINTYPD, ØOF SLEEVE3 x DTYPSLEEVE 2" LARGERTHAN OD OF PIPE(SEE NOTE 1)#4 T&B24246"MINNOTES:1. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEUOF SLEEVING.2. CONDUIT MAY BE ROUTED UP THROUGH FOOTINGWITHOUT SLEEVES OR FOAM WRAP.AELEVATIONAPLANTYPICAL VERT PIPES OR COND THROUGH FOOTINGS311 - 54NTSS1-311\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S_\1778-01-UR19 - S-311.dwg, S1_311, May 07, 2021 3:21pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL1424345433435332523151122244132321DRAFTSEE DETAILSEE DETAILFOR INFOFOR INFONOT SHOWNNOT SHOWDDD31-DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDLAP SPLICELAP SPLICETYPTYPOODDDWALL STUDSPER PLANDDDSOG PER PLANDDDDDDDDDDDDDXXDEPRESSIONDEPRESSIONPER ARCHPER ARCHDDDDENENDDDDDDSSTB ANS311 - 12HDU5-SDSHDU5-SDSHDQ8-SDHDQ8 SDT6C6CT6D6DTTT1. MINIMUM ED2. MINIMUM AN3. * = CAPACITY4. DEEPEN FOOTANCE FROM GRADE TO WOOD FRAMINGNCE FROM GRADE TO WOOD FRAMINGNTSDDRRNOTES:ES1. MIN DISTANCE TO EXPOSED EARTH APPLIES TO BOTH TURNED DOWN AND STEM WALL FOOTINGSANCE TO EXPOSED EARTH APPLIES TO BOTH TURNED DOWN AND STEM WALL FOOTINGS2. CONCRETE OR IMPERVIOUS SURFACE WITH ADEQUATE DRAINAGE AWAY FROM FOUNDATION (2% MIN SLOPE)RETE OR IMPERVIOUS SURFACE WITH ADEQUATE DRAINAGE AWAY FROM FOUNDATION (2% MIN 3.FOR BALANCE OF FOOTING INFO NOT SHOWN, SEE DETAIL 31/-FOOTING INFO NOT SHOWN, SEE DETAIL 31/-4. WHERE MINIMUM DISTANCE TO EXTERIOR FINISHED GRADE OR SURFACE CANNOT BE ACHIEVED, PROVIDEWHERE MINIMUM DISTANCE TO EXTERIOR FINISHED GRADE OR SURFACE CANNOT BE ACHIEVED, PROVICONCRETE CURB PER DETAIL 33/-DETAIL 33/-DRDDDDDRAAAAAAAAAAAAADDDDDDRRRRSTST/-R#4 @ 18" OC#ARRRRRRADDL #4 IF CURB HT EXCEEDS 6"ADRARRRARRRR1" TO1" TOACCOMMODATE ABOMMODATE ABRRRRRRRRRRRWALL SHTG PERG PERPLAN & SCHED, WOED, WORRRWALL STUDSWALL STUDSPER PLANPER PLANRRRAEXPANSION JTRENENRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR#4 @ TOPRRRAAAAAAAAAAAERE SPECIFIED BEL FFSEE DETAILSEE DETAILFOR INFOFOR INFONOT SHOWNNOT SHOWNAAA3131--ATDRAFTDRAFTA3232T22108
PER PLANDEPTHPER PLANLAP SPLICE, TYP3" CLRTYPTOP OF FTGEL = TOP OF PADSOG PER PLANPT SILL PLDOWEL TO MATCH SOGREBAR SIZE & SPCGVAPOR BARRIERTERMINATION PERARCH & MFRBOT BARS PER PLANTOP BARS, WOPER PLANDOWEL TO MATCH SOGREBAR SIZE & SPCGSTUD WALL, WOPOST IN BRG WALLBRG WALLPER PLANDEPTHPER PLAN3" CLRTYP3" CLRTYPPER PLANBOT BARS PER PLANDEV LENGTHLAP SPLICE, TYPSOG PER PLANTOP BARS, WOPER PLAN2"TYPCONT FTG, BEYONDCONT REINF THRUPAD FTGCONDITION WHEREFTG THK IS DEEPERTHAN TYP CONT FTGCELEVATIONBSECTION @ INTERIOR FTGAPER PLANDEPTHPER PLANLAP SPLICE, TYP3" CLRTYPTOP OF FTGEL = TOP OF PADPT SILL PLBOT BARS PER PLANTOP BARS, WOPER PLANCONDITION WHEREFTG THK IS DEEPERTHAN TYP CONT FTGENSHEAR WALL, WOSOG PER PLANDOWEL TO MATCH SOGREBAR SIZE & SPCGSECTION @ EXTERIOR FTGPOST IN BRG WALLW/ SIMP 'A34'/'A35'SIMP "A34"/"A35" @CONT WALL, EA SIDEOF COL (USE "LTP4" @END OF WALL COL)POST IN BRG WALLW/ SIMP 'A34'/'A35'3" CLRTYPCONT FTG, BEYONDCONT REINF THRUPAD FTG3" CLRTYP90° HOOK @ BOTCONDITION WHEREFTG THK IS DEEPERTHAN TYP CONT FTG90° HOOK @ BOTSPREAD FOOTING @ BEARING WALL POSTS312 - 113/4" = 1'-0"CONC SOGPER PLANLAP SPLICEINTERIORGRADE BM PERPLAN & REINFPER PLANGRADE BM PERPLAN & REINFPER PLANEXTERIORDOWELS TO MATCH SOGREINF SIZE & SPCGGRADE BEAMS312 - 13NTSTHICKNESS PER PLANDEPTH PER PLANWIDTH PER PLAN3" CLRTYPFINISH GRADEOR FLATWORKWIDTH PER PLAN3" CLRTYPVAPOR BARRIERTERMINATION PERARCH AND MFRTHICKNESSPER PLANDEPTH PER PLAN1'-0" MINEQEQSEE 32/-3" CLRTYP3" CLRTYPEMBED BELOW GRADEPER PLANEMBED BELOW PADPER PLANPER PLAN24" MAXEN15" MIN (1 & 2 STORY)18" MIN (3 STORY)DEEPEND EXTERIOR FOOTINGS312 - 143/4" = 1'-0"WALL SHTG PERPLAN & SCHED, WOWALL STUDS PER PLANDBL SIDED SW, WOOPTIONAL CJ, CLEAN & ROUGHEN SURFACETO 14" AMPLITUDE, ALIGN W/ T.O. PADWHERE SPECIFIED BEL FFDOWEL TO MATCH SOGREBAR SIZE & SPCGSOG PER PLANSILL PL AB's PER DETAIL 13/S-402(HOLDOWN ANCHORS SHALL BEEMBEDDED INTO FTG PER PLAN)VAPOR BARRIERTERMINATION PERARCH & MFRFTG & REINFPER PLANSTD HOOK @ BOT(2) #4 @ 16" OC @DEEPENED STEM(8) #5 VERT BARS(3) #4 TIES, CIRCULAR &SQUARE @ TOP OF FTG3" CLRMIN TYPWOOD COL W/SIMP "MPBZ" PB℄ WD COL &PAD FTGFINISHED SURFACEBY OTHERSSEE PLANPOST SIZE MIN. SIDE COVER4x40'-4"6x6 0'-5"8x8 0'-6"SEE PLANSIDE COVER PERSCHED BELOW2"CLR11 12" MINCONC FTG BEYOND(REINF NOT SHOWNFOR CLARITYCONC PEDESTALSIDE COVERPER SCHEDABV TYP3" CLRTYPSTD 90° HOOK PER14/S-301, TYP3" EXTENSION @ TIE HOOK(12" CLR FROM MPBZ TYP)MOMENT BASE POST @ POLE FOOTINGS312 - 231/2" = 1'-0"S1-312\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S_\1778-01-UR19 - S-312.dwg, S1_312, May 07, 2021 3:21pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL14243454334353324252415123131144DRAFTTTTTTTTTTTTTTTTTTTTTTTTTTTFTFFF(8) #5 VERT BARS(8) #5 VERT BARSTFFFFFTTTTFFFFFSEE PSEE PFFPOST SIZE MIN. SIDE COVERPOST SIZE MIN. S4x44x40'-4"6x60'-5"8x80'-6"FTFTFTFTFTFTFTFTFFTTSEE PLANSEE PLANFT1112" FFFTFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFTTTTTTTTFFFFFFSIDE COVERATDRADRAA323242109
MULTI-PLY MEMBER CONNECTIONS401 - 13NTS312"514"7"2"TYP2"TYP10d NAILS(0.128" x 3")# OF ROWS OF FASTENERS:2 ROWS @ 12" OC FOR < 14" DEPTH3 ROWS @ 12" OC FOR > 14" DEPTHTYP, UNO ON PLANS134"TYP134"TYP134"TYP10d NAILS(0.128" x 3")EA FACE14" x 6" SDS SCREWS2 ROWS OF FASTENERS @24" OC, TYP UNO ON PLANS2-PLY3-PLY4-PLYNOTE:FOR BEAMS WITH FASTENERS ON BOTH SIDES,STAGG FASTENERS ON SECOND SIDE SO THEY FALLHALFWAY BETWEEN FASTENERS ON THE FIRST SIDEWALL STUDSPER PLAN16d @ 6" OC,(2) ROWS, STGRAINTERSECTION CONDITIONBCORNER CONDITION16d @ 6" OC,TYPTYPICAL WOOD STUD INTERSECTIONSS401 - 23NTSNAILING SCHEDULES401 - 12NTSFASTENING SCHEDULEPER 2019 CBC 2304.10.1CONNECTIONFASTENING LOCATION1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW3-8d COMMONEACH END, TOENAIL2. BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TO TOP PLATE, TO RAFTER OR TRUSS2-8d COMMONEACH END, TOENAIL2-16d COMMON END NAIL3. FLAT BLOCKING TO TRUSS AND WEB FILLER16d COMMON @ 6" OCFACE NAIL4. CEILING JOIST TO TOP PLATE3-8d COMMONEACH JOIST, TOENAIL5. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS3-16d COMMON FACE NAIL6. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT)3-16d COMMON FACE NAIL7. COLLAR TIE TO RAFTER3-10d COMMON FACE NAIL8. RAFTER OR ROOF TRUSS TO PLATE3-10d COMMONTOENAILb9. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTER; OR ROOF RAFTER TO 2-INCH RIDGE BEAM2-16d COMMON END NAIL3-10d COMMON TOENAIL10. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS 16d COMMON 16" OC FACE NAIL11. BUILT-UP HEADER (2" TO 2" HEADER)16d COMMON16" OC EACH EDGE, FACE NAIL12. CONTINUOUS HEADER TO STUD4-10d COMMON TOENAIL13. TOP PLATE TO TOP PLATE16d COMMON 16" OC FACE NAIL14. TOP PLATE TO TOP PLATE, AT END JOINTS8-16d COMMONEACH SIDE OF END JOINT, FACE NAIL(MINIMUM 24" LAP SPLICE LENGTH EACH SIDEOF END JOINT)15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING2-16d COMMON 16" OC FACE NAIL16. STUD TO TOP OR BOTTOM PLATE4-8d COMMON TOENAIL2-16d COMMON END NAIL17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS2-16d COMMON FACE NAIL18. JOIST TO SILL, TOP PLATE, OR GIRDER3-8d COMMON TOENAIL20. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW8d COMMON6" OC, TOENAIL21. 1"x6" SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON FACE NAIL22. 2" SUBFLOOR TO JOIST OR GIRDER2-16d COMMON FACE NAIL23. BUILT-UP GIRDER AND BEAMS, 2" LUMBER LAYERS20d COMMON (4" x 0.192")32" OC FACE NAIL AT TOP AND BOTTOMSTAGGERED ON APPOSITE SIDE24. LEDGER STRIP SUPPORTING JOIST OR RAFTERS 3-16d COMMONEACH JOIST OR RAFTER, FACE NAIL26. JOIST TO BAND JOIST OR RIM JOIST3-16d COMMON END NAIL27. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS2-8d COMMONEACH END, TOENAILNOTES:a. THIS NAILING SCHEDULE SHALL ONLY BE USED IF CONDITION IS NOT OTHERWISE DETAILED OR SPECIFIED ON THE CONSTRUCTION DOCUMENTS. COMMON NAILS SHALL BE USED EXCEPT WHEREOTHERWISE STATEDb. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THISSCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAILANCHOR BOLT3"MAXWALL STUDS2x FLAT2x FLAT BLK W/(2) 10d EA END,TYP EA SIDE(2) 14"Øx 4 12"SIMP 'SDS' EAEND EA BLKCONC STEM OR FTGAANCHOR BOLT AT WOOD STUDS401 - 14NTS2"MIN2"MIN5 12" MIN FOR 2x86 12" MIN FOR 2x107 12" MIN FOR 2x12FASTENERS TO BE STGR IN TWO ROWSLEDGER PER PLANLAG SCREW, THROUGH BOLTOR ANCHOR WITH WASHERNOTE:THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDEFACE OF THE BAND OR RIM JOIST16"UNO112"LEDGER DETAILS401 - 24NTSBEARING/SHEAR WALL HEADER SCHEDULE8 INCH WALLS 3-STORY 2-STORY 1-STORYOPENINGWIDTH8xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDS3-STORY 2-STORY 1-STORYUP TO 3'-0" 4x8 FLAT 2x 2x8 2x83'-0" - 5'-0" 6x8 FLAT 2x 2x8 2x85'-0" - 7'-0" 6x8 FLAT(2) 2x2x8(2) 2x8OPENINGWIDTH8xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDS3-STORY 2-STORY 1-STORYUP TO 3'-0" 6x8 FLAT 2x 2x8 2x83'-0" - 5'-0" 8x8 2x 2x8 2x85'-0" - 7'-0" 8x12(2) 2x (2) 2x8 (2) 2x8OPENINGWIDTH8xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDS3-STORY 2-STORY 1-STORYUP TO 3'-0" 6x8 FLAT 2x 2x8 2x83'-0" - 5'-0" 8x8 2x 2x8 2x85'-0" - 7'-0" 8x12(2) 2x (2) 2x8 (2) 2x8BEARING/SHEAR WALL HEADER SCHEDULE4 INCH WALLS 3-STORY 2-STORY 1-STORY 6 INCH WALLSOPENINGWIDTH4xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDS3-STORY 2-STORY 1-STORYOPENINGWIDTH6xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDSUP TO 3'-0"4x4 2x 2x4 2x4UP TO 3'-0"6x4 2x 2x6 2x63'-0" - 5'-0" 4x62x 2x4 2x43'-0" - 5'-0"6x6 2x 2x6 2x65'-0" - 7'-0" 4x8(2) 2x (2) 2x4 (2) 2x45'-0" - 7'-0"6x8(2) 2x2x6(2) 2x6OPENINGWIDTH4xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDS3-STORY 2-STORY 1-STORYOPENINGWIDTH6xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDSUP TO 3'-0" 4x82x 2x4 2x4UP TO 3'-0"6x6 2x 2x6 2x63'-0" - 5'-0" 4x102x(2) 2x42x43'-0" - 5'-0"6x8 2x 2x6 2x65'-0" - 7'-0"4x12(2) 2x4x4(2) 2x45'-0" - 7'-0"6x12(2) 2x (2) 2x6 (2) 2x6OPENINGWIDTH4xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDS3-STORY 2-STORY 1-STORYOPENINGWIDTH6xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDSUP TO 3'-0" 4x82x(2) 2x42x4UP TO 3'-0"6x6 2x 2x6 2x63'-0" - 5'-0" 4x102x(2) 2x42x43'-0" - 5'-0"6x8 2x 2x6 2x65'-0" - 7'-0"4x12(2) 2x4x6(2) 2x45'-0" - 7'-0"6x12(2) 2x (2) 2x6 (2) 2x6NOTES:1. THIS DETAIL APPLIES AT ALL EXT WALLS AND INT LOAD BEARING WALLS AND ALSO APPLIES TO SHEAR WALL FRAMINGA. FOR SHEAR WALLS SEE 13/S-402 FOR ADD'L REQUIREMENTS.2. FOR INTERIOR NON-BEARING PARTITIONS SEE DETAIL 43/- HEADERS, KING STUDS AND OTHER REFERENCES ON PLANGOVERN OVER THIS TYPICAL SCHED/DETAILS3. PROVIDE A34 @ 4" WALLS & A35 @ 6" OR GREATER WALLS (ICC-ESR 2353)EXTERIOR WALL / INTERIOR WALL BEARING WALL FRAMINGS401 - 32NTSHDR SPANPLY SHTG PERPLAN & SCHEDA34 @ 2x4 STUD WALLSA35 @ 2x6 & 2x8 STUD WALLS, T&BTOP PL SPICE PER 31/S-403DBL TOP PLPLY SHTG PERPLAN & SCHED(4) 16d, TYPLTP4, EA SIDE(ICC-ESR 2523)HDR SPANLTP4, EA SIDE(ICC-ESR 2523)STUDS/POST BLKG TO MATCH BRG STUDSABV IN FLR SPACE AND ABV HDRLTP4, (ICC-ESR 2523),@ 4x/6x POSTSHDR SPANHDR SPANSTUDS/POSTS BELTO CONT BEARINGFROM ABV TO FNDPLAN CALLOUT5" MIN9" MAXKING STUDS PER SCHEDUNO ON PLANA34/A35 T&B @ ALLKING STUDS & POSTS,UNODBL TOP PL(6) 16d TO HDR, TYPFLUSH HDR PER PLAN OVERBEARING STUDS BELWINDOW SILL PER SCHEDA34/A35 WHEN OPENING IS 6'-0" ORGREATER & AT ALL 4x /6x POSTSPT SILL TO MATCHSTUD WIDTHPLAN CALLOUTPLAN CALLOUTPLAN CALLOUTPATRIMMERS PER SCHEDUNO ON PLAN58" Ø x12" BOLTS (7" MIN EMBED)@ 48" OC UNLESS TIGHTER SPCGREQD PER SW SCHED (DETAIL13/S-402) (2) BOLTS MIN PERPIECE OF SILL PLKING STUDS PER SCHEDUNO ON PLANLTP4 EA SIDE, TYP(ICC-ESR 2523)WALL PLATE HEIGHTPER ARCHWALL PLATE HEIGHTPER ARCHSTRAP PERPLAN, TYPCLIP @ I.F. OF KING STUD,A34 @ 2x4 WALLS &A35 @ 2x6 & 2x8 WALLSCLIP @ EA FACE OFKING STUD, A34 @2x4 WALLS & A35 @2x6 & 2x8 WALLSCEILING JOIST SCHED & DETAILSS401 - 33NTS4"EMBEDFACE OF CMUOR CONC WALLCEILING JST PER SCHEDW/ SIMP "U" HANGER TOLEDGER2x PT LEDGER W/ 12"ØAB @ 4'-0" & 1'-0" MAXFROM ENDS OF PIECEAGAINST CMU OR CONC WALLWALL STUDSCEILING JST PER SCHEDW/ SIMP "U" HANGER TOLEDGER2x LEDGER SAME SIZE AS JST, W/(2) 16d PER EA STUD @ 2x4 & (3)16d EA STUD @ 2x6 & 2x8 JSTAGAINST STUD WALLJST PARA TOWALL WO2x CONTBLKGBLKG @ 4'-0"@ PARA JSTON TOP OF WALL2x CONT BLKGCEILING JSTPER SCHEDNON-BEARINGSTUD WALLDBL TOP PLCEILING JOIST SCHEDJOIST SIZE MAX SPAN2x4 @ 16" OC9'-0"2x6 @ 16" OC14'-0"2x8 @ 16" OC18'-0"NOTE:THIS DETAIL IS INTENDED FOR CEILING JST THAT SPANFROM WALL TO WALL @ CONTRACTORS OPTIONNOTE:1. HEADERS, KING STUDS AND OTHER REFERENCES ON PLAN GOVERNOVER THESE TYPICAL SCHEDULES/DETAILS.2. NAIL SILL PLATE TO WOOD FRAMED FLOORS WITH 16d @ 12" O.C.2X STUDS @ 16" O.C.SEE PLANDOOR OR WINDOWHDR PER SCHEDKING STUD, TYPDOOR ROUGHOPNG WIDTHWINDOW ROUGHOPNG WIDTHWINDOW ROUGH OPNG HTDOOR ROUGH OPNG HT3" MIN 9" MAXREFER TO NAILING SCHED(ITEM 8) IN DETAIL 12/-FOR SOLE PL TO STUDREFER TO NAILING SCHED (ITEM 9)IN DETAIL 12/- FOR DBL STUDREFER TO NAILING SCHED(ITEM 16) IN DETAIL 12/-FOR HDR TO STUDTOP PL SPLICE PERTYPICAL SPLICE DETAILS2X TRIMMER, TYP2X WINDOW SILL TYPOR SHTGTOP OF SLABSEE NON-BRG PARTITIONATTACHMENT DETAIL FORCONN TO FRMG ABVSEE NON-BEARING PARTITION ANCHORAGEDETAIL 34/S-311 FOR CONN TO CONC SLABHEADER SCHEDULEOPENING WIDTH2x4 WALL HEADER2x6 WALL HEADER<4'-0"4x44x6 FLAT4'-0" - 6'-0" 4x6 6x66'-0" - 8'-0"4x8 6x68'-0" - 10'-0" 4x10 6x8PRESSURE TREATED SILL PLINTERIOR NON-BEARING PARTITION WALL FRAMINGS401 - 43NTSS1-401\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S_\1778-01-UR19 - S-401.dwg, S1_401, May 07, 2021 3:21pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL1424345433433223121344AFTDRADRA# OF ROW2 ROWS @3 ROWS @TYP, UNO AFTAFFTAFTTTFFFTTTTTTFFFFFFFFFTTTFFFFFFFFFFFFTTTTTTTTTTTTTTTTTTFFFFFFTTTFFFNAILING SCHEDULENG SCHEDULES401 - 12NOTES:a. THIS NAILING SCHEDULE SHALL ONLY BE USED IF CONDITION IS NOT OTHERWISE DETAILED OR SPECIFIED ON THE CONSTRUCTHIS NAILING SCHEDULE SHALL ONLY BE USED IF CONDITION IS NOT OTHERWISE DETAILED OR SPECIFIED ON THE CONSTRUCOTHERWISE STATEDOTHERWISE Sb. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CWHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WSCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAILSCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY NTSDRADDAAAAAARRRRRRRRDDDDDDDDDDDDDDDDDDDDDDRRRDDDDDDDDDDDDDDDDRDDDDDDDDDAAAAAAAAAAAAAAAAAAAAAAAAARRRRRRRRRRRRRRRRRRRRRRRRDDDDDDDDDDDDDDDDDDRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAAAAAAADDRADPLAN CALLOUTPLAN CALLOUTRPLAN CALLOUTPLAAAAAAPADDDDDDDDDDS (7" MIN EMBED)S (7" MIN EMBED)SS TIGHTER SPCGSS TIGHTER SPCHED (DETAILCHED (DETAOLTS MIN PEROLTS MIN PERLLDDDDARRRRRRRRRRRRRRRRRRRRRRR4""EMBEDDFACE OF CMUFOR CONC WALLORRRCEILING JST PER SCHEDCEILING JSTW/ SIMP "U" HANGER TOW/ SIMP "U"RRRRRRAAAAAAAWALL STUDSWALL STUDSAAACEILING JST PER SCHEDCEILING JST PER SCW/ SIMP "U" HANGER TOW/ SIMP "U" HANGAAAAAAAJST PARA TOWALL WOAAA2x CONTBLKGAAABLKG @ 4'-0"@ PARA JSTAAAAAAAAAAAAAAARRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAAAAAAAAAAAARAARRRAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAARARRDDDDDDDDDDDTTREFER TO NAILING SCHED(ITEM 16) IN DETAIL 12/-(ITEM 16) IN DETAIL 12/-FOR HDR TO STUDFOR HDR TO STUDDSEE NON-BRG PARTITIONATTACHMENT DETAIL FORCONN TO FRMG ABVDHEADER SCHEDULEHEADER SDDDATDRAFTDRAFTA3232110
WHERE 10d NAILS ARE 3 INCHES ON CENTER OR LESS, NAILS SHALL BE STAGGERED.4.3.7.15/32" STRUCT 1 PLYWOOD 3xWALL1,122x3x5/8"Ø LAG SCREWS9.10d @ 3" OC12.8" OC280 PLF5/8"Ø LAG SCREWS10d @ 4" OCEDGE 8d @ 12" OCINTERMEDIATESPLIT BLOCKING/RIM.A34 @15/32" STRUCT 1 PLYWOOD(EACH FACE OF WALL)1740 PLFLTP4 @4" OC4" OCPROVIDE E.N. AT ALL END STUDS, STUDS/POSTS WITH HOLDOWNS OR TIE DOWN STRAPS, SILL PLATES ALL PLYWOOD SHALL BE 5 PLY MINIMUM WITH A SPAN RATING OF 32/16 AND ALL PANEL EDGES SHALLWHERE SILL SHEAR TRANSFER IS THROUGH LAG SCREWS, SILL PLATE SHALL NAILS SHALL BE 1/2 INCH MINIMUM FROM PLYWOOD PANEL EDGE AND 3/8 INCH MINIMUM FROM CONNECTING MEMBER EDGE WHERE SHEAR EXCEEDS 300 PLF.USE 3x FRAMING AT BOTTOM SILL PLATES, BLOCKING AND ALL STUDS AT ADJACENT PANEL EDGESALL NAILS SHALL BE COMMON NAILS.WHERE SHEAR EXCEEDS 300 PLF. STRUCTURALLY ACCEPTABLE TO USE (2) 2x INSTEAD OF 3x FRAMINGLAG SCREWS SHALL BE 6 INCHES LONG AND HOLES ARE TO BE PRE-DRILLED AS TO NOT BE A MINIMUM OF 2 1/2" THICK.NOTES:1.2.5.6.8.15/32" STRUCT 1 PLYWOOD15/32" STRUCT 1 PLYWOOD3x3xSYMBOL615/32" STRUCT 1 PLYWOODSTRUCT SHEATHING15/32" STRUCT 1 PLYWOODFRAMINGSIZE5/8"Ø LAG SCREWS1020 PLFPLYWOOD PLY INDICATED.ORIENTED STRAND BOARD (OSB) MAY BE SUBSTITUTED FOR PLYWOOD NOTED ABOVE PROVIDED ITIS RATED BY APA'S PERFORMANCE STANDARD RATING AND IS OF THE SAME NUMBER OF LAYERS ASREFER TO PLATE WASHER DETAIL FOR REQUIREMENTS LENGTHEN ANCHOR BOLTS AS REQUIRED FOR EMBEDMENT AND SILL PLATE THICKNESS.665 PLF860 PLFSEE ELEVATION ABOVE FOR TYPICAL CONSTRUCTION.5/8"Ø LAG SCREWS10d @ 4" OC 10d @ 12" OC10.11.10d @ 12" OC@ 16" OC@ 8" OC10d @ 2" OC 10d @ 12" OC8" OC5/8" DIA @ 32" OC5/8" DIA @ 24" OC2015 AWC SDPWS510 PLFCAPACITY PERSILL NAILING/LAG SCREWSSHEAR WALL SHEATHING / NAILING SCHEDULE2,3,4@ 16" OCNAILING8d @ 6" OCNAILS 10d @ 12" OCSUPPORTS16d @ 6" OC10, 11724" OC12" OCA35s85/8" DIA @ 48" OC5/8" DIA @ 32" OCANCHOR BOLTING15/32" STRUCT 1 PLYWOOD(EACH FACE OF WALL)3x1330 PLF@ 8" OC 5/8"Ø LAG SCREWS10d @ 3" OC 10d @ 8" OC5/8" DIA @ 16" OC3x 10d @ 2" OC 10d @ 6" OC5/8" DIA @ 8" OC(EACH FACE OF WALL) @ 8" OC6" OC5/8" DIA @ 16" OC15/32" STRUCT 1 PLYWOOD 3x340 PLF10d @ 6" OC 10d @ 12" OC 16" OC 5/8" DIA @ 48" OC5/8"Ø LAG SCREWS@ 16" OCBE BLOCKED. PROVIDE 1/8" GAP AT ALL PANEL JOINTS.AND TOP PLATES.13.LIMITATIONS OF MECHANICAL PENETRATIONS IN SHEAR WALLS:A. 4 1/2" MAX PENETRATIONB. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS. SQUARE PENETRATIONS SHALL RADIUS EDGES. DO NOT OVER CUT HOLE WITH SAW14SDS SCREWSOPTION12" OC12" OC8" OC6" OC4" OC(2) @ 8" OC *(2) @ 6" OC *(2) @ 4" OC *14.ASSUMES A 1 1/4" MIN LSL RIM BOARD. FASTENER EDGE DIST IS 5/8" MIN & 6" END DISTANCE MIN.2" MIN PENETRATION INTO RIM BOARD.* WALL W/ DOUBLE SIDED PLYWOOD REQUIRE (2) RIM BOARDS.INTERMEDIATE FIELD NAILING PERSCHED @ INTERIORWINDOW ROUGHOPENING HEIGHTDOOR ROUGH OPENING HEIGHT2x WINDOWSILL, TYPUPPER STORY SHEAR WALLLENGTH PER PLANHEADERUPPER STORY SHEAR WALLLENGTH PER PLANNON-SHEAR WALLPER PLANHOLDOWN DETAILSPER PLANANCHOR BOLTSPER SCHEDBOUNDARY POSTPER PLANHOLDOWNSTRAP PERPLANLAG SCREWSPER SCHEDHOLDOWNSTRAP PERPLAN16"SEE NOTE 13B, TYPSEE NOTE13A, TYPWHERE PLANS SHOW (2) 2x6STUDS / POSTS IN SHEAR WALLS.CONN W/ 16d @ 4" OC, STAGGON EA SIDE OF POST (OR 4xMAY BE USED IN LIEU OF (2) 2x)A35 CLIP EA SIDE OF POST( USE LTP4 @ DOOR OREND CONDITION)DOOR ROUGHOPENING WIDTHWINDOW ROUGHOPENING WIDTHNON-SHEAR WALLPER PLANLOWER STORY SHEAR WALLLENGTH PER PLANLOWER STORY SHEAR WALLLENGTH PER PLAN3" MIN6" MIN1'-6" MAX412"412"NON-SHEAR WALLPER PLANHOLDOWN DETAILSPER PLANPOST IN WALL W/ NOTIE DOWN PER PLAN3" MIN9" MAXAT BOTTOM SILL PLATES.ABCDEFGH15.SIMPSON 'LTP4' CLIP SHALL BE INSTALLED IN A HORIZONTAL ORIENTATION. IF CLIP IS INSTALLEDOVER THE SHEATHING, O.131" x 2 1/2" NAILS SHALL BE USED.15@ 6" OC 5/8"Ø LAG SCREWSTYPICAL SHEAR WALL ELEVATION AND SCHEDULES402 - 13NTSNAIL SPCG PERSCHED, STAGG1 12"(2) NAILS @SPCG PER SCHED1 12"SINGLE SIDEDDOUBLE SIDEDPLY SHTG PERPLAN & SCHEDPLY SHTG PERPLAN & SCHED18" GAP TYP @ADJOINING PANEL EDGE18" GAP TYP @ADJOINING PANEL EDGEELEVATIONPLAN2x STUD NAILING @ ADJOINING PANEL EDGESS402 - 14NTSSTGR ADJOININGPANEL EDGES18" GAP TYP @ADJOINING PANEL EDGE18" GAP TYP @ADJOINING PANEL EDGEPLY SHTG PERPLAN & SCHED2x FRAMINGMEMBER OR BLKGOPTION "A" - PLAN(STAGGERED PANEL JOINTS)18" GAP TYP @ADJOINING PANEL EDGEPLY SHTG PERPLAN & SCHED3x FRAMINGMEMBER OR BLKGOPTION "B" - PLAN(NON-STAGGERED PANEL JOINTS)18" GAP TYP @ADJOINING PANEL EDGEDOUBLE SIDED SHEAR WALL S402 - 24NTS12"MAXPLY SHTG PERPLAN & SCHED12"MAX12"MAX12"MAX12"MAX2x6 PLAN(DBL SHEATHED)A2x4 STUD WALL SECTION(SINGLE / DBL SHEATHED)B2x6 STUD WALL SECTION(SINGLE SHEATHED)C2x6 STUD WALL SECTION(DBL SHEATHED)STGR PLATEWASHERSPLY SHTG PER PLAN& SCHED, TYPBOLT Ø+ 116"134"MAXBOLT Ø+ 316"GALV PL WASHER0.229" (3 GA) x 3" SQ(SIMP BP58 -3 HDG ORZMAX)GALV PL WASHER0.229" (3 GA) x 3" SQ(SIMP BPS 58 -6 HDGOR ZMAX)CONC STEM WALL /FDN PER PLANPLY SHTG PERPLAN & SCHEDCONC STEM WALL /FDN PER PLANPLY SHTG PERPLAN & SCHEDCONC STEM WALL /FDN PER PLANNOTE:STANDARD CUT WASHER NOTREQ'D BTWN NUT & PL WASHERNOTE:STANDARD CUT WASHER REQ'DBTWN NUT & PL WASHERPLATE WASHER DETAILS402 - 34NTSCORNER W/O POSTCORNER W/ POSTINTERSECTION W/ POSTINTERSECTION W/O POST16d TO MATCH BOUNDARYNAILING & SPACINGBNBNBNSTRAP HOLDOWNWO PER PLANSIMP HOLDOWNPER PLAN16d TO MATCH BOUNDARYNAIL SPACINGPLY SHTG PERPLAN & SCHEDBNSIMP HOLDOWNPER PLANPLY SHTG PERPLAN & SCHEDPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WO16d TO MATCHSILL BOUNDARYNAIL SPACINGBNBNDBL SIDED SW, WO16d TO MATCH BOUNDARYNAILING & SPACINGDBL SIDED SW, WOBNBNBNSTRAP HOLDOWN PERPLAN, MAY OCCUR INEITHER ORIENTATIONPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WOBNBNDBL SIDED SW, WOPLY SHTG PERPLAN & SCHED16d TO MATCH BOUNDARYNAIL SPACINGSTRAP HOLDOWN PERPLAN, WOBNBNBNPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WOSIMP HOLDOWNPER PLANPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WO16d TO MATCHSILL BOUNDARYNAIL SPACINGSIMP HOLDOWNPER PLANPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WO16d TO MATCHSILL BOUNDARYNAIL SPACINGBN BNSHEAR WALL INTERSECTIONS402 - 42NTS2x BLKG OR 3x BLKGWHERE REQUIREDPER SW SCHED(2) 10d TOE NAILS, TYPELEVATIONTYPICAL BLOCKING DETAILS402 - 43NTSNOTES:1. 2 BAYS OR 32" MIN STRAP LENGTH2. BOUNDARY AND EDGE NAILING FROM PLYWOOD TO STUDS /FRAMING SHALL OCCUR ABOVE AND BELOW OPENINGS ATTHIS CONDITION3. SEE TYPICAL SHEAR WALL ELEVATION FOR BALANCE OF INFONOT SHOWNMARK# OFBLKGSIMPSONSTRAPNAILS EA SIDEOF OPENINGSTRAP LENGTH(IN)ALLOWABLETENSION LOADS(LBS)11CS20(12) 10d x 2 12"1,03021CS16(20) 10d x 2 12"1,70531CS14(26) 10d x 2 12"2,49042CMSTC16(50) 10d x 3 14"4,69052CMST14(66) 10d x 2 12"6,47562CMST12(86) 10d x 2 12"399,215OPENING PER PLANDBL TOP PL2x BLKG,UNOSIMP 'CS' OR'CMST"'STRAP(ICC-ESR 2105)WALL STUDS PERSHEAR WALL SCHEDCONT STRAP ACROSSOPENING WIDTHDBL 2x BLKG AT SIMP"CMST" STRAPSTRAP LENGTH PER SCHEDUNO ON PLANHEADER PER PLAN OR BRGWALL HEADER SCHEDSTRAP NAILS THIS SIDEPER SCHED, TYP321STRAP NAILS THIS SIDEPER SCHED, TYPFORCE TRANSFER AROUND OPENINGSS402 - 44NTSEND LENGTH PERSCHED ON 24/S-4054'-0" MIN, UNOT.O. CONCCURBT.O. CONCSILL PL AB, WOSILL PLPIECE OFPT STUDDBL STUD@ STEP4x BLKG @ STRAPEDGE NAIL @ SHTGSIMP STRAP (CS16, UNO)APPLIED OVER SHTG (EASIDE @ DBL SIDED WALLS)WALL SHTGPER PLANSTRAP AT STEP IN SHEAR WALL SILL PLATES402 - 53NTSS1-402\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S_\1778-01-UR19 - S-402.dwg, S1_402, May 07, 2021 3:21pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL1424344353421344RAFTDRWHERE 10d NAILS ARE 3 INCHES ON CENTER OR LE10d NAILS AR4.3.WALLWALL1,122xx3x3xF280 PLF5/8"Ø LAG SCREWSWS10d @ 4" OCEDGEEDGE8d @ 12" OCINTERMEDIATEINTERMEDIATEAFPROVIDE E.N. AT ALL END STUDS, STUDS/POSTS WITE E.N. AT ALLALL PLYWOOD SHALL BE 5 PLY MINIMUM WITH A SPWOOD SHALNAILS SHALL BE 1/2 INCH MINIMUM FROM PLYWOOHALL BE 1/2 INCONNECTING MEMBER EDGE WHERE SHEAR EXCECTING MEMBUSE 3x FRAMING AT BOTTOM SILL PLATES, BLOCKINRAMING AT RAFTRAFTRAFTRAFTARRAALL NAILS SHALL BE COMMON NAILS.LS SHALL BE CWHERE SHEAR EXCEEDS 300 PLF. STRUCTURALLY ACSHEAR EXCEENOTES:1.2.5.6.SYMBOLOL615/32" STRUCT 1 PLYWOOD15/32" STRUCT 1 PLYWOODSTRUCT SHEATHINGSHEA15/32" STRUCT 1 PLYWOOD5/32" STRUCT 1 PFRAMINGSIZETAFAA2015 AWC SDPWS510 PLFCAPACITY PERSILL NAILINGSILL/LAG SCREWSLAG SCREWSSHEAR WALL SHEATHING / NAILING SCHEDULESHEAR WALL SHEATHING / NAILING SCHEDU2,3,42,3,4@ 16" OCNAILINGNAILING8d @ 6" OC8d @ 6NAILS 10d @ 12" OCSUPPORTS16d @ 6" OCOC10, 11724" OC24" OC12" OC12" OCA35sA35s85/8" DIA @ 48" OC5/8" DIA @ 32" OCANCHOR BOLTING15/32" STRUCT 1 PLYWOOD 3x" STRUCT 1 PLYWOOD 3x340 PLF10d @ 6" OC 10d @ 12" OC10d16" OC 5/8" DIA @ 48" OC16" OC5/8"Ø LAG SCREWSREWS@ 16" OCBE BLOCKED. PROVIDE 1/8" GAP AT ALL PANEL JOCKED. PROVIDAND TOP PLATES.P PLATES.RAFTF1414SDS SCREWSOPTION12" OC12" OC8" OCTAAAARRRRRR16"16"SEE NOTE 13B, TYPSEE NOTE 13B,FTFTFFTTDOOR ROUGHOPENING WIDTHRRRRRNON-SHEAR WALLNOPER PLANFRRAFFFRRLOWER STORY SHEAR WALLWER STORY SHEAR WALLLENGTH PER PLANLENGTH PERTTTLOWER STORY SHEAR WALLLOWER SLENGTH PER PLANLENGFFFF3" MINNFFFFFFFF6" MIN1'-6" MAXXRRRRRRARRRRRRRRRRRRARAAAAAAAAAAAAAAAAATTTTTTTTTTTTTTTTFFTTTTFFRRTTTTTTTTTTTTTTTTFFFFFFFF3" MIN9" MAXFFFFFFFFFFFFFFFFAT BOTTOM SILL PLATES.OM SILL PLATRRRARRRBRRRCTDINTERSECTION W/ POSTINTERSECTION W/ POSTNTSNTDDDD(2) 10d TOE NAILS TYPDDDD42111
STGRPANEL JTCONT PANEL JTPANEL ENDBOUNDARY NAILING (BN)PER SCHEDFRMG PERPLANEDGE NAILING (EN) PER SCHEDSTGR NAILING AT PANEL JTBLKG AT PANEL JTFULL HT BLKG AT RIM JSTPER WALL DETAILSCONT RIM JST PERWALL DETAILSFIELD NAILING (FN)PER SCHEDSHTG PER SCHED18" GAP BTWN SHTG@ PANEL JT(S)NAIL SPCG @PANEL EDGES PER SCHEDNAIL SPCG @PANEL EDGESPER SCHED2'-0" MINPANEL WIDTHSTRENGTH AXIS ORIENTED PERP TO SUPPORTSNOMINAL MEMBER WIDTH AT PANELEDGES & BOUNDARIES PER SCHEDDIAPHRAGM SCHEDULETYPE LOCATIONSHEATHINGTHICKNESSSHEATHING GRADE SPAN RATING BLOCKING NAILSBOUNDARY NAILING(BN)EDGE NAILING ATCONT. PANEL EDGES(EN)EDGE NAILING ATOTHER PANEL EDGES(EN)FIELD NAILING (FN)PANEL EDGE SUPPORT OR NOMINALMEMBER WIDTH AT PANEL EDGESLINES OFFASTENERSA ROOF SEE NOTE 5 SHEATHING32 / 16NO 10d 6 - 612H-CLIPS 1NOTES:1. DIAPHRAGM SHALL BE GLUED TO FLOOR FRAMING PRIOR TO NAILING, REFER TO PROJECT GENERAL NOTES.2. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 38" FROM SHEATHING EDGE AND 38" FROM LUMBER EDGE.3. NAILS SHALL BE DRIVEN TIGHT TO TOP OF PLYWOOD SURFACE AND SHALL NOT PENETRATE THE TOP OF PLYWOOD MORE THAN COMMONLY EXPECTED WITH HAMMER DRIVEN NAILS.4. WHERE H-CLIPS ARE SPECIFIED, THEY SHOULD BE INSTALLED AS FOLLOWS:A. ONE H-CLIP SHALL BE PLACED BETWEEN ABUTTING PANELS AT A LOCATION MIDWAY BETWEEN EACH PAIR OF TRUSSES, RAFTERS OR JOISTS. HOWEVER, (2) H-CLIPS ARE REQUIRED BETWEEN SUPPORTS WHEN SPACED48 INCHES ON CENTERB. USE THE SAME SIZE PANEL EDGE CLIP AS THE PANEL THICKNESS. H-CLIPS MUST FIT SNUGLYC. ABUTTING WOOD STRUCTURAL PANELS BE FITTED AS CLOSELY AS CLIPS PERMIT. OCCASIONAL MISFIT OF ABUTTING SHEETS MAY BE TOLERATED PROVIDING THAT GAPS DO NOT EXCEED MAXIMUM OPENING OF 14".5. ROOF SHEATHING THICKNESS SHALL BE INSTALLED AS FOLLOWS:A.1532 @ SINGLE PLY OR ASPHALT SHINGLESB.1932 @ TILEC.2332 @ TILE WITH MORTAR(2) JST BAYS MIN13-PLYWOOD DIAPHRAGM SHEATHINGS403 - 12NTSGAP PERDETAIL 12/-DIAPH BN PERPLAN & SCHED2 x 4 FLAT BLKG,WHERE SPECIFIEDFLR SHTG PER PLAN &DETAIL 12/-JST PER PLAN, TYPSECTION2-10d TOE NAILS EA ENDGAP PERDETAIL 12/-H-CLIPFLR SHTG PER PLAN &DETAIL 12/-H-CLIP WHERE SPECIFIEDBLKG WHERESPECIFIED PER SCHEDDIAPHRAGM PANEL JOINTSS403 - 13NTSGYPCRETE, WO(SEE PLAN)DIAPH NAILING PERPLAN & SCHEDFLR SHTG PERPLAN & DETAIL 12/-JST PER PLAN1-10d2-10d2-10d1-10dPLANTYP JOIST BLOCKINGS403 - 14NTSSIMP 'HUSTF'JST HGR, TYPDBL JST TRIMMEROPNG"D"FOR "D" = 2'-8" MAX,USE (2) JOISTSFOR "D" = 4'-0" MAX,USE (3) JOISTSNOTE:FOR LARGER OPENINGS REFER TO FRAMING PLANSIMP 'ST12' CENTEREDON JST, TYPEN AROUNDOPNG, TYPSIMP 'ST12' CENTEREDON JST, TYPMULTIPLE JST (OR BMWHERE NOTED ON PLAN)EN ALONG BLKG & JSTFOR A DISTANCE OF 2'-0"@ EA CORNER OF OPNG2x4 FLATBLKG, TYPOPENING AT FRAMINGS403 - 23NTSMIN LAP SPLICEPER SCHED(4) 16d NAILS(4) 16d NAILSMIN LAP SPICE PER SCHEDNAILS EA SIDEPER SCHEDENDINTERSECTIONPLANSECTIONENDINTERSECTIONCONTINUOUSSPLICE TO OCCUROVER STUD, TYPSPLICE TO OCCUROVER STUD, TYPDBL TOP PLDBL TOP PLNAILS EA SIDEPER SCHEDTOP PLATE LAP NAILINGWALL TYPE MIN LAP SPLICE NAILS EA SIDENON-BEARING 2'-0"(8) 16dNAILS EA SIDEPER SCHEDCONTINUOUSTOP PLATE LAP NAILINGSYMBOL MIN LAP SPLICE NAILS EA SIDEALLOWABLE TOPCHORD CAPACITY4'-0"(8) 16d1,800#4'-0"(12) 16d2,700#4'-0"(16) 16d3,600#4'-0"(20) 16d4,500#4'-0"(24) 16d5,400#4'-0"(28) 16d6,300#4'-0"(32) 16d7,200#ABCDEFGDBL TOP PLATE SPLICE NAILINGS403 - 31NTSS1-403\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S_\1778-01-UR19 - S-403.dwg, S1_403, May 07, 2021 3:21pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL14243454334353324252315123121344DRAFT48 INCHES ON CENTER48 INCHES ON CENTERB. USE THE SAME SIZE PANEL EDGE CLIP AS THE PANEL THICKNESS. H-CLIPS MUST FIT SNUGLYUSE THE SAME SIZE PANEL EDGE CLIP AS THE PANEL THICKNESS. H-CLIPS MUST FIT SNUGLYC. ABUTTING WOOD STRUCTURAL PANELS BE FITTED AS CLOSELY AS CLIPS PERMIT. OCCASIONAL MISFIT OF ABUTTING SHEETS ABUTTING WOOD STRUCTURAL PANELS BE FITTED AS CLOSELY AS CLIPS PERMIT. OCCASIONAL MISFIT OF ABUTTING SHEETS 5. ROOF SHEATHING THICKNESS SHALL BE INSTALLED AS FOLLOWS:. ROOF SHEATHING THICKNESS SHALL BE INSTALLED AS FOLLOWS:A.1515F3232 @ SINGLE PLY OR ASPHALT SHINGLES @ SINGB.1919F3232 @ TILE @ TILEC.2323F3232 @ TILE WITH MORTAR @ TILE PLYWOOD DIAPHRAGM SHEATHINGDIAPHRAGM SHEATHINGS403 - 12J2TFTAFTTTTTTTTTTTTFTATFTATTTTTTTTTTTTTTAFTAFTTTFTTTTTTTTTSIMP 'ST12' CENTEREDT12' CENTEREON JST, TYP TYPTTTMULTIPLE JST (OR BMLE JST (OR BMWHERE NOTED ON PLAN)NOTED ON PTTTEN ALONG BLKG & JSTFOR A DISTANCE OF 2'-0"@ EA CORNER OF OPNGFFFFFF2x4 FLAT2x4 FLABLKG, TYPBLKG, TYPATTAAATDRAFTDRAFTA323242112
1.55E LSL HEADERS & BEAMS1.55E LSL BEAMS & HEADERSHEADER OR BEAM DEPTH MAX ROUND HOLE SIZE9 12"3"11 78"3 58"14" - 16" 4 58"8"8"ALLOWEDHOLE ZONE2x DIA OF THE LARGEST HOLE1.55E LSL NOTES:1. ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM AND/ORCONCENTRATED LOADS ANYWHERE ALONG THE MEMBER.2. ROUND HOLES ONLY.3. NO HOLES IN HEAERS OR BEAMS IN PLANK ORIENTATION.LVL, PSL, & 1.3E LSL HEADERS & BEAMS13 DEPTH2x DIA OF THE LARGEST HOLE' d '' d '13 l13 lLVL & PSL ALLOWED HOLE ZONEMIDDLE 13 SPAN13 DEPTHLVL & PSLHOLE ZONE1.3E LSL HOLE ZONELVL, PSL, & 1.3E LSL BEAMS & HEADERSHEADER OR BEAM DEPTH MAX ROUND HOLE SIZE4 38"1"5 12"1 34"7 14" - 20"2"LVL/PSL/1.3E LSL:1. ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY.2. ROUND HOLES ONLY.3. NO HOLES IN CANTILEVERS.4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION.DO NOT CUT, NOTCH, OR DRILL HOLES INHEADERS OR BEAMS EXCEPT AS INDICATEDIN THE ILLUSTRATIONS AND TABLES' d 'AB' d 'MAX HOLE SIZEPER SCHEDULEMAX HOLE SIZEPER SCHEDULEALLOWABLE HOLES THRU ENGINEERED LUMBER HEADERS & BEAMSS404 - 12NTSL/3L/3D/4MAXLENGTH (L)DEPTH, (D)NO NOTCHESPERMITTEDD/6MAXD/3MAX2"2"2" MINNOTES:1. NOTCHING AND BORING NOT PERMITTED IN THE SAME JOIST CROSS SECTION WITHOUT STRUCTURAL ENGINEER'S APPROVAL.2. NOTCH WIDTHS GREATER THAN SHOWN IN TABLE NOT PERMITTED WITHOUT STRUCTURAL ENGINEER'S APPROVAL.NOTCH AND HOLE LIMITATIONSJOIST SIZE MAX HOLE MAX NOTCH DEPTH MAX END NOTCH MAX NOTCH LENGTH2X4NONE NONE NONE NONE2X61 1/2"7/8"1 38"1 1/2"2X82 3/8" 1 1/4" 1 7/8" 2 3/8"2X10 3"1 1/2" 2 3/8"3"2X123 3/4"1 7/8" 2 7/8" 3 3/4"TAPER NOTCH IN LIEU OF SQUARECUT TO REDUCE IMPACTD/3MAXSAWN LUMBER AND RAFTER JOIST NOTCHING AND BORING LIMITATIONSS404 - 13NTS" A " MAX1'-0" MIN1'-0" MIN" B ""D" MAXNOTCHES MIN6'-0" OC" C " MAXBORED HOLETOP ORSILL PL1 12" WIDE x 16 GAGE GALVANIZED STRAP FASTENED TO EA PL ACROSSTHE OPNG & ATTACHED ON EA SIDE OF THE OPNG W/ NOT LESS THAN" F " 16d COMMON NAILSNOTCH AND HOLE LIMITATIONSTOP PL ORSILL PLABCDEF2X4312"112"114"112"534"62X6 412"214"214"212"814"92X8512"3"314"312"1214"12" E "TOP PL AND SILL NOTCH AND BORING LIMITATIONSS404 - 14NTSEXTERIOR & BEARING STUDSNON-BEARING STUDSNOTES:1. NOTCHING AND BORING NOT PERMITTED IN THE SAME STUD SECTION.2. NO MORE THAN 2 SUCCESSIVE DBL. STUDS ARE PERMITTED TO HAVE 60% MAX BORED HOLES.40% MAXSTUD WIDTH NOTCH60% MAX STUDWIDTH BORE25% MAX STUDWIDTH NOTCHSEE NOTE 1SEE NOTE 158" MIN FROMFACE OF STUD40% MAX STUDWIDTH BORE (60%AT DBL STUDS - SEENOTE 2)MAXIMUM BORED HOLE DIAMETER/NOTCH DEPTHSTUD SIZE(IN)APPLICATIONMAX HOLE DIAMETER(IN)MAX NOTCH DEPTH(IN)2X4NON-BEARING 2 18"1 38"EXTERIOR/BEARING1 38" 78"2X6NON-BEARING3 14"2 316"EXTERIOR/BEARING2 316"1 38"58" MIN FROMFACE OF STUDTYP WALL NOTCH AND BORING LIMITATIONSS404 - 24NTSS1-404\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S_\1778-01-UR19 - S-404.dwg, S1_404, May 07, 2021 3:21pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL14243454334353324252314151121344DRAFTLVL, PSL, & 1.3E LSL HEADERS & BEAMSLVL, PSL, &T85 5 11F22""11 33T44""7 7 11F44" - 20"" - 20"2"2"FTFTFTFTTTBALLOWABLE HOLES THRU ENGINEERED LUMBER HEADERS & BEAMSE HOLES THRU ENGINEERED LUMBER HEADERS &S404 - 12TTTTTTTTTTTFTTFTTTL/3FFFD/4D/4MAXMAXTFTLENGTH (L)TFFFFFFTTFFTADRAFTDRAFTA323242113
DBL TOP PLSIMP 'DSC' DRAG STRUTCONNECTOR, CONTRACTORTO PROVIDE LEFT OR RIGHTHAND UNIT TO MATCHCONDITIONS (ICC-ESR 2605)" L/2 "" L "MODEL L (IN)FASTENERSALLOWABLE TENSION LOADS (lbs)COMPRESSION TENSIONDSC2R/L-SDS316(20) 14" x 3" SDS2,590 3,720DSC5R/L-SDS321(24) 14" x 3" SDS4,340 4,195ROOF SHTG PERPLAN & SCHEDDRAG TRUSS PER MFR(SIZED FOR DRAGLOAD PER PLANS)WALL SHTG PERPLAN & SCHEDELEVATIONPOST BEL TRUSSROOF DRAGTRUSSDSC CONN(VERIFY RH OR LH)STUD WALLPLANDRAG TRUSS TO WALL CONNECTIONS405 - 11NTSDBL TOP PLSIMPSON "A35" (ICC-ESR2523) @ SPACING PERSHEAR WALL SCHED FORWALL BELOWROOF SHTG PERPLAN & SCHEDDRAG TRUSS PER MFR(SIZED FOR DRAGLOAD PER PLANS)WALL SHTG PERPLAN & SCHEDSW END POST,EDGE NAIL FULL HTDRAG TRUSS PARALLEL TO WALLS405 - 21NTSBLOCK & STRAP PERP TO FRMGS405 - 14NTSDBL TOP PL & 2xSTUDS PER PLAN WOTRUSS FRMG PERPLAN & MFRPLY SHTG PERPLAN & SCHEDLENGTH OF STRAPPINGPER PLANAWOOD TRUSS FRAMINGEND LENGTHPER SCHEDFULL DEPTH TRUSS PANEL BLKGFULL LENGTH OF STRAP W/WIDTH PER SCHEDULESTRAP PER PLAN, T&B, SPLICEAS REQ'D WITH LAP LENGTH& FASTENERS PER SCHEDULESTRAP MODEL END FASTENERSENDLENGTH (IN)FASTENERSPER SPLICESPLICELENGTH (IN)MIN BLKGWIDTHALLOWABLETENSIONLOADS (lbs)CS16(20) 10d11(5) 10d8112"1,705(22) 8d13(6) 8d9CS14(26) 10d15(6) 10d9112"2,490(30) 8d16(7) 8d10CMSTC16(50) 16d20(11) 16d10312"4,690(50) 16d20(11) 16d10CMST14(56) 16d26(13) 16d14312"6,475(66) 10d30(15) 10d15CMST12(74) 16d33(18) 16d18312"9,215(86) 10d39(22) 10d21DROP BMPER PLANSW POST OR STUDDBL TOP PLMIN END LENGTHPER SCHED(TYP EA SIDE)134"MINDROP BMPER PLANALT STRAPLOCATIONMIN END LENGTHPER SCHED(TYP EA SIDE)DROP BMPER PLANALT STRAPLOCATIONSIMP "CMST" (ICC-ESR 2105)STRAP PER PLAN & SCHEDDBL TOP PLDBL TOP PLSIMP "CS" (ICC-ESR 2105)STRAP PER PLAN & SCHEDSIMP "CS" OR "CMST"(ICC-ESR 2105) STRAPPER PLAN & SCHEDMIN FASTENERSPER SCHED, EA SIDEMIN END LENGTHPER SCHED(TYP EA SIDE)SIMP "CS" OR "CMST"(ICC-ESR 2105) STRAPPER PLAN & SCHEDFLUSH BMPER PLANSW POSTOR STUDMIN END LENGTHPER SCHED(TYP EA SIDE)134"MINMIN END FASTENERSPER SCHED, EA SIDESTRAP MODEL END FASTENERSEND LENGTH(IN)ALLOWABLETENSION LOADS(lbs)CS16(20) 10d111,705(22) 8d13CS14(26) 10d152,490(30) 8d16CMSTC16(50) 16d204,690CMST14(56) 16d266,475(66) 10d30CMST12(74) 16d339,215(86) 10d39CSTRAP TO TOP OF DROP BEAMBSTRAP TO FACE OF DROP BEAMASTRAP TO BOTTOM OF FLUSH BEAMMIN END FASTENERSPER SCHED, EA SIDE134"MIN134"MINMIN END FASTENERSPER SCHED, EA SIDEDBL TOP PLSW POSTOR STUDSW POSTOR STUDDRAG STRAP AT BEAM-TO-WALLS405 - 24NTSDRAG TRUSSPER PLAN, WOS1-405\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S_\1778-01-UR19 - S-405.dwg, S1_405, May 07, 2021 3:22pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL1424345433435332425231415123121144RAFTD(SIZED FOR(SIZED FORLOAD PERLOAD PERSW END PEDGE NAIDRAG TS405 - 21FFTFTFFFFFTFDROP BMPER PLANTTTSW POST OR STUDSTUDTTTFFFFFFFFFFFFFFFMIN END LENGTHPER SCHED(TYP EA SIDE)(TYP EA SIDE)FFTFF13T4"MINPER PLANPER PLANFTFTFFFFSIMP "CS" OR "CMST"(ICC-ESR 2105) STRAPPPER PLAN & SCHEDFFFMIN FASTENERSRSPER SCHED, EA SIDEEA SIDETTTFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTFBSTRAP TO FACE OF DROP BEAMFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFSW POSTSW POSTOR STUDOR STUDTATTDRATDRAA323242114
WALL SHTG PERPLAN & SCHEDEN24" MAXBNBNWALL STUDSPER PLANRAISED HEELTRUSS PER MFRSIMP 'A35' W/ SPCG PERSW SCHED, 24" OC MINDBL TOP PLROOF TRUSS PERP TO EXTERIOR WALLS421 - 14NTSROOF SHTGPER PLANSEE DETAILFOR INFONOT SHOWN13-(2) 16dSOFFIT PER ARCHFASCIAPER ARCHFULL HT TRUSS PANEL BLKG,DESIGNED FOR 250 PLF(SERVICE LVL LOADING)FOR SIMP 'H1' CONNTO TRUSS, SEE DETAIL13/B.1 ABVINTERIOR SHEAR WALL (ROOF TRUSS PARALLEL)S421 - 341" = 1'-0"BEARING TRUSS PER MFRBEARING TRUSS PER MFRDRAG TRUSS PER MFRBN @ BLKGPLY SHTG PERPLAN & SCHED(2) 16d END NAILS FROMTRUSS TO BLKG, TYP2x BLKG EA SIDE @ 48" OCALONG LENGTH OF TRUSS2x BLKG EA SIDE @ 48" OCALONG LENGTH OF TRUSSBNENWALL SHTG PERPLAN & SCHEDWALL STUDSPER PLANDBL TOP PLSIMP "A35", SPCGPER SW SCHEDROOF TRUSS PERP TO BEAMS421 - 411" = 1'-0"ROOF SHTGPER PLANROOF TRUSS & CONNPER MFRSIMP 'H1' CONNECTOR, TYP(USE SIMP 'H10A-2' @ GIRDER TRUSS)BNBN2x BLKG W/SIMP 'A35' @ 24" OCSEE NOTEDIAPH NAILING PERPLAN & SCHEDALT BLKG ORIENTATIONW/ BN & SIMP 'LS70'BM PER PLANNOTE:MAXIMUM HEEL HEIGHT = 13 14"FASCIA PERARCH(2) 16dEA TRUSSGABLE END TRUSS W/ LOOKOUT @ BEAMS421 - 421" = 1'-0"BM PER PLANPLY SHTG PERPLAN & SCHED" L "" L/2 "SEE SCHED2x BLKG TO MATCHOUTLOOK DEPTHSIMP 'LTP4'(ICC-ESR 2523),24" OC MAXSIMP "H2.5A HGR(ICC-ESR 2613)@ EA OUTLOOK(2) 16d TRUSSTO OUTLOOK2x OUTLOOK @ 24" OCMAX, SEE SCHED FOROUTLOOK DEPTHDROPPED GABLEDRAG TRUSS TOACCOMMODATEOUTLOOK(4) 16d NAILSBRACE PER 23/-OUTLOOK DEPTH SCHEDULEL/2DEPTH2'-0" MAX2x42'-8" MAX 2x6"A35" (BEYOND)@ 24" OC, MAX2x BLKG EA BRACEW/ SIMP 'A34' EA ENDBNBNFASCIA PER ARCH(2) 16d EA TRUSS13 14" MAXENRAISED HEELTRUSS PER MFRDBL TOP PLWALL STUDSPER PLANWALL SHTG PERPLAN & SCHEDROOF SHTGPER PLANBN2x BLKGBNSLOPEPER ARCHBATYPICAL TRUSS HEEL (H ≤ 7 14")ROOF SHTGPER PLANROOF TRUSS &CONN PER MFRENSIMP "H1" CONNECTOR,TYP (USE SIMP "H10A-2"@ GIRDER TRUSS)WALL SHTG PERPLAN & SCHED(2) SIDED WALL SHTG,WHERE OCCURSBNBN2x BLKG W/ A35 TO MATCH SWSCHED FOR WALL BEL & @ 24"OC, TYP EVERY WHERE ELSEHEEL HT'H'DIAPH NAILING PERPLAN & SCHEDALT BLKG ORIENTATIONW/ BOUNDARY NAILING& SIMP "LS70"BNSIMP "H1" CONN, TYP(USE SIMP "H10A-2" @GIRDER TRUSS)B.1SIMP "H1" CONNECTION @ RAISED HEELA.1SIMP "H1" CONNECTION @ TYP TRUSSWALL SHTG PERPLAN & SCHEDEN24" MAXBNROOF SHTGPER PLANFOR SIMP "H1" CONN TOTRUSS, SEE DETAIL B.1 ABOVECRAISED TRUSS HEEL (H ≤ 13 14")RAISED TRUSS HEEL (13 14" < H ≤ 24")SOFFIT PER ARCHSOFFIT PER ARCHBN(2) 16d(2) 16dSOFFIT PER ARCHSIMP 'A35' W/ SPCG PERSW SCHED, 24" OC MINWALL STUDSPER PLANDBL TOP PLWALL STUDS PER PLANFULL HT TRUSS PANEL BLKG,DESIGNED FOR 250 PLF(SERVICE LVL LOADING)FASCIAPER ARCH(2) 16dFASCIAPER ARCHFASCIAPER ARCHRAISED HEELTRUSS PER MFRSIMP 'A35' W/ SPCG PERSW SCHED, 24" OC MINDBL TOP PLROOF TRUSS PERP TO EXTERIOR WALLS421 - 13NTSGABLE PER MFRBRG TRUSS PER MFRBN(4) 16d NAILSROOF SHTG PERPLAN & SCHEDNAILS TO MATCHDIAPH NAILS @ 6" OCBRACE PERSCHEDDBL TOP PLWALL STUDSPER PLANLENGTHSIMP "GBC"(ICC-ESR 2605)BRACE SCHEDULEBRACE MAX LENGTH SPACING2x46'-3"SEE ELEV3x4 10'-3"4x414'-6"GBC & BRACESPACED @ 3'-0"OC FOR 6'-0"-8'-0"GABLE HTGBC & BRACE SPACED @ 4'-0" OC FOR3'-0" < GABLE HT < 5'-0"8'-0"MAX5'-0"BRACEDBL TOPPLWALL STUDSTRUSSELEVATIONGBC & BRACE SPACED@ 4'-0" OC FOR3'-0" < GABLE HT < 5'-0"AGABLE END TRUSS W/O LOOKOUTDBL TOP PLWALL STUDS PER PLANROOF SHTG PERPLAN & SCHED" L "" L/2 "SEE SCHED BEL2x BLKG TO MATCHOUTLOOK DEPTHSIMP "LTP4" (ICC-ESR 2523)TO MATCH SPCG OF "A35"BELOW PER SW SCHED,24" OC MAXBNENSIMP "H2.5A HGR(ICC-ESR 2613) @EA OUTLOOK(2) 16d TRUSS TO OUTLOOK2x OUTLOOK @ 24" OCMAX, SEE SCHED FOROUTLOOK DEPTHDROPPEDGABLE TRUSS TOACCOMMODATEOUTLOOK(4) 16d NAILSBRACE PER ABOVEOUTLOOK DEPTH SCHEDULEROOFING DEPTHL/2SINGLE PLYORASPHALTSHINGLES2x42'-0"2x6 4'-0"ALL OTHERS2x42'-0"2x6 3'-0"AA.1SIMP "A35" CONN@ GABLE TRUSSSIMP "A35" TO MATCH SWSCHED FOR WALL BEL &@ 24" OC, TYP EVERYWHERE ELSEFOR SIMP "A35"CONN TO TRUSSSEE DETAIL A.1 ABOVEBN BNBGABLE END TRUSS W/ LOOKOUT(2) 16dFASCIAPER ARCH3'-0"NOTE: "L/2" ASSUMES NO STUCCO @UNDERSIDE OF EAVEIF "L/2" > 2'-0", ADDITIONALTRUSS TOP CHORDS SHALL BEDROPPED. EXTEND TONEAREST FULL BAYSOFFITPER ARCHEN2x BLKG EA BRACE W/SIMP 'A34' EA ENDEXT " L " TO NEAREST BAY W/ADDITIONAL DROPPED TOPCHOARD TRUSSESGABLE END TRUSSS421 - 23NTS(2) 16d TRUSSTO OUTLOOK2x BLKG EA BRACEW/ SIMP 'A34' EA ENDROOF SHTG PERPLAN & SCHEDBN2x CONT SHAPED/BEVELEDVALLEY SLEEPER. WIDTH OF2x TO EXTEND TO HEEL OFRAFTER MIN(3) 16d @ EA TRUSS OR RAFTERBEL (OR (2) 16d @ 12" OC TO2x BLKG BEL)SIMP 'A35' EA RAFTER(ICC-ESR 3096)ROOF SHTG PER PLAN &SCHED (SHEATH PRIOR TOADDING OVERFRAMING)ROOF FRMG(TRUSS OR RAFTER)PER PLANCALIFORNIA FRAMING SLEEPERS421 - 24NTSL < 10'-0": 2x6 RAFTERS @ 24" OC10'-0" < L < 18'-0": 2x8 RAFTERS @ 24" OC(2) 16d NAILS @ EA ENDAND STGR BTWN @ 12" OCROOF TRUSS PERPLAN & MFRROOF SHTGPER PLANBN2x SHAPED BLKG TO MATCHTRUSS TOP CHORD DEPTHROOF TRUSS PERPLAN & MFRROOF SHTGPER PLAN2x SHAPED BLKG TO MATCHTRUSS TOP CHORD DEPTH@ UNBLOCKED DIAPH@ BLOCKED DIAPHBNBN BNSHEATHING OVER ROOF RIDGES421 - 311" = 1'-0"TRUSS TO GIRDER TRUSSS421 - 321" = 1'-0"BEVELED/SHAPED 2x BLKG BTWNTRUSSES, CONN TO GIRDERTRUSS W/ (2) 16d @ 6" OCPLY SHTG PERPLAN & SCHEDBNPLY SHTG PERPLAN & SCHEDBNCALIFORNIA FRMGROOF TRUSS W/ TRUSSHGR PER TRUSS MFR16d @ 12" OCTO BLKGDRAG TRUSSPER PLANBEAM TO POST CONNECTIONS421 - 431" = 1'-0"POST PER PLANBEAM PER PLANEND CONDITIONMID-SPANWHEN BM IS NOT CONT OVERPOST PROVIDE SIMP 'ST6224'(ICC-ESR 2105) @ BM SPLICE2 38" END DISTANCETO FIRST NAIL, TYPPOST PER PLANSIMP 'BC'(ICC-ESR 2604)COL CAPSIMP 'BC'(ICC-ESR 2604)COL CAPTRUSS TO GIRDER TRUSS W/ WALL BELOWS421 - 331" = 1'-0"BEVELED/SHAPED 2x BLKGBTWN TRUSSES, CONN TOGIRDER TRUSS W/(2) 16d @ 6" OCPLY SHTG PERPLAN & SCHEDCALIFORNIA FRMGOVER LOW ROOFDBL TOP PLWALL STUDSPER PLANWALL SHTG PERPLAN & SCHED, WOENBNPLY SHTG PERPLAN & SCHEDBN16d @ 12" OCTO BLKGDRAG TRUSSPER PLANSIMP 'A35' @ WALLPER SW SCHEDROOF TRUSSPER TRUSS MFRTRUSS OVER NON-BEARING PARTITIONS421 - 441" = 1'-0"12"GAP TYPBOT CHORD OFTRUSS PER MFRSIMP 'DTC' @ 48" OC(IAPMO ER-124) CENNAILS IN VERT SLOT HTNON-BEARINGPARTITION WALL2x BLKG TO MATCHTRUSS BOT CHORDDEPTHTRUSS PER MRFROOF SHTG PERPLAN & SCHEDPERPENDICULARPARALLEL(2) 16d NAILSTRUSS TO BLKGS1-421\\corp\rrm\on-site\1600\1778-01-ur19-dublin-citywide-multifamily-design-standards\structural\ConDocs\sheet-files\S_\1778-01-UR19 - S-421.dwg, S1_421, May 07, 2021 3:22pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL14243454334353324252314151231344AFTDRAFDSS W/ LOOKOUT @ BEAMSS W/ 1" = 1'-0"1" = 1'-0DDDDDDBM PER PLANDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDBRACE PER 23/-BRACE PER 23/-DDDD"A35" (BEYOND)OND)@ 24" OC, MAXDDDDDDDDDDTTTB.1SIMP "H1" CFFFFFFFFFFFFFFFFFFFFTTTTTFFFFFFFTFTFFFFFFFFFFTTTTTTTFFFFFFFFFFFTTTTTTTTFTTTTTTDBL TOP PLFFFWALL STUDS PER PLANFFFROOF SHTG PERROOF SHTGPLAN & SCHEDPLAN & SCTTTTTTTTTTTTTTTTTTAFFFFFFFFFFFFFFFATAAFFFAA" L/2 "" L/2 "SEE SCHED BELSEE SCHED BELFFFFFFF2x BLKG TO MATCHBLKG TO MATCHOUTLOOK DEPTHTLOOK DEPTHFFFFFFLTP4" (ICC-ESATCH SPCG OCG OW PER SW SCH PER SC MAXFFFBNBNENSIMP "H2.5A HGR(ICC-ESR 2613) @EA OUTLOOKFFF(2) 16d TRUSS TO OUTLOOK(2) 16d TRUSS TO OUTLOOKTTT2x OUTLOOK @ 24" OCK @ 24" OCMAX, SEE SCHED FORCHED FOROUTLOOK DEPTHDEPTHTTTDROPPEDDROPGABLE TRUSS TOGABLACCOMMODATEACCOOUTLOOKOUTLOFFFFTFTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT(4) 16d NAILS(4) 16d NAILSTTFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFBRACE PER ABOVEFFFFTTA FFFFFOR SIMP "A35"OR SIMP "A35"CONN TO TRUSSONN TO TRUSSEE DETAIL A.1 ABOVEE DETAIL A.1 FFFFFFFFFFFFFBNBNBNFTFBGABLE END TRUSS W/ LOOKOUTA(2) 16dAAAFASCIAPER ARCHAAAFSOFFITPER ARCHAT2x BLKG EA BRACE W/BRACE W/SIMP 'A34' EA ENDA ENDTTTAAAAAAAAAATTTTTTTTTTTTTTTTTTTTFFFFFFTRUSS TO GIRDER TRUSSTRUSS TO GIRDER TRUS421 - 32S421 - 321" = 1'-0"RRBEVELED/SHAPED 2x BLKG BTWNBEVELED/SHAPED 2x BTRUSSES, CONN TO GIRDERES, CONN TO GIRTRUSS W/ (2) 16d @ 6" OC(2) 16d @ 6" ORRRAAAAAAAAARARA16d @ 12" OCCTO BLKGAAARRAARARAARARRAARRRARRAARRARRARAAARAAARRRRRARDDEAM PER PLANEAM PER PLADDDDDDDDWHEN BM IS NOT CONT OVERWHEN BM ISPOST PROVIDE SIMP 'ST6224'POST PRO(ICC-ESR 2105) @ BM SPLICE(ICC-EDDDDDDDDDD23D8" END DISTANCETO FIRST NAIL, TYPDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDAAARARRRRRRRRRRRAAAAAAAAAAARRRRRRRRRRAAAAAAAAAAARAAAAPLY SHTG PERPLY SHTG PERPLAN & SCHEDPLAN & SCHEDAAAAARRRAAAAAARRRCALIFORNIA FRMGCALIFORNIA FOVER LOW ROOFOVER LOW ROORRRRAAABNPLY SHTG PERRDRAG TRUSSAAAAAAAAAATDRADRAA323242115
20101A1011SIM1NORTH ARROWLEVEL DESIGNATIONDOOR TAGWINDOW TAGGRID REFERENCESECTION REFERENCEVIEW SHEET LOCATIONREFERENCE SHEET LOCATIONVIEW NUMBERSCALEVIEW TITLELEVEL ELEVATIONBUILDING ELEVATIONDETAIL REFERENCECENTER LINEREVISIONView Name1/8" = 1'-0"A-1.01 A-2.02200Name0' -0"A1011SIMPROVIDED BY OWNER:12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:31 PM7,7/(6+((7&$5*$5$*(&219(56,21352727<3($'8&,7<2)'8%/,1&$85 *60%: 60&'352727<3( ,1,7,$/68%0,77$/SHEET INDEXABBREVIATIONSAGENCIES AND UTILITIESPROJECT DIRECTORYGENERAL NOTESADDRESS:PHONE:FAX:CONTACT:EMAIL:CLIENT:ADDRESS:PHONE:FAX:CONTACT:EMAIL:RRM DESIGN GROUP3765 S. HIGUERA STREET, SUITE 102SAN LUIS OBISPO, CA 93401(805) 543-1794(805) 543-4609SCOTT MARTINSAMARTIN@RRMDESIGN.COMARCHITECT (PROTOTYPE):ADDRESS:PHONE:FAX:CONTACT:EMAIL:RRM DESIGN GROUP3675 S. HIGUERA STREET, SUITE 102SAN LUIS OBISPO, CA 93401(805) 543-1794(805) 543-4609JESSICA MEADOWSJMMEADOWS@RRMDESIGN.COMSTRUCTURAL ENGINEER:VICINITY MAPSYMBOLSPROJECT SCOPEADDRESS:PHONE:FAX:CONTACT:EMAIL:WATER SERVICE:ADDRESS:PHONE:FAX:CONTACT:EMAIL:ELECTRICAL SERVICE:ADDRESS:PHONE:FAX:CONTACT:EMAIL:GAS SERVICE:ADDRESS:PHONE:FAX:CONTACT:EMAIL:CIVIL ENGINEER (IF APPLICABLE):ADDRESS:PHONE:FAX:CONTACT:EMAIL:LANDSCAPE ARCHITECT (IF APPLICABLE):ADDRESS:PHONE:FAX:CONTACT:EMAIL:TELEPHONE SERVICE:ADDRESS:PHONE:FAX:CONTACT:EMAIL:SEWER SERVICE:PLYWD PLYWOODPR PAIRPT PAINTPTD PAINTEDR RISERRAD RADIUSRCP REFLECTED CEILINGPLANRD ROOF DRAINRE REFERREF REFRIGERATORREINF REINFORCEDREQD REQUIREDRESIL RESILIENTRM ROOMRO ROUGH OPENINGRTU ROOF TOP UNIT (MECH)SSOUTHSAFB SOUND ATTENUATIONFIBER BATTSC SCUPPERSCHED SCHEDULESEAL SEALANTSECT SECTIONSF SQUARE FOOTSHT SHEETSIM SIMILARSPEC SPECIFICATIONSQ SQURESS STAINLESS STEELSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURALSUSP SUPSPENDEDSYM SYMMMETRICALT TREADT&G TONGUE & GROOVETEL TELEPHONETER TERRAZZOTHK THICKTHR THRESHOLDTO TOP OFTYP TYPICALUC UNDERCUTUNFIN UNFINISHEDUNO ULNESS NOTEDOTHERWISEUON UNLESS OTHERWISENOTEDUTIL UTILITYVCT VINYL COMPOSITIONTILEVERT VERTICALVIF VERIFY IN FIELDVTR VENT TERMINATIONPIPEVWC VINYL WALL COVERINGW WESTW/ WITHW/O WITHOUTWC WATERCLOSETWIN WINDOWWP WATERPROOFWS WETSTACKWSCT WAINSCOTWT WEIGHTFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHERPANELFG FINISH GROUPFH FIRE HYDRANTFHC FIRE HOSE CABINETFIN FINISHFLR FLOORFLUOR FLOURESCENTFT FOOT OR FEETFUR FURRINGGAL GALLONGALV GALVANIZEDGB GRAB BARGC GENERALCONTRACTORGL GLASSGND GROUNDGWB GYPSUM BOARDGYP GYPSUMH.W.H. HOT WATER HEATERHDWD HARDWOODHDWR HARDWAREHM HOLLOW METALHORIZ HORIZONTALHR HOURHT HEIGHTID INNER DIAMETERINCAN INCANDESCENTINSUL INSULATIONINT INTERIORJAN JANITORJST JOISTJT JOINTLAM LAMINATELAV LAVATORYLB(S) POUNDSLDG LANDINGLT LIGHTMAX MAXIMUMMECH MECHANICALMEMB MEMBRANEMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTEDMTL METALNNORTHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEO.P. OVERFLOW PIPEOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROFF OFFICEOH OPPOSITE HANDOPG OPENINGOPP OPPOSITEPART PARTITIONPERM PERIMETERPG PAINT GRADEPLAM PLASTIC LAMINATEPLAS PLASTERABV ABOVEACOUS ACOUSTICALACT ACOUSTICAL CEILINGTILEAD AREA DRAINADJ ADJUSTABLEAFF ABOVE FINISH FLOORALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATEARCH ARCHITECTB.O. BOTTOM OFBALC BALCONYBD BOARDBET BETWEENBLDG BUILDNGBLKG BLOCKINGBLW BELOWBM BEAMBOT BOTTOMBRKT BRACKETBULKHD BULKHEADBUR BUILT UP ROOFC.G. CORNER GUARDCAB CABINETCALK CAULKINGCEM CEMENTCER CERAMICCJ CONTROL JOINTCLG CEILINGCLOS CLOSETCLR CLEARCO CASED OPENINGCOL COLUMNCONC CONCRETECONT CONTINUOUSCPT CARPETCT CERAMIC TILECTR CENTERDBL DOUBLEDET DETAILDIA DIAMETERDIM DIMENSIONDN DOWNDR DOORDS DOWN SPOUTDW DISHWASHERDWG DRAWINGE EASTEA EACHEIFS EXTERIOR INSULATION& FINISH SYSTEMELEC ELECTRICELEV ELEVATIONEMER EMERGENCYENCL ENCLOSUREEOS EDGE OF SLABEQ EQUALEQUIP EQUIPMENTETR EXISTING TO REMAINEW EACH WAYEXP. JT. EXPANSION JOINTEXST EXISTINGF.O. FACE OFFA FIRE ALARMFAP FIRE ANNUNCIATORPANELADDRESS:PHONE:FAX:CONTACT:EMAIL:BUILDING DEPARTMENT:ADDRESS:PHONE:FAX:CONTACT:EMAIL:PLANNING DEPARTMENT:ADDRESS:PHONE:FAX:CONTACT:EMAIL:GARBAGE SERVICE:PROTOTYPE ACCESSORY DWELLING UNIT CITY OF DUBLIN, CA1. APPLICABLE CODES AND STANDARDS:1.1. 2019 CALIFORNIA BUILDING CODE AND ITS APPENDICES AND STANDARDS.1.2. 2019 CALIFORNIA PLUMBING CODE AND ITS APPENDICES AND STANDARDS.1.3. 2019 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND STANDARDS.1.4. 2019 CALIFORNIA FIRE CODE AND ITS APPENDICES AND STANDARDS.1.5. 2019 CALIFORNIA ELECTRICAL CODE AND ITS APPENDICES AND STANDARDS.1.6. 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS.1.7 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE AND ITS APPENDICESAND STANDARDS.1.8 CURRENT CITY OF DUBLIN, CA MUNICIPAL CODE.2. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE, EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANYDISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGETHE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHTTO THE ARCHITECT’S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THEWORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARERESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, HE/SHE SHALL BEPROCEEDING AT HIS/HER OWN RISK.4. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE ORPROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVERSMALLER SCALE DRAWINGS.5. IN THE EVENT OF THE UNFORESEEN ENCOUNTER OF MATERIALS SUSPECTEDTO BE OF AN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, ALLGRADING AND EXCAVATION SHALL CEASE IN THE IMMEDIATE AREA AND THETHE CONTRACTOR SHALL NOTIFY THE OWNER. THE FIND SHALL BE LEFTUNTOUCHED UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST ORPALEONTOLOGIST IS MADE.6. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESEDOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS.7. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESSREQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALLCOMPLY WITH ALL LOCAL ORDINANCES.8. FIRE SPRINKLER SHOP DRAWINGS & CALCULATIONS SHALL BE SUBMITTED TOBUILDING DEPT. & APPROVED BY FIRE DEPT. PRIOR TO INSTALLATION.9. SHOP WELDS MUST BE PERFORMED BY A LICENSED FABRICATOR'S SHOP.11. THE FOLLOWING ITEMS SHOWN ON THE DRAWINGS ARE OWNER PROVIDED,OWNER INSTALLED. UTILITIES PROVIDED FOR THESE ITEMS WILL BEPROVIDED BY THE CONTRACTOR. CONTRACTOR TO COORDINATEINSTALLATION WITH OWNER.11.1. TV/DVD SYSTEMS11.2 ICE MACHINE11.3 VENDING MACHINE11.4 REFRIGERATOR11.5 MICROWAVE12. OSHA PERMITS REQUIRED FOR VERTICAL CUTS 5' OR OVER.13. CONTRACTOR TO PROVIDE COMPLETE DETAILS OF ENGINEERED TEMPORARYSHORING OR SLOT CUTTING PROCEDURES ON PLANS. CALL FOR INSPECTIONBEFORE EXCAVATION BEGINS.14. THE SOILS ENGINEER IS TO APPROVE THE KEY OR BOTTOM AND LEAVE ACERTIFICATE ON THE SITE FOR THE GRADING INSPECTOR. THE GRADINGINSPECTOR IS TO BE NOTIFIED BEFORE ANY GRADING BEGINS, AND FORBOTTOM INSPECTION, BEFORE FILL IS PLACED. FILL MAY NOT BE PLACEDWITHOUT APPROVAL OF THE GRADING INSPECTOR.15 CONTRACTOR TO REVIEW CALIFORNIA GREEN CODE REQUIREMENTS FORCONTRACTOR REQUIREMENTS.16 A SEPARATE OFFICER, ACCESS EASEMENT/AGREEMENT, AND/ORRECIPROCAL ACCESS EASEMENT/AGREEMENT MAY BE REQUIRED TO INSURETHAT THE PROPOSED PRIVATE ACCESS ROADWAY WILL REMAIN OPEN TOTHROUGH TRAFFIC AND EMERGENCY VEHICLES PRIOR TO FINAL OF BUILDINGPERMIT.17 PROVIDE FIRE ALARM SYSTEM. FIRE ALARM SYSTEM SHALL ACTIVATE UPONFIRE SPRINKLER SYSTEM OPERATIONZONING INFORMATIONSITE INFORMATIONCITY OF DUBLIN TO PROVIDE THE FOLLOWING INFORMATION:ZONING:OVERLAY:ALLOWABLE BUILDING HEIGHT:LOT SIZE:HABITABLE sQUARE FOOTAGEEXISTING HABITABLE SQUARE FOOTAGE:PROPOSED HABITABLE SQUARE FOOTAGE:FAR (FLOOR AREA RATIO)EXISTING FAR:MAX ALLOWABLE FAR:PROPOSED FAR:LOT COVERAGEEXISTING LOT COVERAGE:ALLOWABLE LOT COVERAGE:PROPOSED LOT COVERAGE:LOT SLOPE:SETBACKS:FRONT:REAR:SIDE:PARKING REQEXISTING COVERED SPACES:EXISTING UNCOVERED SPACES:REQUIRED PARKING:COVERED:UNCOVERED:PROPOSED TOTAL SPACES:COVERED: UNCOVERED:OWNER TO PROVIDE THE FOLLOWING INFORMATION:LEGAL DESCRIPTION:APN #:PROTOTYPE PLANS PREPAREDBY:ADDRESS:PHONE:FAX:CONTACT:EMAIL:ARCHITECT (MODIFICATION TO PROTOTYPE):STRUCTURAL DESIGN INFO2. STRUCTURAL-FLOOR LIVE LOADSOCCUPANCY OR USEUNIFORM(PSF)CONC(LBS)REFERENCERESIDENTIALONE- AND TWO-FAMILY DWELLING UNITSUNIHABITABLE ATTICS WITHOUT STORAGE 10 - 2019 CBCTABLE 1607.1UNINHABITABLE ATTICS WITH STORAGE 20 - 2019 CBCTABLE 1607.1HABITABLE ATTICS AND SLEEPING AREAS 30 - 2019 CBCTABLE 1607.1ALL OTHER AREAS 40 - 2019 CBCTABLE 1607.13. STRUCTURAL ROOF LIVE LOADS3 OCCUPANCY OR USE3UNIFORM(PSF)3 CONC(LBS)3 REFERENCEROOFORDINARY FLAT, PITCHED AND CURVEDROOFS (THAT ARE NOT OCCUPIABLE)20 - 2019 CBCTABLE 1607.15. WIND DESIGN DATA5 PARAMETER 5 VALUE 5 REFERENCEULTIMATE DESIGN WIND SPEED (3-SEC GUST) Vult = 92 MPH 2019 BCB FIG.1609.3NOMINAL DESIGN WIND SPEED (3-SEC GUST) Vasd = 70 MPH 2019 CBC 1609.3.1EXPOSURE CATEGORY C 2019 CBC 1609.4.3INTERNAL PRESSURE COEFFICIENT GCpi = +/-0.18 ASCE 7-16 TABLE26.13-14. ROOF SNOW LOADS4 PARAMETER 4 VALUE 4 REFERENCEGROUND SNOW LOAD Pg = 0 PSF ASCE 7-16 7.26. EARTHQUAKE DESIGN DATA (2019 CBC SECTION 1603.1.5)PARAMETER VALUE REFERENCERISK CATEGORY II 2019 CBC TABLE1604.5SEISMIC IMPORTANCE FACTOR I = 1.0 ASCE 7-16 TABLE1.5-2MAPPED SPECTRAL RESPONSEACCELERATIONSSs = 2.125 MAX 2019 CBC 1613.2.1S1 = 0.840 MAX 2019 CBC 1613.2.1SITE CLASS D (DEFAULT) 2019 CBC 1613.2.2SPECTRAL RESPONSE COEFFICIENTS S ds = 1.70 MAX 2019 CBC 1613.2.4S d1 = 0.952 MAX 2019 CBC 1613.2.47. BUILDING PARAMETERSPARAMETER VALUE REFERENCESEISMIC DESIGN CATEGORY SDC = D 2019 CBC1613.2.5BASIC SEISMIC FORCE RESISTING SYSTEM LIGHT FRAMED(WD) WALLSSHEATHED WITHWD STRUCTURALPANELS RATEDFOR SHEARRESISTANCEASCE 7-16 TABLE12.2-1RESPONSE MODIFICATION FACTOR R = 6 1/2 ASCE 7-16 TABLE12.2-1SYSTEM OVERSTRENGTH FACTOR omega = 3 ASCE 7-16 TABLE12.2-1DEFLECTION AMPLIFICATION FACTOR Cd = 4 ASCE 7-16 TABLE12.2-1SEISMIC RESPONSE COEFFICIENTS Cs = 0.262 ASCE 7-1612.8.1.1ANALYSIS PROCEDURE USED EQUIVALENTLATERAL FORCEPROCEDUREASCE 7-16 12.81. DEAD LOAD PARAMETERSMATERIAL MAX ALLOWABLE WEIGHT (PSF)ROOFING 20 PSF FOR CLAY TILE WITH MORTAR, 36 PSF TOTALWEIGHTEXTERIOR WALL FINISH 9 PSF FOR 7/8" STUCCO, 16.5 PSF TOTAL WEIGHTG101.6 TITLE SHEET-1 CAR GARAGE CONVERSIONG-102 GENERAL NOTESG-103 CAL GREEN REQUIREMENTSG-104 CAL GREEN REQUIREMENTSAS101 ARCHITECTURAL SITE PLANA6-101 FLOOR PLAN & RCPA6-111 MECHANICAL AND ELECTRICAL PLANSA6-201 EXTERIOR ELEVATIONS & BUILDING SECTIONSAD-901 ARCHITECTURAL DETAILS-DOORS & WINDOWSAD-902 ARCHITECTURAL DETAILS-ASSEMBLY & EXTERIORAD-903 ARCHITECTURAL DETAILS-ROOFAD-904 ARCHITECTURAL DETAILSAD-905 ARCHITECTURAL DETAILS-OPTIONALS6-101 SHEET INDEX, ABBREVIATIONS & SYMBOLSS6-102 GENERAL NOTESS6-103 GENERAL NOTESS6-104 FOUNDATION & ROOF FRAMING PLANS6-201 SHEET INDEX, ABBREVIATIONS & SYMBOLSS6-301 TYPICAL CONCRETE DETAILSS6-311 CONCRETE DETAILSS6-401 TYPICAL WOOD DETAILSS6-402 TYPICAL WOOD DETAILSS6-403 TYPICAL WOOD DETAILSS6-404 TYPICAL WOOD DETAILSS6-421 ROOF FRAMING DETAILSGrand total: 25-REMODEL OF AN EXISTING ONE CARE GARAGE INTO AN DETACHED ORATTACHED ACCESSORY DWELLING UNIT (ADU).$WWDFKPHQWDRAFTRRARAAAGENCIES AND UTILITIESCIES AND UTILAAFTAFTTPROJECT SCOPEPROJECRADDRESS:RPHONERRRCRRERACIVIL ENGINEER (IF ARADDRESS:RPRRFRCRREABUILDRPLANNING DEPARTMENTNT OF THE UNFORESEEN ENCOUNTER OF MATERIALS SUSPECTEDNT OF THE UNFORESEEN ENCOUNTEN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, ALLN ARCHAEOLOGICAL OR PALEONTOLOGICAND EXCAVATION SHALL CEASE IN THE IMMEDIATE AREA AND THEND EXCAVATION SHALL CEASE IN THE IMMEDIACTOR SHALL NOTIFY THE OWNER. THE FIND SHALL BE LEFTACTOR SHALL NOTIFY THE OWNER. THE FIND SHD UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST ORD UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOOGIST IS MADE.OGIST IS OR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESEOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH S INCLUDING ALL CONTRACT REQUIREMENTS.S INCLUDING ALL CONTRACT REQUIREMENTS.ANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESSANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESSNTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALLNTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS STH ALL LOCAL ORDINANCES.TH ALL LOKLER SHOP DRAWINGS & CALCULATIONS SHALL BE SUBMITTED TOKLER SHOP DRAWINGS & CALCULATIONS SHALL BE SUBMEPT. & APPROVED BY FIRE DEPT. PRIOR TO INSTALLATION.EPT. & APPROVED BY FIRE DEPT. PRIOR TO INSTALLATIONS MUST BE PERFORMED BY A LICENSED FABRICATOR'S SHOP.S MUST BE PERFORMED BY A LICENSED FABRICATOR'S SWING ITEMS SHOWN ON THE DRAWINGS ARE OWNER PROVIDED,WING ITEMS SHOWN ON THE DRAWINGS ARE OWNER PROTALLED. UTILITIES PROVIDED FOR THESE ITEMS WILL BETALLED. UTILITIES PROVIDED FOR THESE ITEMS WILL BEY THE CONTRACTOR. CONTRACTOR TO COORDINATEY THE CONTRACTOR. CONTRACTOR TO COORDINATEON WITH OWNER.ON WITH OTEMSTEMSEEACHINEACHINETORTOREEITS REQUIRED FOR VERTICAL CUTS 5' OR OVER.ITS REQUIRED FOR VERTICAL CUTS 5' TTTTHABITABLALL OTHEALL OTHETTTTTTTTTTROOFORDINARYROOFS (THTTTTTTTTTTGROUND SS6 102GENERAL NOTESGENERAL NOTESS6-103GENERAL NOTESGENERAL NOTESS6-104FOUNDATION & ROOF FRAMING PLANFOUNDATION & ROOF FRAMING PLANS6-201SHEET INDEX, ABBREVIATIONS & SYMBOLSSHEET INDEX, ABBREVIATIONS & SYMBOLSS6-301TYPICAL CONCRETE DETAILSTYS6-311CONCRETE DETAILSCOS6-401TYPICAL WOOD DETAILSTYS6-402TYPICAL WOOD DETAILSTYS6-403TYPICAL WOOD DETAILSTYS6-404TYPICAL WOOD DETAILSTYPICAL WOOD DETAILSS6-421ROOF FRAMING DETAILSROOF FRAMING DETAILSGrand total: 25A-AFTREMODEL OF AN EXISTR1-CAR GARAGE CONVERSION116
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65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:31 PM*(1(5$/127(6352727<3($'8&,7<2)'8%/,1&$85 *60%: 60&'352727<3( ,1,7,$/68%0,77$/FLOOR PLAN NOTES ELECTRICAL NOTESMECHANICAL NOTESTITLE 24 COMPLIANCESOLAR READY NOTESPLUMBING NOTES1.CONFORM WITH CURRENT ADOPTED CRC, CMC, SMACCNA, NFPA ANDLOCALREQUIREMENTS.2.DUCTWORK: SMACCNA "LOW VELOCITY DUCT CONSTRUCTION" NFPASTANDARD #90A. ALL TRANSVERSE DUCT PLENUM AND FITTING JOINTSSHALL BE SEALED WITH PRESSURE SENSITIVE NON-CLOTH TAPE MEETINGTHE REQUIREMENTS OF UL181, 181A, OR 181B, OR MASTIC TO PREVENT AIRLOSS. DUCTS SHALL BE INSULATED AS REQUIRED BY THE UMC. SEE FLOORPLAN FOR F.A.U. AND FIREPLACES. DUCTS PENETRATING A WALL ORFLOOR-CEILING BETWEEN GARAGE & DWELLING TO BE MINIMUM 26 GAUGEMETAL WITHOUT OPENING IN GARAGE. FIRE DAMPER REQUIREDOTHERWISE.3.GRILLES AND REGISTERS, DIFFUSERS, ETC: SUBJECT TO OWNERSAPPROVAL. "CARNES" OR EQUAL FANS: DIRECTLY VENTED TO OUTSIDE,BACK DRAFT DAMPERS ARE REQUIRED (PER TABLE 2-53V, TITLE 24 C.A.C.).4.THE RETURN AIR PLENUM SERVING THE MECHANICAL EQUIPMENT MUST BEFULLY DUCTED FROM THE EQUIPMENT TO THE CONDITIONED SPACE. DROPCEILINGS, WALL CAVITIES AND EQUIPMENT PLATFORMS MAY NOT BE USEDAS PLENUMS.5.PROVIDE COMBUSTION AIR OPENINGS WITHIN 12" OF THE FLOOR ANDCEILING FOR GAS BURNING EQUIPMENT, DIRECT TO OUTSIDE. HEIGHT TOCOMBUSTIBLE MATERIAL ABOVE KITCHEN RANGES: 30" -UNPROTECTED, 24"-PROTECTED.6.LAUNDRY DRYER VENT TO EXTERIOR TO BE 14 FEET MAXIMUM, LESS 2 FEETPER 90 DEGREE TURN PER CMC 504.3.2.2. IF VENT IS OVER 14' AN APPROVEDPOWER ASSISTED DEVICE.7.BATHS: PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR MASTER BATH: 2SONES MAXIMUM OTHER BATHS & LAUNDRY: 3 SONES MAXIMUM.8.BATHROOM EXHAUST FANS (BATHROOM APPLIES TO ROOMS CONTAININGBATHTUB, SHOWER, SPA OR SIMILAR SOURCE OF MOISTURE) WHICHEXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THEFOLLOWING:a.FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TOTERMINATE OUTSIDE THE BUILDING MIN 3' FROM OPENINGS.b.UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSEVENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTATWHICH SHALL BE READILY ACCESSIBLE. CONTROLS SHALL BE CAPABLEOF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGE OF 50 TO 80PERCENT. (2016 CBC SEC. 4.506.1)9.EXHAUST FANS SHALL PROVIDE 5 AIR CHANGES PER HOUR (50 CFM MIN.).10.PER CGBC 4.506.1-BATHROOM EXHAUST FANS. EACH BATHROOM SHALL BEMECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING: 1.FANS SHALL BE ENERY STAR COMPLIANT AND BE DUCTED TO TERMINATEOUTSIDE THE BUILDING. 2. UNLESS FUNCTIONING AS A COMPONENT OF AWHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY AHUMIDITY CONTROL. A. HUMIDITY CONTROLS SHALL BE CAPABLE OFADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF </= 50 PERCENTTO A MAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUALOR AUTOMATIC MEANS OF ADJUSTMENT. B. A HUMIDITY CONTROL MAY BE ASEPARATE COMPONENT TO EXHAUST FAN AND IS NOT REQUIRED TO BEINTEGRAL(I.E. BUILT IN)11. PER CEnC 150(m) PORTIONS OF SUPPLY-AIR AND RETURN-AIR DUCTS ANDPLENUMS SHALL BE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-4.3(OR ANY LEVEL HIGHER LEVEL REQUIRED BY CMC SECTION 605) OR BE ENCLOSED ENTIRELY IN CONDITIONED SPACE.1. CONFORM WITH CURRENT CPC AND LOCAL REQUIREMENTS.2. PIPING:a. DOMESTIC WATER (WITHIN BUILDING): COPPER OR PEX PIPE OR APPROVED EQUAL.b. GAS, EXPOSED TO WEATHER: GALVANIZEDc. AIR CHAMBERS: 12" LONG CAPPED NIPPLE AT END OF EACH BRANCH TO EACH FIXTURE.d. DIELECTRIC UNIONS "F.P.C.O." REQUIREMENT AT ALL DISSIMILAR MATERIAL CONNECTIONS.e. WHEN "OPTIONAL" SOFT-WATER LOOP INTALLED, PROVIDE WITH 2 GATE VALVES.3. WATER SERVICE PIPE SHALL BE PER CIVIL PLANS OR AS REQUIRED BY THEJURISDICTION4. WATER METER: 1" U.O.N. (REFER SIZE W/FIRE SPRINKLER PLANS)5. SHOWER HEADS AND FAUCETS: CEC CERTIFIED.6. PIPE INSULATION: REFER TO TITLE 24-MANDATORY MEASURES -"SPACECONDITIONING, WATER HEATING & PLUMBING SYSTEM MEASURES"7. STRAPS AND HANGERS: PROVIDE AS NECESSARY TO INSURE A STABLE8. INSTALLATION.SEE TITLE-24 FOR WATER HEATER REQUIREMENTS.9. ALL HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE APPROVEDBACK FLOW PREVENTION DEVICES.10. PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS(FAUCETS AND SHOWERHEADS) SHALL MEET THE STANDARDS REFERENCED IN CALGREEN TABLE 4.303.3.11. WATER HEATER SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURERELIEF VALVE. PER [505.4,505.5 CPC] THE RELIEF VALVE SHALL BE PROVIDEDWITH A DRAIN LINE WHICH EXTENDS FROM THE VALVES TO THE OUTSIDE OFTHE BUILDING. PER [608.5 CPC]12. PER CPC 603.4.7 OUTLETS WITH HOSE ATTATCHMENTS. POTABLE WATEROUTLETS WITH HOSE ATTACHMENTS, OTHER THAN WATER HEATER DRAINS,BOILER DRAINS, AND CLOTHES WASHER CONNECTIONS, SHALL BEPROTECTED BY A NONREMOVABLE HOSE BIBB TYPE BACKFLOW PREVENTER, A NONREMOVABLE HOSE BIBB TYPE VACUMM BREAKER, OR BY AN ATMOSPHERE VACUUM BREAKER INSTALLED NOT LESS THAN 6 INCHESABOVE THE HIGHEST POINT OF USAGE LOCATED ON THE DISCHARGE SIDEOF THE LAST VALVE. IN CLIMATES WHERE FREEZING TEMPERATURESOCCUR, A LISTED SELF DRAINING FROST-PROOF HOSE BIBB WITH AN INTEGRAL BACKFLOW PREVENTER OR VACUUM BREAKER SHALL BE USED.1.CONFORM WITH CURRENT CEC, NFPA, MFR'S, AND LOCAL REQUIREMENTS.2.ELECTRICAL SYSTEM GROUND TO BE PROVIDED PER NEC ARTICLE 250-81.3.ALL MATERIALS TO BE U.L. LABELED.4.METER: "SQUARE D", 120 VOLT/ 240 VOLT, 1 AND 3 WIRE GROUND OREQUAL.5.MAIN PANEL: FLUSH MOUNT, 30" CLEARANCE. 200 AMP SIZED TO PROVIDEFOUR FULL SIZE SPARE CIRCUIT SPACES FOR FUTURE EXPANSION.6.CONDUCTORS: TW, THW, COPPER, MINIMUM 14 AT LIGHTING, 12 AT OTHERCIRCUITS.7.LAMPS: FOR GENERAL LIGHTING IN KITCHENS AND BATH SHALL HAVE ANEFFICIENCY OF NOT LESS THAN 40 LUMENS/ WATT. ALL SOCKETS FILLEDWITH HIGH EFFICACY AND MUST MEET REQUIREMENTS IN TABLE 150.0-A.PER CEnC 150.0 (k)1A : SOFT-WHITE, RS, SOUND RATING "A", 40 WATT(U.O.N.).8.ALL ELECTRICAL OUTLETS INSTALLED IN BATHROOMS, GARAGES,BASEMENTS, CRAWL SPACES, OUTDOORS, KITCHEN COUNTERS, AND ATWET BAR SINKS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTERPROTECTION IN COMPLIANCE WITH NEC Art. 210-8, CONSISTING OF 125 VOLT,SINGLE-PHASE, 15-AND 20-AMPERE RECEPTACLES.9.ALL BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUMOF ONE 20-AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NOOTHER OUTLETS. THIS DEDICATED CIRCUIT MAY SERVE MORE THAN ONEBATHROOM. NEC ART. 210-52(d). RECEPTACLES SHALL BE ADJACENT TOAND WITHIN 36" OF THE OUTSIDE EDGE OF EACH BASIN.10.PROVIDE ELECTRIC OUTLET AND PUSH-BUTTON WIRE FOR GARAGEOPENER.(INCLUDE OPENER).11.THERMOSTAT SHALL BE A PROGRAMMABLE TYPE, HONEYWELL TH8320 OREQUAL.12.RECESSED LUMINAIRES INSTALLED IN AREAS TO RECEIVE INSULATIONSHALL BE "IC" LUMINAIRES AND ARE CERTIFIED AND LABELED AS AIRTIGHTTO THE STANDARDS PRESCRIBED BY THE RESIDENTIAL ENERGY CODE.13.RECESSED LIGHT FIXTURES INSTALLED IN A FIRE RATED ASSEMBLY SHALLBE INSTALLED PER THE APPROVED LISTING OR PROCTECTED BY ANAPPROVED METHOD.14.BATHROOM RECEPTACLES MUST BE ON A 20 AMP. CIRCUIT (OR CIRCUITS)WITH NO OTHER OUTLETS.15.CEILING-SUSPENDED (PADDLE) FANS SHALL BE SUPPORTEDINDEPENDENTLY OF AN OUTLET BOX OR BY LISTED OUTLET BOX OR OUTLETBOX SYSTEMS IDENTIFIED FOR THE USE AND INSTALLED IN ACCORDANCEWITH CEC 314-27(D). CEC 422-18.16.ALL LUMINARIES AND LAMPHOLDERS SHALL BE LISTED CEC 410-6.17.ALL 120-VOLT, SINGLE PHASE 15-AND 20-AMPERE BRANCH CIRCUITSSUPPLYING OUTLETS INSTALLED IN DWELLING UNIT KITCHENS, FAMILYROOMS, LIVING ROOMS, DINING ROOMS, PARLORS, LIBRARIES, DENS,BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS ORSIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULTCIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDEPROTECTION OF THE BRANCH CIRCUIT. CEC 210-12(B).18.ALL NON-LOCKING TYPE 125-VOLT, 15 AND 20 AMPERE RECEPTACLES IN A DWELLING UNIT SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. EXCEPTIONS: (1) RECEPTACLES MORE THAN 5’6”ABOVE THE FLOOR, (2) RECEPTACLES PART OF A LUMINAIRE OR APPLIANCE, (3) A SINGLE RECEPTACLE OR A DUPLEX RECEPTACLE FOR TWO APPLIANCES THAT ARE NOT EASILY MOVED AND LOCATED WITHIN DEDICATED SPACE AND ARE CHORD-AND-PLUG CONNECTED AS PER CEC 400.7, AND (4) NON-GROUNDING RECEPTACLES USED FOR REPLACEMNETS AS PERMITTED IN CEC 406.4(D)(2)(A).19.HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID LIGHTING CONTAIN ONLY ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C OF THE RESIDENTIAL ENERGY CODE AND NOT CONTAIN A MEDIUM SCREW BASE SOCKET.20.BALLAST FOR LAMPS 13 WATTS OR GREATER SHALL BE ELECTRONIC AND HAVE AN OUTPUT FREQUENCY NO LESS THAT 20 kHz.21.SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND PROVIDED WITH A BATTERY BACK-UP. ALL SMOKE DETECTORS SHALL BE INTERCONNECTEED. ALL SMOKE DETECTORS SHALL MAINTAIN A MINIMUM 3 FOOT CLEARANCE TO HVAC SUPPLY OR RETURN AIR REGISTERS.22.CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND PROVIDED WITH A BATTERY BACK-UP. ALL CARBON MONOXIDE ALARAMS SHALL BE INTERCONNECTEED.23.LIGHTS IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS MUST BE HIGH EFFICACY OR CONTROLLED BY A MANUAL-ON OCCUPANT SENSOR. SUCH SENSORS SHALL BE CAPABLE OF AUTOMATICALLY TURNING OFF THE LIGHTS NO MORE THAN 30 MINUTES AFTER THE AREA HAS BEEN VACATED.24.LIGHTS IN OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS MUST BE CONTROLLED BY A DIMMER OR CONTROLLED BY A MANUAL-ON OCCUPANT SENSOR. SUCH SENSORS SHALL BE CAPABLE OF AUTOMATICALLY TURNING OFF THE LIGHTS NO MORE THAN 30 MINUTES AFTER THE AREA HAS BEEN VACATED.25.ALL OUTDOOR LIGHTING ATTACHED TO BUILDINGS MUST BE HIGH EFFICACY OR CONTROLLED BY A MOTION SENSOR WITH PHOTO-CONTROL.PHOTO-CONTROL IS AN ELECTRIC DEVICE THAT DETECTS CHANGE IN ILLUMINATION AND THEN CONTROLS ITS ELECTRIC LOAD AT PREDETERMINED ILLUMINATION LEVELS.26.EXHAUST FANS WILL BE CONTROLLED BY A HUMIDISTAT PER THE GREEN BUILDING STANDARDS CODE SECTION 4.506.27.BRANCH SUPPLYING GARAGE RECEPTACLE(S) SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE.28.FOR EACH DWELLING UNIT, INSTALL A MINIMUM 1" INSIDE DIAMETER LISTED RACEWAY TO ACCOMMODATE A DEDICATED 208/240V BRANCH CIRCUIT. RACEWAY SHALL ORIGINATE AT MAIN OR SUB PANEL AND TERMINATE IN A LISTED BOX IN CLOSE PROXIMITY TO THE PROPOSED EV CHARGER LOCATION. RACEWAYS MUST BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED SPACES. SERVICE PANEL SHALL PROVIDE CAPACITY TO INSTALL 40 AMP MINIMUM DEDICATED BRANCH CIRCUIT AND SPACES RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT DEVICE, IDENTIFY THE RESERVED SPACE AND RACEWAY TERMINATION FOR FUTURE EV AS "EV CAPABLE."29.OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A SINGLE FAMILYDWELLING OR OTHER BUILDINGS IN THE SAME LOT SHALL BE HIGHEFFICACY AND MUST BE CONTROLLED BY AN ON/OFF SWITCH THAT DOESTO OVERRIDE TO ON THE ITEMS LISTED BELOW. ALSO, THE LIGHING MUSTBY ONE OF THE FOLLOWING METHODS:•i) CONTROLLED BY PHOTOCELL AND MOTION SENSOR. CONTROLS THATOVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THE OVERRIDEAUTOMATICALLY REACTIVATES THE MOTION SENSOR WITHIN 6 HOURS,OR•ii) CONTROLLED BY ANY OF THE FOLLOWING:1.PHOTOCELL AND AUTOMATIC TIME SWITCH CONTROL. CONTROLSTHAT OVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THEOVERRIDE AUTOMATICALLY RETURN THE PHOTOCONTROL ANDAUTOMATIC TIME SWITCH CONTROL TO ITS NORMAL OPERATIONWITHIN 6 HOURS, OR2.ASTRONOMICAL TIME CLOCK. CONTROLS THAT OVERRIDE TO ONSHALL NOT BE ALLOWED UNLESS THE OVERRIDE AUTOMATICALLYRETURN THE ASTRONOMICAL CLOCK TO ITS NORMAL OPERATIONWITHIN 6 HOURS AND WHICH IS PROGRAMMED TO AUTOMATICALLYTURN THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS, OR3.ENERGY MANAGEMENT CONTROL SYSTEMS WHICH MEETS ALL OFTHE FOLLOWING REQUIREMENTS. AT A MINIMUM PROVIDES THEFUNCTIONALITY OF AN ASTRONOMICAL CLOCK IN ACCORDANCEWITH SECTION 110.9 OF THE STANDARDS; MEETS THE INSTALLATIONCERTIFICATION REQUIREMENTS IN SECTION 130.4 OF THESTANDARDS; MEETS THE REQUIREMENTS FOR AN EMCS IN SECTION130.5 OF THE STANDARDS; DOES NOT HAVE AN OVERRIDE ORBYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON;AND, IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOORLIGHTING OFF DURING THE DAYLIGHT HOURS.30.AT LEAST ONE LUMINAIRE EACH BATHROOM, GARAGE, LAUNDRY ROOM,AND UTILITY ROOM SHALL BE CONTROLLED BY A MANUAL ON/AUTOMATIC-OFF VACANCY SENSOR.31.EXCEPT FOR CLOSETS LESS THAN 70 SQUARE FEET AND HALLWAYS, ALLLUMINAIRES THAT ARE INSTALLED WITH JA8-CERTIFIED LIGHT SOURCESARE REQUIRED TO BE CONTROLLED BY EITHER A DIMMER, VACANCYSENSOR OR FAN SPEED CONTROL.32.THE NUMBER OF ELECTRICAL BOXES LOCATED MORE THAN 5 FEET ABOVEFINISHED FLOOR THAT DOES NOT CONTAIN A LUMINAIRE OR OTHER DEVICESHALL NOT EXCEED THE NUMBER OF BEDROOMS. THESE BOXES MUST BESERVED BY A DIMMER, VACANCY SENSOR, OR FAN SPEED CONTROL.1.STAIRS AND HANDRAILSa.HANDRAIL: SHALL NOT BE LESS THAN 34" AND NOT MORE THAN 38" ABOVETHE SLOPED PLANE ADJOINING STAIR TREAD NOSING. (2019 CRCR311.7.8.1)b.THE HAND GRIP PORTION OF THE HANDRAIL SHALL BE A MINIMUMDIAMETER OF 1-1/4" AND A MAXIMUM DIAMETER OF 2" IN CROSS SECTION(2019 CRC R311.7.8.5) AND SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" CLEAR FROM THE WALL. (2019 CRC R311.7.8.3)c.ALL HANDRAILS SHALL RETURN OR TERMINATE IN A NEWEL OR SAFETYPOST.(2019 CRC R311.7.8.4)d.HEADROOM: PROVIDE A MINIMUM OF 6'-8" CLEAR ABOVE ALL PORTIONS OFTHE STAIRS AND LANDINGS. THIS DIMENSION SHALL BE MEASURED FROMA PLANE TANGENT TO THE STAIRWAY TREAD NOSING. (2019 CRC R311.7.2)e.GUARDS ON THE OPEN SIDES OF STAIRS ALSO SERVING AS A HANDRAILSHALL BE NOT LESS THAN 34" OR MORE THAN 38". (2019 CRC R312.1.2 EXC#2)f.USABLE SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSEDSIDE WITH 1/2" GYPSUM BOARD. (2019 CRC R302.7)g.GUARDS ON THE SIDE OF STAIRS SHALL BE SPACED SUCH THAT A SPHERE4 3/8" DIA CANNOT PASS THROUGH. (2019 CRC R312.1.3 EXC #2)h.MINIMUM TREAD DEPTH SHALL BE 10". 3/8" MAXIMUM VARIATION CRC (2019CRC R311.7.5.2) THE MINIMUM WINDER DEPTH AT THE WALK LINE(MEASURED AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE AT APOINT 12" FROM WHERE THE TREAD ARE NORROWEST) SHALL BE 10",MINIMUM WINDER TREAD DEPTH SHALL BE 6". (2019 CRC R311.7.5.2.1)i.MAXIMUM RISE SHALL BE 7.75". 3/8" MAXIMUM VARIATION (2019 CRCR311.7.5.1)j.STAIRS SHALL BE NOT LESS THAN 36" CLEAR WIDTH AT ALL POINTS ABOVETHE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIREDHEADROOM HEIGHT. MINIMUM CLEAR WIDTH OF THE STAIRWAY AT ANDBELOW THE HANDRAIL HEIGHT IS 31 1-1/2" WHERE A HANDRAIL ISINSTALLED ON ONE SIDE, AND 27" WHERE HANDRAILS ARE INSTALLED ONBOTH SIDES.(2019 CRC R311.7.1)k.RADUIS OF NOSING SHALL NOT BE LESS THAN 3/4" BUT NOT GREATERTHAN 1 1/4". (2019 CRC R311.7.5.3)l.SPACE BETWEEN HANDGRIP AND WALL SHALL BE NOT LESS THAN 1 1/2".(2019 CRC R311.7.8.3)m.HANDRAILS ARE REQUIRED ON AT LEAST ONE SIDE OF EACH CONTINUOUSRUN OF TREADS WITH FOUR OR MORE RISERS. (2019 CRC R311.7.8)2.WATER HEATER: (REFER TO BUILDING ANALYSIS REPORT)a.HOT WATER INLET AND OUTLET PIPES INSULATED: EXTERNALLY WRAPPEDWITH R-4 OR GREATER (FIRST 5 FEET IN UNCONDITIONED SPACES).b.PROVIDE A TEMPERATURE AND PRESSURE RELIEF VALVE WITH A FULLSIZE DRAIN OF GALVANIZED STEEL OR HARD DRAWN COPPER TO THEOUTSIDE OF THE BUILDING WITH THE END OF THE PIPE PROTRUDING 6"MINIMUM @ 2' MAX. ABOVE GRADE POINTING DOWNWARD TO THETERMINATION -UNTHREADED.c.COMBUSTION AIR PER MANUFACTURE REQUIREMENTS.d.CLEARANCES PER MANUFACTURE REQUIREMENTS.e.THE BURNERS AND BURNER IGNITION DEVICES SHALL BE LOCATED 18"ABOVE THE GARAGE FLOOR UNLESS LISTED AS FLAMABLE VAPORIGNITION RESISTANT (NFPA54:9.1.10.2) (CPC 508.14)f.WHEN INSTALLED IN A GARAGE THE WATER HEATER SHALL BE GUARDEDAGAINST DAMAGE. (CPC 508.14.)3.PROVIDE (2) LAYERS OF GRADE D PAPER OR EQUAL WHEN PLASTER ISINSTALLED OVER WOOD BASED SHEATHING. (2019 CRC R703.7.3)4.CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL TERMINATE OUTSIDE THEBUILDING AND HAVE A BACK-DRAFT DAMPER. EXHAUST DUCT IS LIMITED TO14'-0" W/ TWO ELBOWS. THIS SHALL BE REDUCED 2'-0" FOR EVERY ELBOW INEXCESS OF TWO. MIN. DIA. 4", SMOOTH, METAL DUCT.(CMC 504.3)5.ALL MANUFACTURED EQUIPMENT SHALL BE INSTALLED AS PERMANUFACTURER'S SPECIFICATION AND DIMENSIONS VERIFIED WITHINSTALLATION REQUIREMENTS.6.SHOWERS AND TUB-SHOWER COMBINATIONS: CONTROL VALVES MUST BEPRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. (CPC 418.0.)7.PROVIDE TEMPERED GLAZING IN DOORS AND ENCLOSURES FOR SHOWERS,BATHTUBS, SAUNAS, STEAM ROOMS, HOT TUBS & SIMILAR USES WHERE THEBOTTOM EXPOSED EDGE IS LESS THAN 60-INCHES ABOVE A STANDINGSURFACE. (2019 CRC R308.4.5)8.HEATING AND AIR-CONDITIONING SYSTEM DESIGN SHALL CONFORM TOCALGREEN SEC. 4.507, ENVIRONMENTAL COMFORT.9.FORCED AIR UNITS: REFER TO BUILDING ENERGY ANALYSIS REPORT.COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICALEQUIIPMENT DURING CONSTRUCTION SHALL BE REQUIRED PER CALGREENSEC. 4.504.1. ALL DUCTS AND OTHER RELATED AIR DISTRIBUTION COMPONENTOPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHERMETHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THEAMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM.a.PROVIDE WORKING EQUIPMENT PLATFORM PER CMC 904.11.1.b.NIGHT SETBACK THERMOSTAT REQUIRED (MINIMUM 2 PERIODS PER 24HOURS).c.CLEARANCES PER MANUFACTURER'S RECOMMENDATIONS.d.THE BURNERS AND BURNER IGNITION DEVICES SHALL BE LOCATED 18"ABOVE THE GARAGE FLOOR UNLESS LISTED AS FLAMABLE VAPORIGNITION RESISTANT (NFPA54:9.1.10.2) CPC 508.14 .e.PROVIDE MIN. 30" DEEP AND 30" HIGH, UNOBSTRUCTED WORKING SPACEIN FRONT OF FAU.f.FAU OR ALCOVE SHALL BE 12" WIDER ON ALL SIDES AND REAR THAN THEFURNACE BEING INSTALLED, CMC TABLE 3-1. REQUIRED CLEARANCES MAYBE REDUCED PER CMC TABLE 3-2.g.USE MIN. 0.019-INCH THICK SHEET METAL DUCTS IN GARAGE AND DUCTSPENETRATING WALLS AND CEILINGS OF GARAGE, CBC EXCEPTIONS SEC406.1.4 ITEM 2.h.PASSAGEWAY TO THE ATTIC FURNACE SHALL BE UNOBSTRUCTED ANDHAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24" WIDE, NOT MORETHAN 20' IN LENGTH. CMC, SEC. 904.11.2 & 904.11.3.i.SOURCE OF COMBUSTION AIR TO FURNACE SHALL COME FROM OUTSIDEAIR.j.WHEN INSTALLED IN A GARAGE THE APPLIANCE SHALL BE GUARDEDAGAINST DAMAGE.10.PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT GARAGE SIDE OF WALLS ANDCEILINGS COMMON TO DWELLING AND COVER ALL BEAMS & POSTS, AS WELLAS SOFFITS & FURRED SPACES. ALSO AT UNDERSIDE OF ACCESSIBLE UNDERSTAIR AREAS. ONE HOUR CONSTRUCTION FOR ALL WALLS & SOFFITS.11.WATER CLOSETS.a.CLEARANCES: 24" MIN. FRONT, 30" MIN COMPARTMENT WIDTH.b.PROVIDE A MIN 3 SF WINDOW, 1/2 OF WHICH SHALL BE OPENABLE OR ANEXHAUST FAN 50 CFM FOR INTERMITTENT OR 20 CFM FOR CONTINUOUS.,DIRECT VENT TO OUTSIDE WITH BACKDRAFT DAMPER. (2019 CRC R303.3)c.NEW WATER CLOSETS AND ASSOCIATED FLUSHOMETER VALVES, IF ANYSHALL USE NO MORE THAN 1.28 GALLONS PER FLUSH AND SHALL MEETPERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN SOCIETY OFMECHANICAL ENGINEERS STANDARD A112.19.2. H & S CODE, SECTION17921.3(B).12.BATH ACCESSORIES: PROVIDE MINIMUM 1 TOILET PAPER HOLDER AND 1TOWEL BAR PER BATHROOM. PROVIDE NECESSARY BLOCKNG FOR TOILETPAPER HOLDER AND TOWEL BARS.13.WHOLE-BUILDING MECHANICAL VENTILATION SYSTEM PER ASHRAE STANDARD62.2. PROVIDE THE COUNTY INSPECTOR THE FOLLOWING INFORMATION AT ORBEFORE THE TIME OF INSPECTION:a.CALCULATIONS FOR REQUIRED VENTING RATES.b.CALCULATION ADJUSTMENTS FOR INTERMITTENT SYSTEMS IF APPLICABLE.c.DUCT DIAMETER AND MAXIMUM DUCT LENGTH PER ASHRAE 62.2 TABLE 7.1.d.TYPE OF SYSTEM USED AND PROVIDE COMPLETED CF-6R-MECH-05 FORM.e.FANS SHALL BE A MAXIMUM OF 1 SONE.f.FANS SHALL BE PROVIDED A COVER OF R-4.2 WHEN OFF.14.ATTIC ACCESS:a.PROVIDE 30" MIN. HEADROOM IN THE ATTIC SPACE (2019 CRC R807.1)b.IN ATTIC, PROVIDE LIGHT AND SWITCH, AND ALL NECESSARY ELECTRICAL.PROVIDE UNOBSTRUCTED PASSAGEWAY 24" WIDE OF SOLID CONTINUOUSFLOORING FROM ACCESS TO EQUIPMENT AND IT'S CONTROLS. ALSOPROVIDE UNOBSTRUCTED WORK SPACE IN FRONT OF EQUIPMENT 30"DEPTH MINIMUM. PROVIDE COMBUSTION AIR AND CONDENSATE LINE TOOUTSIDE OR AN APPROVED DRAIN FOR OPTIONAL AIR CONDITIONING.c.BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALLHAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT EXCEED 30SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30-INCHES OR GREATER.THE VERTICAL HEIGHT SHALL BE MEASURED FROM TOP OF THE CEILINGFRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMINGMEMBERS.d.THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22" X 30" ANDSHALL BE LOCATED NOT OVER 20 FEET FROM THE EQUIPMENT. (2019 CRCR807.1)e.PROVIDE A 120V RECEPTACLE AND A LIGHT NEAR THE EQUIPMENT WITHLIGHT SWITCH LOCATED AT THE ATTIC ACCESS.1.ALL INTERIOR RESIDENTIAL LIGHTING IS TO BE HIGH EFFICACY.2.THE FOLLOWING LIGHTING IS HIGH EFFICACY: PIN BASED LINEARFLUORESCENT, PIN BASED COMPACT FLUORESCENT, PULSE-START METALHALIDE, HIGH PRESSURE SODIUM, GU-24 (OTHER THAN LED'S),INSEPARABLE SOLID STATE LUMINAIRES (SSL'S) INSTALLED OUTDOORS ORINSEPARABLE SSL LUMINAIRES WITH COLORED LIGHT SOURCES FORDECORATIVE LIGHTING PURPOSES.3.THE FOLLOWING LAMPS AND LIGHT SOURCES ARE HIGH EFFICACY IF THEYARE JOINT APPENDIX JA8-CERTIFIED. JA-8 CERTIFIED LAMPS AND LIGHTSOURCES ARE MARKED AS "JA8-2016" OR "JA8-2016-E". THESE FIXTURESINCLUDE: LED LUMINAIRES WITH INTEGRAL SOURCES THAT ARE CERRTIFIEDTO THE ENERGY COMMISION, SCREW-BASED LED LAMPS (A-LAMPS, PARLAMPS, ETC.), PIN BASED LED LAMPS (MR-16,AR-111, ETC.), GU-24 BASED LEDLIGHT SOURCES AND OTHER LUMINAIRES.LISTING OF CA CERTIFIED FIXTURES IS LOCATED ON THE CALIFORNIAENERGY COMMISSION WEBSITE AT:HTTP://APPLIANCES.ENERGY.CA.GOV/ADVANCEDSEARCH/ASPX4.RECESSED LUMINAIRES INSTALLED IN AREAS TO RECEIVE INSULATIONSHALL BE "IC" LUMINAIRES AND ARE CERTIFIED AND LABELED AS AIRTIGHTTO THE STANDARDS PRESCRIBED BY THE RESIDENTIAL ENERGY CODE.5.ADDITIONAL REQUIREMENTS FOR ANY RECESSED DOWNLIGHTS IN CEILINGSARE AS FOLLOWS. THEYa.SHALL NOT HAVE SCREW BASED SOCKETS,b.SHALL CONTAIN JA8-CERTIFIED LIGHT SOURCES ANDc.SHALL MEET PERFORMANCE REQUIREMENTS OF CEC SECTION150.0(K)1C.6.THE NUMBER OF ELECTRICAL BOXES LOCATED MORE THAN 5 FEET ABOVEFINISHED FLOOR THAT DO NOT CONTAIN ALUMINAIRE OR OTHER DEVICESHALL NOT EXCEED THE NUMBER OF BEDROOMS. THESE BOXES MUST BESERVED BY A DIMMER, VACANCY SENSOR OR FAN SPEED CONTROL. CECS150(K)1(B)7.UNDERCABINET LIGHTING MUST BE SWITCHED SEPARATE FROM ALL OTHERLIGHTING.8.ALL LIGHTING MUST HAVE READILY ACCESSIBLE MANUAL CONTROLS9.EXHAUST FANS MUST BE SWITCHED SEPARATE FROM LIGHTING OR UTILIZEA DEVICE WHERE LIGTING CAN BE TURNED OFF WHILE THE FAN IS RUNNING.10.FOR ALL SPACE TYPES EXCEPT HALLWAYS AND CLOSETS THAT ARE 70 SFOR SMALLER, VANCANY SENSORS OR DIMMERS ARE REQUIRED WHENUSING A SOURCE REGULATED BY JA8.11.IN KITCHENS, IF THE LUMINAIRE IS AN ENCLOSED OR RECESSED LUMINAIRE,YOU MUST USE A DIMMER OR VACANY SENSOR.12.AT LEAST ONE LUMINAIRE IN THE BATHROOM, GARAGE, LAUNDRY ROOMAND UTILITY ROOM MUST BE CONTROLLED BY A VACANY SENSOR.13.ALL OUTDOOR LIGHTING MUST BE HIGH EFFICACY.14.THE BUILDER MUST PROVIDE NEW HOMEWONERS WITH A LUMINAIRESCHEDULE THAT INCLUDES A LIST OF INSTALLED LAMPS AND LUMINARIES.SOLAR READY REQUIREMENTS PER CeNC 110.10(b) THROUGH 110.10(d)SOLAR ZONE:1.MINIMUM AREA. THE SOLAR ZONE SHALL HAVE A MINIMUM TOTAL AREA ASDESCRIBED BELOW. THE SOLAR ZONE SHALL COMPLY WITH ACCESS,PATHWAY, SMOKE VENTILATION, AND SPACING REQUIREMENTS ASSPECIFIED IN TITLE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANYREQUIREMENTS ADOPTED BY A LOCAL JURISDICTION.2.THE SOLAR ZONE TOTAL AREA SHALL BE COMPRISED OF AREAS THAT HAVENO DIMENSION LESS THAN FIVE FEET AND ARE NO LESS THAN 80 SQUAREFEET EACH FOR BUILDINGS WITH ROOF AREAS LESS THAN OR EQUAL TO10,000 SQUARE FEET OR NO LESS THAN 160 SQUARE FEET EACH FORBUILDINGS WITH ROOF AREAS GREATER THAN 10,000 SQUARE FEET.1. ALL JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WETHER-STRIPPED OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION CEnC 110.72. ATTTIC ACCESS DOORS SHALL HAVE PERMENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE CEnC 150.0(a)23. PERMENTLY INSTALLED NIGHT LIGHTS AND NIGHT LIGHTS INTEGRAL TO INSTALLED LUMINAIRES OR EXHAUST FANS SHALL BE RATED TO CONSUME NO MORE THAN FIVE WATTS OF POWER PER LUMINAIRE OR EXHUAST FAN AS DETERMINED IN ACCORDANCE WITH SECTION 130.0(c). NIGHT LIGHTS SHALL NOT BE REQUIRED TO BE CONTROLLED BY VACANCY SENSORS CEnC 150(k)1E.4. ALL INSTALLED LUMINAIRES SHALL BE HIGH EFFICACY IN ACCORDANCE WITH CEnC TABLE 150.0-A. CEnC 150(k)1A.5. THE NUMBER OF ELECTRICAL BOXES THAT ARE MORE THAN 5 FEET ABOVE THE FINISHED FLOOR AND DO NOT CONTAIN A LUMINAIRE OR OTHER DEVICE SHALL BE NO GREATER THAN THE NUMBER OF BEDROOMS. THESE ELECTRICAL BOXES MUST BE SERVED BY A DIMMER, VACANCY SENSOR CONTROL, OR FAN SPEED CONTROL. CEnC 150(k)1BENERGY CODE - UPDATEDRAFTRRAAPLUMBING NOTESPLUMBIR1.RANFORM WITH CURRENT CPC AND LOCAL REQUIREMENTS.R2.RRRAWATER (WITHIN BUILDING): COPPER OR PEX PIPE OR RD EQUAL.RRAOSED TO WRRAAIR CHAMBERS: 12" LONG CAPPED NIPPLE AT END OF EACH BRANCH TO RCH FIXTURE.Rd. RADIELECTRIC UNIONS "F.P.C.O." REQUIREMENT AT ALL DRMATERIAL CONRe. RWHEN "OPTRRAALLED, PROVIDE WITH 2 GATE RVALVES.R3.RA SERVICE PIPE SHALL BE PER CIVIL PLANS OR AS REQUIRED BY THERTIONR4.RAER METER: 1" U.O.N. (REFER SIZE W/FIRE SPRINKLER PLANS)R5.RADS AND FAUCETS: CEC CERTIFIED.R6.RANSULATION: REFER TAANDATORYAARAONING, WATER HEATING & PLUMBING SYSR7.RAS AND HANGERS: PROVIDE AS NECESSARYR8.RRRRAATER HEATER REQUIREMER9.RAHOSE BIBS AND LAWN SPRINKLER SYSTEMREVENTION DEVICES.D2)(A).DCY LUMINAIRES OTHER THAN OUTDOODIGH EFFICACY LAMPS AS OUTLINED IN TABDDDENERGY CODE AND NOT CONTAIN A MEDIUM DLAMPS 13 WATTS OR GREATER SHALL BE ELECTRDPUT FREQUENCY NO LESS THAT 20 kHz.DCTORS SHALL RECEIVE THEIR PRIMARY POWER FRODRING AND PROVIDED WITH A BATTERY BACKD-DUP. ALL SDSHALL BE INTERCONNECTEED. ALL SMOKE DETECTORSDINIMUM 3 FOOT CLEARANCE TO HVAC SUPPLY OR RETUDNOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWERDG WIRING AND PROVIDED WITH A BATTERY BACKD-DUP. ALLDNOXIDE ALARAMS SHALL BE INTERCONNECTEED.DTHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY RODH EFFICACDDON OCCUPADCH SENSORS SHALL BE CAPABLE OF AUTOMATICALLY TDTS NO MORE THAN 30 MINUTES AFTER THE AREA HASDHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDUTILITY ROOMS MUST BE CONTROLLED BY A DIMMD BY A MADDENSOR. SUCH SEDOF AUTOMATICALLY TURNING OFF THE LIGHTS DFTER THE AREA HAS BEEN VACATED.DR LIGHTING ATTACHED TO BUILDINGS MUDLED BY A MOTION SENSOR WITH PHDDAFFFTAFTLTRATION AND EXFILTRATION CEnC 110.7AAFTCCESS DOORS SHALL HAVE PERMENTLY ATTACHED INSULATION AFTHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL AFTTED TO PREVENT AIR LEAKAGE CEnC 150.0(a)2AAFTLY INSTALLED NIGHT LIGHTS AND NIGHT LIGHTS INTEGRAL TO AFTD LUMINAAFTE NO MORE THAN FIVE WATTS OF POWER PER LUMINAIRE OR AFTFAN AS DETERMINED IN ACCORDANCE WITH SECTION 130.0(c). AFTHTS SHAAFSENSORAAFTLLED LUMINAIRES SHALL BE HIGH EFFICACY IN ACCORDANCE AFnC TABLE 150.0F-FA. CEnC 150(k)1A.AAFTBER OF ELECTRICAL BOXES THAT ARE MORE THAN 5 FEET AFTE FINISHED FLOOR AND DO NOT CONTAIN A LUMINAIRE OR AFTEVICE SHAAFTMS. THESE ELECTRICAL BOXES MUST BE SERVED BY A DIMMER, AFTSENSOR CONTROL, OR FAN SPEED CONTROL. CEnC 150(k)1B117
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65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:32 PM&$/*5((15(48,5(0(176352727<3($'8&,7<2)'8%/,1&$85 *60%: 60&'352727<3( ,1,7,$/68%0,77$/FIXTURE TYPETABLE - MAXIMUM FIXTURE WATER USESHOWER HEADS (RESIDENTIAL)LAVATORY FAUCETS (RESIDENTIAL)LAVATORY FAUCETS IN COMMON & PUBLIC USE AREASKITCHEN FAUCETSMETERING FAUCETSFLOW RATE1.8 GMP @ 80 PSIMAX. 1.2 GPM @ 60 PSIMIN. 0.8 GPM @ 20 PSI0.5 GPM @ 60 PSI1.8 GPM @ 60 PSI0.2 GAL/CYCLEWATER CLOSETURINALS1.28 GAL/FLUSH0.125 GAL/FLUSHNOTE:THIS TABLE COMPILES THE DATA IN SECTION 4.303.1 AND IS INCLUDED AS A CONVENIENCE FOR THE USER.TOTAL NUMBER OF PARKING SPACESTABLE 4.106.4.3.1 0-910-2526-5051-7575-100101-150NUMBER OF REQUIRED EV SPACES012457151-200201 AND OVER106% OF TOTAL2019 CALIFORNIA GREEN BUILDING STANDARDS CODERESIDENTIAL MANDATORY MEASURES (SHEET 1)4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCEDIVISION 4.4 MATERIAL CONSERVATIONAND RESOURCE EFFICIENCYDIVISION 4.1 PLANNING AND DESIGN4.106 SITE DEVELOPMENT4.303 INDOOR WATER USEDIVISION 4.3 WATER EFFICIENCY ANDCONSERVATION4.304 OUTDOOR WATER USE4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL ANDRECYCLING4.106.1GENERAL. PRESERVATION AND USE OF AVAILABLE NATURAL RESOURCES SHALL BE ACCOMPLISHED THROUGH EVALUATION AND CAREFUL PLANNING TO MINIMIZE NEGATIVE EFFECTS ON THE SITE AND ADJACENT AREAS. PRESERVATION OF SLOPES, MANAGEMENT OF STORM WATER DRAINAGE AND EROSION CONTROLS SHALL COMPLY WITH THIS SECTION.4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTIONPROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL AND ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT WHICH IN TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. IN ORDER TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY, PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE.1.RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TORETAIN STORM WATER ON THE SITE.2.WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGESYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSALMETHOD, WATER SHALL BE FILTERED BY USE OF A BARRIERSYSTEM, WATTLE OR OTHER METHOD APPROVED BY THEENFORCING AGENCY.3.COMPLIANCE WITH A LAWFULLY ENACTED STORM WATERMANAGEMENT ORDINANCE.4.106.3 GRADING AND PAVINGCONSTRUCTION PLANS SHALL INDICATE HOW THE SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS. EXAMPLES OF METHODS TO MANAGE SURFACE WATER INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:1.SWALES2.WATER COLLECTION AND DISPOSAL SYSTEMS3.FRENCH DRAINS4.WATER RETENTION GARDENS5.OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE.EXCEPTIONS: ADDITIONS AND ALTERATIONS NOT ALTERING THE DRAINAGE PATH.4.106.4 ELECTRIC VEHICLE (EV) CHARGING FOR NEW CONSTRUCTIONNEW CONSTRUCTION SHALL COMPLY WITH SECTION 4.106.4.1, 4.106.4.2, OR 4.106.4.3, TO FACILITATE FUTURE INSTALLATION AND USE OF EV CHARGERS. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE) SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE, ARTICLE 625.EXCEPTIONS:ON A CASE-BY-CASE BASIS, WHERE THE LOCAL ENFORCING AGENCY HAS DETERMINED EV CHARGING AND INFRASTRUCTURE ARE NOT FEASIBLE BASED UPON ONE OR MORE OF THE FOLLOWING CONDITIONS:1.WHERE THERE IS NO COMMERCIAL POWER SUPPLY.2.WHERE THERE IS EVIDENCE SUBSTANTIATING THAT MEETING THE REQUIREMENTS WILL ALTER THE LOCAL UTILITY INFRANSTRUCTURE DESIGN REQUIREMENTS ON THE UTILITY SIDE OF THE METER SO AS TO INCREASE THE UTILITY SIDE COST TO THE HOMEOWNER OR THE DEVELOPER BY MORE THAN $400.00 PER DWELLING UNIT.4.106.4.1 NEW ONE-AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WITH ATTACHED PRIVATE GARAGESFOR EACH DWELLING UNIT, INSTALL A LISTED RACEWAY TO ACCOMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMTER). THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTION DEVICE.4.106.4.1.1 IDENTIFICATIONTHE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE".4.106.4.2 NEW MULTIFAMILY DWELLINGS.IF RESIDENTIAL PARKING IS AVAILABLE, THEN (10) PERCENT OF THE TOTAL NUMBER OF PARKING SPACES ON A BUILDING SITE, PROVIDED FOR ALL TYPES OF PARKING FACILITIES, SHALL BE ELECTRIC VEHICLE CHANGING SPACES (EV SPACES) CAPABLE OF SUPPORTING FUTURE EVSE. CALCULATIONS FOR THE NUMBER OF EV SPACES SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER.NOTE:CONSTRUCTION DOCUMENTS ARE INTENDED TO DEMONSTRATE THE PROJECT'S CAPABILITY AND CAPACITY FOR FACILITATING FUTURE EV CHARGING. THERE IS NO REQUIREMENT FOR EV SPACES TO BE CONSTRUCTED OR AVAILABLE UNTIL EV CHARGERS ARE INSTALLED FOR USE.4.106.4.2.1 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) LOCATIONS. CONSTRUCTION DOCUMENTS SHALL INDICATE THE LOCATION OF PROPOSED EV SPACES. AT LEAST ONE EV SPACE SHALL BE LOCATED IN COMMON USE AREAS AND AVAILABLE FOR USE BY ALL RESIDENTS.WHEN EV CHARGERS ARE INSTALLED, EV SPACES REQUIRED BY SECTION 4.106.2.2, ITEM 3, SHALL COMPLY WITH AT LEAST ONE OF THEFOLLOWING OPTIONS: 1.THE EV SPACE SHALL BE LOCATED ADJACENT TO AN ACCESSIBLEPARKING SPACE MEETING THE REQUIREMENTS OF THE CALIFORNIABUILDING CODE, CHAPTER 11A, TO ALLOW USE OF THE EV CHARGERFROM THE ACCESSIBLE PARKING SPACE.2.THE EV SPACE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE, ASDEFINED IN THE CALIFORNIA BUILDING CODE, CHAPTER 2, TO THEBUILDING.4.106.4.2.2 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) DIMENSIONS.THE EV SPACES SHALL BE DESIGNED TO COMPLY WITH THE FOLLOWING:1. THE MINIMUM LENGTH OF EACH EV SPACE SHALL BE 18 FEET.2. THE MINIMUM WIDTH OF EACH EV SPACE SHALL BE 9 FEET.3. ONE IN EVERY 25 EV SPACES, BUT NOT LESS THAN ONE, SHALL ALSOHAVE AN 8-FOOT WIDE MINIMUM AISLE. A 5-FOOT WIDE MINIMUM AISLESHALL BE PERMITTED PROVIDED THE MINIMUM WIDTH OF THE EV SPACEIS 12 FEET.A.SURFACE SLOPE FOR THIS EV SPACE AND THE AISLE SHALL NOTEXCEED 1 UNIT VERTICAL IN 48 UNITS HORIZONTAL (2.083PERCENT SLOPE) IN ANY DIRECTION.4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGSPLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING:4.303.1.1 WATER CLOSETSTHE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK TYPE TOILET.NOTE:THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH.4.303.1.2 URINALSTHE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH. THE EFFECTIVE FLUSH VOLUME OF ALL OTHER URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH.4.303.1.3 SHOWERHEADS4.303.1.3.1 SINGLE SHOWERHEADSHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 80M PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS.4.303.1.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWERWHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME.NOTE:A HAND HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD.4.303.1.4 FAUCETS4.303.1.4.1 RESIDENTIAL LAVATORY FAUCETSTHE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI.4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREASTHE MAXIMUM FLOW RATE OF LAVATORY FAUCETS INSTALLED IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED 0.5 GALLONS PER MINUTE AT 60 PSI.4.303.1.4.3 METERING FAUCETSMETERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS SHALL NOT DELIVER MORE THAN 0.2 GALLONS PER CYCLE.4.303.1.4.4 KITCHEN FAUCETSTHE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI.NOTE:WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION.4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGSPLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE.4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREASAFTER DECMEBER 1, 2015, NEW RESIDENTIAL DEVELOPMENTS WITH AN AGGREGATE LANDSCAPE AREA EQUAL TO OR GREATER THAN 500 SQUARE FEET SHALL COMPLY WITH ONE OF THE FOLLOWING OPTIONS: 1.THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) ISLOCATED IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 23,CHAPTER 2.7, DIVISION 2.MWELO AND SUPPORTING DOCUMENTS, INCLUDING A WATER BUDGET CALCULATOR, ARE AVAILABLE AT: HTTPS://WWW.WATER.CA.GOV/4.406.1 RODENT PROOFINGANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY LCOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY.4.408.1 CONSTRUCTION WASTE MANAGEMENT RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3, OR 4.408.4, OR MEET A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE.EXCEPTIONS: 1.EXCAVATED SOIL AND LAND-CLEARING DEBRIS.2.ALTERNATE WASTE REDUCTION METHODS DEVELOPED BYWORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE JOBSITE.3.THE ENFORCING AGENCY MAY MAKE ACCEPTIONS TO THEREQUIREMENTS OF THIS SECTION WHEN ISOLATED JOBSITES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY.4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN IN COMFORMANCE WITH ITEMS 1 THROUGH 5. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY.1.IDENTIFY THE CONSTRUCTION AND DEMOLITION WASTE MATERIALSTO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE.2. SPECIFY IF CONSTRUCTION AND DEMOLITION WASTE MATERIALSWILL BE SORTED ON-SITE (SOURCE-SEPARATED) OR BULK MIXED(SINGLE STREAM).3. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION ANDDEMOLITION WASTE MATERIAL WILL BE TAKEN.4. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THEAMOUNT OF CONSTRUCTION AND DEMOLITION WASTE GENERATED.5. SPECIFY THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITIONWASTE MATERIAL DIVERTED SHALL BE CALCULATED BY WEIGHT ORVOLUME, BUT NOT BY BOTH.4.408.3 WASTE MANAGEMENT COMPANY. UTILIZE A WASTE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION AND DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1.NOTE: THE OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WASTE MANAGEMENT COMPANY.4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR].PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED 3.4 POUNDS PER SQUARE FOOT OF THE BUILDING AREA SHALL MEET THE MINIMUM 65 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1.4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE.PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED 2 POUNDS PER SQUARE FOOT OF THE BUILDING AREA, SHALL MEET THE MINIMUM 65-PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1.4.408.5 DOCUMENTATIONDOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1 THOUGH 5, SECTION 4.408.3 OR SECTION 4.408.4NOTES:1. SAMPLE FORMS FOUND IN "A GUIDE TO THE CALIFORNIA GREENBUILDING STANDARDS CODE (RESIDENTIAL)" LOCATED AT WWW.HCD.CA.GOV/CALGREEN.HTML MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THIS SECTION.2.MIXED CONSTRUCTION AND DEMOLITION DEBRIS (C&D)PROCESSORS CAN BE LOCATED AT THE CALIFORNIA DEPARTMENTOF RESOURCES RECYCLING AND RECOVERY (CALRECYCLE).4.410 BUILDING MAINTENANCE AND OPERATION4.410.1 OPERATION AND MAINTENANCE MANUALAT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING:1.DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUALSHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE.2.OPERATION AND MAINTENANCE INSTRUCTIONS FOR THEFOLLOWING:a. EQUIPMENT AND APPLIANCES, INCLUDING WATER-SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, PHOTOVOLTAIC SYSTEMS, ELECTRIC VEHICLE CHARGERS, WATER-HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT.b. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS.c. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS.d. LANDSCAPE IRRIGATION SYSTEMS.e. WATER REUSE SYSTEMS.3.INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERYPROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS.4.PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE INTHE AREA.5.EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIORRELATIVE HUMIDITY BETWEEN 30–60 PERCENT AND WHAT METHODSAN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE.6.INFORMATION ABOUT WATER-CONSERVING LANDSCAPE ANDIRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER.7.INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS ANDTHE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAYFROM THE FOUNDATION.8.INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES,INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADINGAROUND THE BUILDING, ETC.9.INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVEPROGRAMS AVAILABLE.10.A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BYTHE ENFORCING AGENCY OR THIS CODE.CHAPTER 1 - ADMINISTRATIONSECTION 101 GENERAL101.1 TITLE. THESE REGULATIONS SHALL BE KNOWN AS THE CALIFORNIA GREEN BUILDING STANDARDS CODE AND MAY BE CITED AS SUCH AND WILL BE REFERRED TO HEREIN AS “THIS CODE.”IT IS INTENDED THAT IT SHALL ALSO BE KNOWN AS THE CALGREEN CODE. THE CALIFORNIA GREEN BUILDING STANDARDS CODE IS PART 11 OF THIRTEEN PARTS OF THE OFFICIAL COMPILATION AND PUBLICATION OF THE ADOPTION, AMENDMENT AND REPEAL OF BUILDING REGULATIONS TO THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, ALSO REFERRED TO AS THE CALIFORNIA BUILDING STANDARDS CODE.101.2 PURPOSE.THE PURPOSE OF THIS CODE IS TO IMPROVE PUBLIC HEALTH, SAFETY ANDGENERAL WELFARE BY ENHANCING THE DESIGN AND CONSTRUCTION OF BUILDINGS THROUGH THE USE OF BUILDING CONCEPTS HAVING A REDUCED NEGATIVE IMPACT OR POSITIVE ENVIRONMENTAL IMPACT AND ENCOURAGING SUSTAINABLE CONSTRUCTION PRACTICES IN THE FOLLOWING CATEGORIES:1.PLANNING AND DESIGN.2.ENERGY EFFICIENCY.3.WATER EFFICIENCY AND CONSERVATION.4.MATERIAL CONSERVATION AND RESOURCE EFFICIENCY.5.ENVIRONMENTAL QUALITY.101.3 SCOPE.THE PROVISIONS OF THIS CODE SHALL APPLY TO THE PLANNING, DESIGN,OPERATION, CONSTRUCTION, USE AND OCCUPANCY OF EVERY NEWLY CONSTRUCTED BUILDING OR STRUCTURE, UNLESS OTHERWISE INDICATED IN THIS CODE, THROUGHOUT THE STATE OF CALIFORNIA.IT IS NOT THE INTENT THAT THIS CODE SUBSTITUTE OR BE IDENTIFIED AS MEETING THE CERTIFICATION REQUIREMENTS OF ANY GREEN BUILDING PROGRAM.SECTION 301 GENERAL301.1 SCOPE. BUILDINGS SHALL BE DESIGNED TO INCLUDE THE GREEN BUILDING MEASURES SPECIFIED AS MANDATORY IN THE APPLICATION CHECKLISTS CONTAINED IN THIS CODE. VOLUNTARY GREEN BUILDING MEASURES ARE ALSO INCLUDED IN THE APPLICATION CHECKLISTS AND MAY BE INCLUDED IN THE DESIGN AND CONSTRUCTION OF STRUCTURES COVERED BY THIS CODE, BUT ARE NOT REQUIRED UNLESS ADOPTED BY A CITY, COUNTY, OR CITY AND COUNTY AS SPECIFIED IN SECTION 101.7.301.1.1 ADDITIONS AND ALTERATIONS. [HCD] THE MANDATORY PROVISIONS OF CHAPTER 4 SHALL BE APPLIED TO ADDITIONS OR ALTERATIONS OF EXISTING RESIDENTIAL BUILDINGS WHERE THE ADDITION OR ALTERATION INCREASES THE BUILDING’S CONDITIONED AREA, VOLUME, OR SIZE. THE REQUIREMENTS SHALL APPLY ONLY TO AND/OR WITHIN THE SPECIFIC AREA OF THE ADDITION OR ALTERATION.NOTE:ON AND AFTER JANUARY 1, 2014, RESIDENTIAL BUILDINGS UNDERGOING PERMITTED ALTERATIONS, ADDITIONS OR IMPROVEMENTS SHALL REPLACE NONCOMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING FIXTURES. PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF FINAL COMPLETION, CERTIFICATE OF OCCUPANCY OR FINAL PERMIT APPROVAL BY THE LOCAL BUILDING DEPARTMENT. SEE CIVIL CODE SECTION 1101.1, ET SEQ., FOR THE DEFINITION OF A NONCOMPLIANT PLUMBING FIXTURE, TYPES OF RESIDENTIAL BUILDINGS AFFECTED AND OTHER IMPORTANT ENACTMENT DATES.301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS [HCD].THE PROVISIONS OF INDIVIDUAL SECTIONS OF CALGREEN MAY APPLY TO EITHER LOW-RISE RESIDENTIAL BUILDINGS, HIGH-RISE RESIDENTIAL BUILDINGS, OR BOTH. INDIVIDUAL SECTIONS WILL BE DESIGNATED BY BANNERS TO INDICATE WHERE THE SECTION APPLIES SPECIFICALLY TO LOW-RISE ONLY (LR) OR HIGH-RISE ONLY (HR). WHEN THE SECTION APPLIES TO BOTH LOW-RISE AND HIGH-RISE BUILDINGS, NO BANNER WILL BE USED.SECTION 302 MIXED OCCUPANCYBUILDINGS302.1 MIXED OCCUPANCY BUILDINGS. IN MIXED OCCUPANCY BUILDINGS, EACH PORTION OF A BUILDING SHALL COMPLY WITH THE SPECIFIC GREEN BUILDING MEASURES APPLICABLE TO EACH SPECIFIC OCCUPANCY.SECTION 102 CONSTRUCTIONDOCUMENTS AND INSTALLATIONVERIFICATION102.1 SUBMITTAL DOCUMENTS. CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL BE SUBMITTED IN ONE OR MORE SETS WITH EACH APPLICATION FOR A PERMIT. WHERE SPECIAL CONDITIONS EXIST, THE ENFORCING AGENCY IS AUTHORIZED TO REQUIRE ADDITIONAL CONSTRUCTION DOCUMENTS TO BE PREPARED BY A LICENSED DESIGN PROFESSIONAL AND MAY BE SUBMITTED SEPARATELY.EXCEPTION:THE ENFORCING AGENCY IS AUTHORIZED TO WAIVE THE SUBMISSION OF CONSTRUCTION DOCUMENTS AND OTHER DATA NOT REQUIRED TO BE PREPARED BY A LICENSED DESIGN PROFESSIONAL.102.2 INFORMATION ON CONSTRUCTION DOCUMENTS.CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND SCOPE OF THE PROPOSED GREEN BUILDING FEATURE AND SHOW THAT IT WILL CONFORM TO THE PROVISIONSOF THIS CODE, THE CALIFORNIA BUILDING STANDARDS CODE AND OTHER RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS AS DETERMINED BY THE ENFORCING AGENCY.PLANNING AND DESIGN.102.3 VERIFICATION.DOCUMENTATION OF CONFORMANCE FOR APPLICABLE GREEN BUILDING MEASURES SHALL BE PROVIDED TO THE ENFORCING AGENCY. ALTERNATE METHODS OF DOCUMENTATION SHALL BE ACCEPTABLE WHEN THE ENFORCING AGENCY FINDS THAT THE PROPOSED ALTERNATE DOCUMENTATION IS SATISFACTORY TO DEMONSTRATE SUBSTANTIAL CONFORMANCE WITH THE INTENT OF THE PROPOSED GREEN BUILDING MEASURE.CHAPTER 3 - GREEN BUILDINGCHAPTER 4 - RESIDENTIAL MANDATORY MEASURES4.106.4.2.3 SINGLE EV SPACE REQUIRED.INSTALL A LISTED RACEWAY CAPABLE OF ACCOMMODATING A 208/240-VOLT DEDICATED BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER). THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE EV SPACES. CONSTRUCTION DOCUMENTS SHALL IDENTIFY THE RACEWAY TERMINATION POINT. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE.4.106.4.2.4 MULTIPLE EV SPACES REQUIRED. CONSTRUCTION DOCUMENTS SHALL INDICATE THE RACEWAY TERMINATION POINT AND PROPOSED LOCATION OF FUTURE EV SPACES AND EV CHARGERS. CONSTRUCTION DOCUMENTS SHALL ALSO PROVIDE INFORMATION ON AMPERAGE OF FUTURE EVSE, RACEWAY METHOD(S), WIRING SCHEMATICS AND ELECTRICAL LOAD CALCULATIONS TO VERIFY THAT THE ELECTRICAL PANEL SERVICE CAPACITY AND ELECTRICAL SYSTEM, INCLUDING ANY ON-SITE DISTRIBUTION TRANSFORMER(S), HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL EVS AT ALL REQUIRED EV SPACES AT THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MINIMUM BRANCH CIRCUIT. RACEWAYS AND RELATED COMPONENTS THAT ARE PLANNED TO BE INSTALLED UNDERGROUND, ENCLOSED, INACCESSIBLE OR IN CONCEALED AREAS AND SPACES SHALL BE INSTALLED AT THE TIME OF ORIGINAL CONSTRUCTION.4.106.4.2.5 IDENTIFICATION. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING PURPOSES AS “EV CAPABLE”IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE.4.106.4.3 NEW HOTELS AND MOTELSALL NEWLY CONSTRUCTED HOTELS AND MOTELS SHALL PROVIDE EV SPACES CAPABLE OF SUPPORTING FUTURE INSTALLATION OF EVSE. THE CONSTRUCTION DOCUMENTS SHALL IDENTITY THE LOCATION OF THE EV SPACES. NOTES:1. CONSTRUCTION DOCUMENTS ARE INTENDED TO DEMONSTRATE THE PROJECT'S CAPABILITY AND CAPACITY OR FACILITATING FUTURE EV CHARGING.2. THERE IS NO REQUIREMENT FOR EV SPACES TO BE CONSTRUCTED OR AVAILABLE UNTIL EV CHARGERS ARE INSTALLED FOR USE.4.106.4.3.1 NUMBER OF REQUIRED EV SPACESTHE NUMBER OF REQUIRED EV SPACES SHALL BE BASED ON THE TOTAL NUMBER OF PARKING SPACES PROVIDED FOR ALL TYPES OF PARKING FACILITIES IN ACCORDANCE WITH TABLE 4.106.4.3.1. CALCULATIONS FOR THE REQUIRED NUMBER OF EV SPACES SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER. 4.106.4.3.2 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) DIMENSIONSTHE EV SPACES SHALL BE DESIGNED TO COMPLY WITH THE FOLLOWING: 1. THE MINIMUM LENGTH OF EACH EV SPACE SHALL BE 18 FEET.2. THE MINIMUM WIDTH OF EACH EV SPACE SHALL BE 9 FEET.4.106.4.3.3 SINGLE EV SPACE REQUIREDWHEN A SINGLE EV SPACE IS REQUIRED, THE EV SPACE SHALL BE DESIGNED IN ACCORDANCE WITH SECTION 4.106.4.2.3.4.106.4.3.4 MULTIPLE EV SPACES REQUIREDWHEN MULTIPLE EV SPACES ARE REQUIRED, THE EV SPACES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION 4.106.4.2.4 4.106.4.3.5 IDENTIFICATION. THE SERVICE PANELS OR SUB-PANELS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 4.106.4.2.5. 4.106.4.3.6 ACCESSIBLE EV SPACES.IN ADDITION TO THE REQUIREMENTS IN SECTION 4.106.4.3, EV SPACES FOR HOTELS/MOTELS AND ALL EVSE, WHEN INSTALLED, SHALL COMPLY WITH THE ACCESSIBILITY PROVISIONS FOR THE EV CHARGING STATIONS IN THE CALIFORNIA BUILDING CODE, CHAPTER 11B. 4.201 GENERALDIVISION 4.2 ENERGY EFFICIENCY4.201.1 SCOPE.FOR THE PURPOSES OF MANDATORY ENERGY EFFICIENCY STANDARDS IN THIS CODE, THE CALIFORNIA ENERGY COMMISSION WILL CONTINUE TO ADOPT MANDATORY STANDARDS.DRAFTRAARARARARARARARARAARARARARTAL NUMBER OF PARRTABLE 4.106.4.3.13.1 R0R-R9R10R-R25R26R-R50RRRRRRRRRABER OF REQUIRED EV ASPAAAAA4A5A7RRRRAATARDIC VEHICLE (EV) CHARGING FOR NEWDRUCTION SHALL COMPLY WITH SECTION 4DFACILITATE FUTURE INSTALLATION AND USE DEHICLE SUPPLY EQUIPMENT (EVSE) SHALL BE INDCE WITH TDELECTRICAL CODED, ARTDONS:DON DDDDWHERE THE LOCALDING AGENCY HAS DETERMINED EV CHARGING AND DRUCTURE ARE NOT FEASIBLE BASED UPON ONE OR MDLOWING CDRE THERE IS NO COMMERCIAL POWER SUPPLY.DRE THERE IS EVIDENCE SUBSTANTIATING THAT MEETINGDUIREMENTS WILL ALTER THE LOCAL UTILITY INFRANSTRUDGN REQUIREMENTS ON THE UTILITY SIDE OF THE METERDNCREASE THE UTILITY SIDE COST TO THE HOMEOWNER DELOPER BY MORE THAN $400.00 PER DWELLING UNIT.DW ONED-DADDLINGS AND TOWNHOUDPRIVATE GDWELLING UNIT, INSTALL A LISTED RACEWAY TO ACCOD208/240D-DVOLT BRANCH CIRCUIT. THE RACEWAY SHADTRADE SIZDDSIDE DIAMTER). TDNATE AT THE MAIN SERVICE OR SUBPANEL ANDDNTO A LISTED CABINET, BOX OR OTHER ENCDO THE PROPOSED LOCATION OF AN EV CHDED TO BE CONTINUOUS AT ENCLOSEDAREAS AND SPACES THEFN OPERATION AT A TIME.FOTE:FTA HAND HELD SHOWER SHALL BE CONSIDERED A FSHOWERHEAD.AFFAUCETSFT.1.4.1 RESFTHE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS FTHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. THE FTINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL FTOT BE LEFT.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREASFTHE MAXIMUM FLOW RATE OF LAVATORY FAUCETS INSTALLED IN FTOMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR FTLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED F5 GALLONF.1.4.3 METFTETERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS FTHALL NOT DELIVER MORE THAN 0.2 GALLONS PER CYCLE.F.1.4.4 KITCFTHE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT FTXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAFTEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, FTUT NOT TO EXCEED 2 2 GALLONS PER MINUTE AT 60 PSI AND MUST5TTTTTTTTTTTTTTTTTTTTRAPACES SHALL BE BASED ON TRANUMBER OF PARKING SPACES PROVIDED FOR ALL TYPES OF PARAFACILITIES IN RACALCULATIONS FOR THE REQUIRED NUMBER OF EV SPACES SHALLRADED UP TO TRA06.4.3.2 ELECTRIC VEHICLE CHARGING SPRRAHE EV SPACES SHALL BE DERRRA118
12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:32 PM&$/*5((15(48,5(0(176352727<3($'8&,7<2)'8%/,1&$85 *60%: 60&'352727<3( ,1,7,$/68%0,77$/COATING CATEGORYTABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2, 3FLAT COATINGSNONFLAT COATINGSNONFLAT-HIGH GLOSS COATINGSSPECIALTY COATINGSALUMINUM ROOF COATINGSBASEMENT SPECIALTY COATINGSBITUMINOUS ROOF COATINGSCURRENT VOC LIMIT50100150CURRENT VOC LIMIT40040050(GRAMS OF VOC PER LITER OF COATING, LESS WATER AND LESS EXEMPT COMPOUNDS)BITUMINOUS ROOF PRIMERSBOND BREAKERSCONCRETE CURING COMPOUNDSCONCRETE/MASONRY SEALERSDRIVEWAY SEALERSDRY FOG COATINGSFAUX FINISHING COATINGS 35035035010050150350FLOOR COATINGSFORM-RELEASE COMPOUNDSGRAPHIC ARTS COATINGS (SIGN PAINTS)HIGH TEMPERATURE COATINGSIDUSTRIAL MAINTENANCE COATINGSLOW SOLIDS COATINGS1MAGNESITE CEMENT COATINGSMASTIC TEXTURE COATINGS100250500420250120450100METALLIC PIGMENTED COATINGSMULTICOLOR COATINGSPRETREATMENT WASH PRIMERSPRIMERS, SEALERS, AND UNDERCOATERSREACTIVE PENETRATING SEALERSRECYCLED COATINGSROOF COATINGSRUST PREVENTATIVE COATINGS42025050010035025050250FIRE RESISTIVE COATINGS350SHELLACSCLEAR730OPAQUE550SPECIALTY PRIMERS, SEALERS AND UNDERCOATERS100STAINS250STONE CONSOLIDANTS450SWIMMING POOL COATINGS340TRAFFIC MARKING COATINGS100TUB AND TILE REFINISH COATINGS420WATERPROOFING MEMBRANES250WOOD COATINGS275WOOD PRESERVATIVES350ZINC-RICH PRIMERS3401. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND INCLUDING EXEMPT COMPOUNDS.2. THE SPECIFIED LIMITS REMAIN IN EFFECT ENLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEBUARY 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.PRODUCTTABLE 4.504.5 - FORMALDEHYDE LIMITS1HARDWOOD PLYWOOD VENEER COREHARDWOOD PLYWOOD COMPOSITE COREPARTICLEBOARDMEDIUM DENSITY FIBERBOARDTHIN MEDIUM DENSITY FIBERBOARD2CURRENT LIMIT0.050.050.090.110.13(MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION)1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.2.THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESSOF 5/16 INCH (8MM).SEALANTSTABLE 4.504.1 - SEALANT VOC LIMITARCHITECTURALMARINE DECKNONMEMBRANE ROOFROADWAYSINGLE-PLY ROOF MEMBRANEOTHERCURRENT VOC LIMIT250760300250450420(LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER)SEALANT PRIMERSARCHITECTURALNONPOROUSPOROUSMODIFIED BITUMINOUSCURRENT VOC LIMIT250250500MARINE DECKOTHER760750ARCHITECTURAL APPLICATIONSTABLE 4.504.1 - ADHESIVE VOC LIMITINDOOR CARPET ADHESIVESCARPET PAD ADHESIVESOUTDOOR CARPET ADHESIVESWOOD FLOORING ADHESIVESRUBBER FLOORING ADHESIVESSUBFLOOR ADHESIVESCERAMIC TILE ADHESIVESCURRENT VOC LIMIT5050150100605065(LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER)VCT AND ASPHALT TILE ADHESIVESDRYWALL AND PANEL ADHESIVESCOVE BASE ADHESIVESMULTIPURPOSE CONSTRUCTION ADHESIVESSTRUCTURAL GLAZINGADHESIVESSINGLE-PLY ROOF MEMBRANEADHESIVESOTHER ADHESIVES NOT SPECIFICALLY LISTED5050507010025050SPECIALTY APPLICATIONSPVC WELDINGCPVC WELDINGABD WELDINGPLASTIC CEMENT WELDINGADHESIVE PRIMER FOR PLASTICCONTACT ADHESIVESPECIAL PURPOSE CONTACT ADHESIVECURRENT VOC LIMIT51049032525055080250STRUCTURAL WOOD MEMBER ADHESIVETOP AND TRIMADHESIVESSUBSTRATE SPECIFIC APPLICATIONSMETAL TO METALPLASTIC FOAMS POROUS MATERIAL (EXCEPT WOOD)WOODFIBERGLASSCURRENT VOC LIMIT25014030505030801.IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATESTOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALLBE ALLOWED.2.FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURETHE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIRQUALITY MANAGEMENT DISTRICT RULE 1168.2019 CALIFORNIA GREEN BUILDING STANDARDS CODERESIDENTIAL MANDATORY MEASURES (SHEET 2)DIVISION 4.5 ENVIROMENTAL QUALITY4.501 GENERAL4.503 FIREPLACES4.504 POLLUTANT CONTROL4.501.1 SCOPETHE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT AND WELL-BEING OF A BUILDING’S INSTALLERS, OCCUPANTS AND NEIGHBORS.4.503.1 GENERALANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS AS APPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES.4.506 INDOOR AIR QUALITY AND EXHAUST4.507 ENVIROMENTAL COMFORT4.506.1 BATHROOM EXHAUST FANSEACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING:1.FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TOTERMINATE OUTSIDE THE BUILDING.2.UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSEVENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITYCONTROL.a.HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENTBETWEEN A RELATIVE HUMIDITY RANGE OF 50 PERCENT TO AMAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZEMANUAL OR AUTOMATIC MEANS OF ADJUSTMENT.b. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL (I.E., BUILT-IN).NOTES:1. FOR THE PURPOSES OF THIS SECTION, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER, OR TUB/ SHOWER COMBINATION.2. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY CODE.4.507.1 RESERVED4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGNHEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS:1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J—2016 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS.2. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D—2016 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS.3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S—2016 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS.EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE.4.410.2 RECYCLING BY OCCUPANTS.WHERE 5 OR MORE MULTIFAMILY DWELLING UNITS ARE CONSTRUCTED ON A BUILDING SITE, PROVIDE READILY ACCESSIBLE AREA(S) THAT SERVES ALL BUILDINGS ON THE SITE AND IS IDENTIFIED FOR THE DEPOSITING, STORAGE AND COLLECTION OF NON-HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (AT A MINIMUM) PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE, AND METALS, OR MEEL A LAWFULLY ENACTED LOCAL RECYCLING ORDINANCE, IF MORE RESTRICTIVE. EXCEPTION: RURAL JURISDICTIONS THAT MEET AND APPLY FOR THE EXEMPTION IN PUBLIC RESOURCES CODE SECTION 42649.82 (A)(2)(A) ET SEQ. ARE NOTREQUIRED TO COMPLY WITH THE ORGANIC WASTE PORTION OF THIS SECTION. 4.504.1 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTIONAT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ENTER THE SYSTEM.4.504.2 FINISH MATERIAL POLLUTANT CONTROLFINISH MATERIALS SHALL COMPLY WITH THIS SECTION.4.504.2.1 ADHESIVES, SEALANTS AND CAULKSADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY:1.ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS,SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLYWITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIRQUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE ORSCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLE 4.504.1 OR4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLYWITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAINTOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE,METHYLENE CHLORIDE, PERCHLOROETHYLENE ANDTRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, ASSPECIFIED IN SUBSECTION 2 BELOW.2.AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES,AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OFPRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUIDOUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDSAND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USEOF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OFREGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.4.504.2.2 PAINTS AND COATINGSARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36, AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES BOARD,SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY.4.504.2.3 AEROSOL PAINTS AND COATINGSAEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(2) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(E)(1) AND (F)(1) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, RULE 49.4.504.2.4 VERIFICATIONVERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING:1.MANUFACTURER’S PRODUCT SPECIFICATION.2.FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS.4.504.3 CARPET SYSTEMSALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING:1.CARPET AND RUG INSTITUTE’S GREEN LABEL PLUS PROGRAM.2.CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, “STANDARD METHODFOR THE TESTING AND EVALUATION OF VOLATILE ORGANICCHEMICAL EMISSIONS FROM INDOOR SOURCES USINGENVIRONMENTAL CHAMBERS,”VERSION 1.1, FEBRUARY 2010 (ALSOKNOWN AS SPECIFICATION 01350.)3.NSF/ANSI 140 AT THE GOLD LEVEL.4.SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE™ GOLD.4.504.3.1 CARPET CUSHIONALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE’S GREEN LABEL PROGRAM.4.504.3.2 CARPET ADHESIVEALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMSWHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE ORMORE OF THE FOLLOWING:1.PRODUCTS COMPLIANT WITH THE CALIFORNIA DEPARTMENT OFPUBLIC HEALTH, “STANDARD METHOD FOR THE TESTING ANDEVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROMINDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,”VERSION1.1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350),CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THECOLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) HIGHPERFORMANCE PRODUCTS DATABASE.2.PRODUCTS CERTIFIED UNDER UL GREENGUARD GOLD (FORMERLYTHE GREENGUARD CHILDREN & SCHOOLS PROGRAM).3.CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE(RFCI) FLOORSCORE PROGRAM.4.MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,“STANDARD METHOD FOR THE TESTING AND EVALUATION OFVOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCESUSING ENVIRONMENTAL CHAMBERS,”VERSION 1.1, FEBRUARY 2010(ALSO KNOWN AS SPECIFICATION 01350).4.504.5 COMPOSITE WOOD PRODUCTSHARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB’S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5.4.504.5.1 DOCUMENTATIONVERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING:1.PRODUCT CERTIFICATIONS AND SPECIFICATIONS.2.CHAIN OF CUSTODY CERTIFICATIONS.3.PRODUCT LABELED AND INVOICED AS MEETING THE COMPOSITEWOOD PRODUCTS REGULATION (SEE CCR, TITLE 17, SECTION93120, ET SEQ.).4.EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS-1 ORPS-2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION,THE AUSTRALIAN AS/NZS 2269, EUROPEAN 636 3S, AND CANADIAN CSA O121, CSA O151, CSA O153 AND CSA O325 STANDARDS.5. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY.4.505 INTERIOR MOISTURE CONTROL4.505.1 GENERALBUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA BUILDING STANDARDS CODE.4.505.2 CONCRETE SLAB FOUNDATIONSCONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE CHAPTER 19 OR CONCRETE SLAB-ON-GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY WITH THIS SECTION.4.505.2.1 CAPILLARY BREAKA CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING:1.A 4-INCH-THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) ORLARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPORRETARDER IN DIRECT CONTACT WITH CONCRETE AND ACONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING,SHRINKAGE, AND CURLING, SHALL BE USED. FOR ADDITIONALINFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI302.2R-06.2.OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCINGAGENCY.3.A SLAB DESIGN SPECIFIED BY A LICENSED DESIGNPROFESSIONAL.DIVISION 4.5 ENVIORNMENTAL QUALITYCONTINUED4.505.3 MOISTURE CONTENT OF A BUILDINGBUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19-PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING:1.MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE-TYPE OR CONTACT-TYPE MOISTURE METER. EQUIVALENT MOISTUREVERIFICATION METHODS MAY BE APPROVED BY THE ENFORCINGAGENCY AND SHALL SATISFY REQUIREMENTS FOUND IN SECTION101.8 OF THIS CODE.2.MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM)TO 4 FEET (1219 MM) FROM THE GRADE STAMPED END OF EACHPIECE TO BE VERIFIED.3.AT LEAST THREE RANDOM MOISTURE READINGS SHALL BEPERFORMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATIONACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIMEOF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING.INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET-APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS’DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE.702.1 INSTALLER TRAININGHVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL HVACSYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF ACCEPTABLE HVAC TRAINING AND CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:1.STATE CERTIFIED APPRENTICESHIP PROGRAMS.2.PUBLIC UTILITY TRAINING PROGRAMS.3.TRAINING PROGRAMS SPONSORED BY TRADE, LABOR ORSTATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS.4.PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS.5.OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.702.2 SPECIAL INSPECTION [HCD]WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER CERTIFICATIONS OR QUALIFICATIONS ACCEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE QUALIFICATIONS OF A SPECIAL INSPECTOR:1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDINGPROGRAM OR STANDARD PUBLISHER.2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING ORVERIFICATION ORGANIZATION, SUCH AS HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, AND HOME ENERGY AUDITORS.3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAININGPROGRAM IN THE APPROPRIATE TRADE.4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.NOTES:1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NOFINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE.2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THECALIFORNIA ENERGY COMMISSION (CEC) TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS).[BSC] WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATEDTO THE PRIMARY JOB FUNCTION, AS DETERMINED BY THE LOCAL AGENCY.NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE.703.1 DOCUMENTATION.DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED APPLICABLE CHECKLIST.CHAPTER 7 - INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS702 QUALIFICATIONS703 VERIFICATIONSDRDDDDDDDDDDDDDDDDDDDDDDDRAL APPLICATIONS-ADHESIVE VOC LIMIT- ADHESIVE VOC LIMITDPET ADHEDADHESIVEDRPET ADHDRING ADHDORING ADDDHESIVESD ADHESIVDCURRENT D50D50D150D100D60D50D65ESS EXEMPT COMPOUNDS IN GRAMS PER LITER)ESS EXEMPT COMPOUNDS IN GRAMS PER LITER)DHALT TILEDD PANEL ADDHESIVESDSE CONSTDRARARARARARARARARARAAARRSTAINSA50RSTONE CONSOLIDAA450RSWIMMING POOL COAA340RC MARKING COAA100RB AND TILE REFINISH A420RWATERPROOFING MEMBA250RGSA275RWOOD PRESERVATIVESA350RRRPRIMERSA34R1. RAGRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND RAINCLUDINR2. RATHE SPECIFIED LIMITS REMAIN IN EFFECT ENLESS REVISED LIMITS RAARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLERRAALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY RAE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL RAINGS SUGGESTED CONTROL MEASURE, FEBUARY 1, 2008. RANFORMATION IS AVAILABLE FROM THRARARATABLE 4.504.5 -FORMALDEHYDE LIMITSALDEHYDE LIMITS11(MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION)ONS IN PARTS PER MILLION)AFTDGLAZINGDDOOF MEMDDSIVES NOD0D50D50D70D100D250D50DPPLICATIONSDGDGDCURRENTDDTAR4.507 ENVIROMENTAL COMFORTROMENFTWITH THE CALIFORNIA ENERGY CODE.AFRVEDAFING AND FFTAFAND AIRF-FTCONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED ANTAFTEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS:FTHE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO FNSI/ACCA 2 MANUAL JF——FT2016 (RESIDENTIAL LOAD CALCULATION), FTSHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE FR METHOFTUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL F—FT2016 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR FTTHER EQFTELECT HEATING AND COOLING EQUIPMENT ACCORDING TO FNSI/ACCAFFTFTELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR FETHODSAFEXCEPTION: FTUSE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO AFTENSURE THE SYSTTPT4. TOTNOTETTTTTTTTTTTTTTTT119
24' - 0"16' - 0"11' - 0"22' - 0"PLAN 1-FOOTPRINTPLAN 6-1-CAR GARAGE CONVERSION15' - 0"36' - 0"PLAN 2-FOOTPRINTPLAN 3-FOOTPRINT37' - 0"26' - 0"24' - 0"22' - 0"PLAN 4-FOOTPRINT38' - 0"27' - 0"21' - 0"21' - 0"PLAN 7-2-CAR GARAGE CONVERSION32' - 0"21' - 0"PLAN 5-FOOTPRINTPLAN 8-2-CAR GARAGE CONVERSION12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:28 PM$5&+,7(&785$/6,7(3/$1352727<3($'8&,7<2)'8%/,1&$85 $660%: 60&'352727<3( ,1,7,$/68%0,77$/1" = 10'-0"A1-201AS101FLOOR PLAN1DRAFTTTT120
EXTERIOR-5 1/2" WOOD STUD W/ PLYWOOD SHEATHING AND STUCCO, ONE LAYER GYPSUM WALL BOARD INTERIOR.INTERIOR-5 1/2" WOOD STUD W/ONE LAYER GYPSUM WALL BOARD EACH SIDE.INTERIOR-3 1/2" WOOD STUD W/ONE LAYER GYPSUM WALL BOARD EACH SIDE.CEILING HEIGHT10'-0"1122AABBLIVINGKITCHENBATHCL5A6-2016A6-201312141' - 1"1' - 0"5' - 0"13' - 11"5' - 2"5' - 0"3' - 9"3' - 0"4' - 11"3' - 1"4' - 8"EXISTING WIDTH MAY VARY(+/-) 21' - 0"EXISTING WIDTH MAY VARY(+/-) 21' - 0"EXISTING WIDTH MAY VARY(+/-) 11' - 0"B10B02C13B06A05C08C12B01A024A6-2011A6-2013A6-2012A6-201EXISTING WIDTH MAY VARY+/- 11' - 0"2' - 6 1/2"43AD-902OPT DETAIL, IF THIS IS A DEMISING WALL BETWEEN MAIN RESIDENCE AND GARAGE43AD-90230" MIN44AD-902BATHLIVINGKITCHENCL8' - 0"8' - 0"8' - 0"125(9,6,21 '$7(352-(&70$1$*(5'5$:1%<&+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:19 PM)/2253/$1 5&3352727<3($'8&,7<2)'8%/,1&$85 $60%: 60&'352727<3( ,1,7,$/68%0,77$/A02 30" SLIDE ELECTRIC SINGLE OVEN, STAINLESS STEEL.A05 REFRIGERATOR LOCATION. PROVIDE 42"" SPACE WITH ROUGHPLUMBING FOR ICE MAKER (RECESS IN WALL).B01 30" SINGLE COMPARTMENT UNDER-MOUNT KITCHEN SINK W/GARBAGE DISPOSAL. REFER TO WATER EFFICIENCYREQUIREMENTS ON CALGREEN CODE NOTES SHEET.B02 PEDESTAL SINK. REFER TO WATER EFFICIENCY REQUIREMENTS ONCALGREEN CODE NOTES SHEETS.B06 32" x 60" x 72" TUB AND SHOWER COMBINATION. MODEL BYBUILDER. PROVIDE SHOWER ROD.B10 WASHING MACHINE W/ RECESSED WASHING MACHINE OUTLET BOXWITH DRAINC08 12" DEEP UPPER CABINETC12 34 1/2" HIGH BASE CABINET AND COUNTERTOP.C13 30" HIGH BASE CABINET AND COUNTERTOP.1/4" = 1'-0"A1-201A6-101GROUND FLOOR PLAN11/4" = 1'-0"A1-201A6-101GROUND FLOOR RCP2NO. TYPESIZEHEADHEIGHTNOTESWIDTH HEIGHT1 SLIDER 5' - 0" 5' - 0" 6' - 8"NO. TYPESIZENOTESWIDTH HEIGHT1 GARAGEDOOR8' - 0" 6' - 8" EXISTING DOOR2 EXTERIOR 3' - 0" 6' - 8"3 INTERIOR 2' - 6" 6' - 8"4INTERIORSLIDER5' - 0" 6' - 8"FLOOR PLAN NOTESKEYNOTESLEGEND1. DIMENSIONS ARE TO FACE OF FRAMING U.N.O2. REFER TO STRUCTURAL PLANSFOR FURTHER FRAMING INFORMATION.3. REFER TO ELECTRICAL & MECHANICAL PLANS FOR FURTHER INFORMATION.4. ALL FURNITURE AND EQUIPMENT IS BY OWNER AND IS SHOWN FORCOORDINATION PURPOSES ONLY.5. REFER TO FINISH PLAN AND SCHEDULE FOR INTERIOR WALL, CEILING ANDFLOOR FINSH INFORMATION.6. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHER WALLMOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TO HANDRAILS,SHELVING AND BATHROOM FIXTURES.7. PROVIDE FIRE BLOCKING FOR WALL CAVITIES THAT EXCEED CBC HEIGHTLIMITATION.1. BORDERS AT LAY-IN ACOUSTICAL CEILING PANELS SHALL BE CUT TO MATCHFACTORY EDGE PROFILE. NO EXPOSED FASTENERS SHALL BE PERMITTEDINCLUDING POP RIVETS AND TAPPETS.2. HEIGHT OF CEILINGS SHALL BE MEASURED FROM TOP OF SLAB TO FINISH FACEOF GWB OR FACE OF CEILING GRID AS INDICATED ON THE REFLECTED CEILINGPLAN, UON.3. ALL LIGHT FIXTURES ARE TO BE INSTALLED ACCORDING TO THEARCHITECTURAL REFLECTED CEILING PLAN. ARCHITECT TO REVIEW CEILINGLAYOUT INCLUDING BULKHEADS AND GRID PRIOR TO INSTALLATION.4. REFER TO ELECTRICAL PLANS FOR FURTHER INFORMATION.5. REFER TO MECHANICAL PLANS FOR FURTHER INFORMATION.6. REFER TO FLOOR PLAN FOR ELEVATION AND SECTION REFERENCES.RCP NOTESWINDOW SCHEDULEDOOR SCHEDULE1. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS.2. CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES PRIOR TO FABRICATION OF ROUGH OPENINGS.3. REFER TO ENERGY COMPLIANCE REPORTS FOR U-FACTOR, SHGC AND ADDITIONAL WINDOW REQUIREMENTS.4. ALL GLAZING IS DOUBLE PANE UNLESS OTHERWISE NOTED. WINDOW NOTES1. REQUIRED EGRESS WINDOW. REFER TO GENERAL NOTE #6 FOR ADDITIONAL INFORMATION.2. WINDOW INCLUDES BOTH PANES TEMPERED GLAZING.3. MULLED WINDOW ASSEMBLY.4. OPTIONAL WINDOW.5. OBSCURE.WINDOW REMARKS1. FIRE RATED DOOR. REFER TO GENERAL DOOR NOTE #52. GLAZING PER DOOR TYPES. TEMPERED.3. PROVIDE 100 SQ INCHES OF VENTING IN DOOR OR BY OTHER APPROVED MEANS.4. OPTIONAL DOOR.5. OPTIONAL GLAZING IN DOOR. TEMPERED (BOTH PANES).DOOR REMARKS1. REFER TO GENERAL NOTES SHEET G-102 FOR ADDITIONAL REQUIREMENTS2. REFER TO PLANS FOR LOCATION OF DOORS.3. VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER SPECIFICATIONS PRIOR TO CONSTRUCTION.4. CONTRACTOR TO VERIFY ACTUAL DOOR SIZE TO FIT FINISH OPENING PRIOR TO FABRICATION OF DOOR AND FINISH OPENING.5. FIRE RATED DOORS SHALL BE SOLID WOOD OR SOLID HONEYCOMB CORE STEEL DOOR 1-3/8" THICK OR COMPLIANT WITH 2019 CRC SECTION R302.5.1. DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING WITH WEATHER STRIPPING TO BE TIGHT FITTING.6. GLAZING IN DOORS SHALL BE TEMPERED PER SECTION R308.4.1.GENERAL NOTESAREASAREAS-PLAN 6-1 CAR GARAGE CONVERSIONComments AreaPLAN 6-EXISTING FOOTPRINT OF GARAGE, ASSHOWN IN VIEW 1/A6-101235 SFDRAFTATDRARRARRRRRRRDDBDDDDDDDRRRRRRRRRRRRDDDDDDDR1"RDRRRRRDDDDDRYTH MAY VR' - 0"DDDDDDDAFTA02A05B01OUND FLOOR RCPOUNDDRATTTKEYAAFTAFTTA1. AFTO FLOOR A2. AFTCTOR TO VERIFY EXACT ROUGH OPENING SIZES PRIOR TO AFTION OF RA3. AFTREFER TO ENERGYTTAND AFADDITIONAL WINDA4AFTALL GLAZING IS DOWINDOW NOTESDOWAATTAAFTED DOOR. REFER TO GENERAL DOOR NOTE #5AAFPER DOOR TYPES. TEMPERED.AAFTT100 SQ INCHES OF VENTING IN DOOR OR BY OTHER APPROVED AAAFL DOOR.AAFTL GLAZINGTTTTTTTTTTTPLAN 6-EXSHOWN IN121
JVP240VGFI+42"GFI+42"WPSD/MAFWPGFICHIMETTV220VGFIWPGFIJPBSDSD/MAD4OS3JFLVRPFLVPFLFL+84CWGHBHBSOVHWIMGDWFALIVINGKITCHENBATHCLLIVINGKITCHENBATHCLB14B18A10A13B14DUPLEX OUTLETARC-FAULT CIRCUIT INTERRUPTERDUPLEX OUTLET220 VOLTSDUPLEX OUTLETGROUND FAULT INTERRUPTERDUPLEX OUTLETWATERPROOF GROUND FAULT INTERRUPTERDUPLEX OUTLETAFCI-HALF HOTELECTRICAL JUNCTION BOXDOOR BELL BUTTON/GARAGE DOOR OPENER BUTTONTELEPHONE LOCATIONCABLE TELEVISION LOCATIONSMOKE DETECTOR/ALARMCOMBINATION SMOKE/CARBON MONOXIDE FORCED AIR UNIT, PROVIDE LIGHT, SWITCH, DEDICATED 110 OUTLET IN ATTICELECTRICAL SWITCHELECTRICAL SWITCH-THREE WAYELECTRICAL SWITCH-FOUR WAYELECTRICAL SWITCH-VACANCYSENSORELECTRICAL SWITCH-DIMMERDOOR BELL CHIMECOLD WATER STUB OUTHOT WATER STUB OUTWATER HOSE BIBBWATER HOSE BIBB WITH SHUT OF VALVEICE MACHINE STUB OUTGAS STUB OUTCEILING FAN OPTIONAL(PRE WIRE FOR CEILING FAN ONLY)EXHAUST FANEXHAUST FAN/LIGHT COMBINATIONPENDANT LIGHTRECESSED DOWNLIGHTRECESSEDHIGH-EFFICACY DOWNLIGHTRECESSED DOWNLIGHT-VAPOR PROOFSURFACE MOUNTED HIGH-EFFICACY LIGHTWALL MOUNTED LIGHTWALL MOUNTED HIGH-EFFICACY LIGHTUNDER CABINET HIGH-EFFICACYLIGHTSURFACE MOUNTEDHIGH-EFFICACY LIGHT22"X30" MIN. CEILING ACCESS PANELDUPLEX OUTLETARC FAULT INTERRUPTERDUPLEX OUTLETMICROWAVEDUPLEX OUTLETDISH WASHERELECTRICAL SWITCH-FANASTRONOMICAL TIME SWITCHELECTRICAL WIRING12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:20 PM0(&+$1,&$/$1'(/(&75,&$/3/$16352727<3($'8&,7<2)'8%/,1&$85 $60%: 60&'352727<3( ,1,7,$/68%0,77$/1/4" = 1'-0"A1-201A6-111ELECTRICAL FLOOR PLAN11/4" = 1'-0"A1-201A6-111MECHANICAL FLOOR PLAN2ELECTRICAL LEGENDKEYNOTES1. REFER TO GENERAL NOTES SHEET G-102 FOR ADDITIONAL REQUIREMENTS2. SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.3. REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDE ALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.4. REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR AND WINDOW INFORMATION.5. REFER TO PLOT PLAN FOR PLAN TYPE, ELEVATION STYLE AND COLOR SCHEME.6. THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH CRC TABLE R703.3(1).7. ANCHORED VENEER, BRICK, CONCRETE, MASONRY OR STONE IN ACCORDANCE WITH CRC R703.88. ADHERED VENEER, CONCRETE, STONE OR MASONRY IN ACCORDANCE WITH CRC R703.129. EXTERIOR PLASTER (STUCCO) INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF CRC R703.7 AND COMPLIANCE WITH ASTM C926 AND ASTM C1063, STANDARD SPECIFICATIONS FOR INSTALLATION OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR PORTLAND CEMENT-BASED PLASTER, INCLUDING INSTALLATION OF CONTROL JOINTS.10. GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH CRC TABLE R602.3.11. CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING IN ACCORDANCE WITH CRC R703.15. REFER TO CRC R703.8 FOR ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM SHEATHING.GENERAL NOTESA10 (50) CFM MIN. INTERMITTENT VENTILATION HOOD.A13 EXHAUST FAN.B14 50 GALLON TANK TYPE ELECTRIC WATER HEATER.B18 ELECTRIC PANEL TBD.DRAFTTTTTT3TTTTDDDDDTD1/4" = 1'-0"1/4" = 1'-0A1-201A6-11111MECHANICAL FLOOR PLANMECHANICAL FLOOR P2DRAFTTTTELE122
01-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"(SHOWN AS 8'-1")EXISTING GARAGE PLATEK12(EXISTING)01-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"(SHOWN AS 8'-1")EXISTING GARAGE PLATEB18B14(NEW)(NEW)01-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"(SHOWN AS 8'-1")EXISTING GARAGE PLATEM02M01M02(EXISTING)(EXISTING)(EXISTING)01-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"(SHOWN AS 8'-1")EXISTING GARAGE PLATEM02M02M01(EXISTING)(EXISTING)(EXISTING)K13K11(NEW)(NEW)01-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"AB(SHOWN AS 8'-1")EXISTING GARAGE PLATELIVINGS04S01S04U0701-GROUNDFLOOR0' -0"MAX HEIGHT16' -0"01-PLATE8' -1"12(SHOWN AS 8'-1")EXISTING GARAGE PLATEBATH LIVING KITCHENS04S04S01T02T02U07STUCCO6" LAP SIDING @ CONTEMPORARY8" -10" LAP SIDING @ TRADITIONALPLASTERSHINGLE ACCENT @ TRADITIONAL FOR GABLE FACES12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:22 PM(;7(5,25(/(9$7,216 %8,/',1*6(&7,216352727<3($'8&,7<2)'8%/,1&$85 $60%: 60&'352727<3( ,1,7,$/68%0,77$/1/4" = 1'-0"A3-304A6-2016-1 CAR GARAGE CONVERSION-FRONT11/4" = 1'-0"A3-304A6-2016-1 CAR GARAGE CONVERSION-REAR21/4" = 1'-0"A3-304A6-2016-1 CAR GARAGE CONVERSION-LEFT31/4" = 1'-0"A3-304A6-2016-1 CAR GARAGE CONVERSION-RIGHT4KEYNOTESLEGEND1/4" = 1'-0"A6-101A6-2016-1 BED-SECTION 151/4" = 1'-0"A6-101A6-2016-1 BED-SECTION 261.REFER TO GENERAL NOTES SHEET G-102 FOR ADDITIONAL REQUIREMENTS2.SEE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.3.REFER TO ROOF PLAN FOR OVERHANGS. FASCIA PER DETAILS. PROVIDEALUMINUM GUTTER. SEE ROOF PLAN FOR APPROXIMATE DOWNSPOUT LOCATIONS, U.N.O.4.REFER TO DOOR AND WINDOW SCHEDULES AND TYPES FOR DOOR ANDWINDOW INFORMATION.5.REFER TO PLOT PLAN FOR PLAN TYPE, ELEVATION STYLE AND COLORSCHEME.6.THE NOMINAL THICKNESS AND ATTACHMENT OF EXTERIOR WALLCOVERINGS SHALL BE IN ACCORDANCE WITH CRC TABLE R703.3(1).7.ANCHORED VENEER, BRICK, CONCRETE, MASONRY OR STONE INACCORDANCE WITH CRC R703.88.ADHERED VENEER, CONCRETE, STONE OR MASONRY IN ACCORDANCE WITHCRC R703.129.EXTERIOR PLASTER (STUCCO) INSTALLATION SHALL COMPLY WITH THEPROVISIONS OF CRC R703.7 AND COMPLIANCE WITH ASTM C926 AND ASTM C1063, STANDARD SPECIFICATIONS FOR INSTALLATION OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR PORTLAND CEMENT-BASED PLASTER, INCLUDING INSTALLATION OF CONTROL JOINTS.10.GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS INACCORDANCE WITH CRC TABLE R602.3.11.CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING INACCORDANCE WITH CRC R703.15. REFER TO CRC R703.8 FOR ANCHORED MASONRY OR STONE VENEER INSTALLED OVER FOAM SHEATHING.GENERAL NOTESB14 50 GALLON TANK TYPE ELECTRIC WATER HEATER.B18 ELECTRIC PANEL TBD.K11 DOOR PER PLANK12 GARAGE DOORK13 WINDOW PER PLANM01 GUTTER. CONNECT TO DOWNSPOUT. PROVIDE MEANS TOPREVENT ACCUMULATION OF LEAVES AND DEBRIS IN GUTTER PERCRC R327.5.4M02 DOWNSPOUT. CONNECT TO STORM DRAIN SYSTEMS01 CEILING INSULATION. REFER TO TITLE 24 (R-30 MIN.).S04 2X6 WALL INSULATION. REFER TO TITLE 24 (R-15 MIN.)T02 2X6 WOOD STUD WALL. REFER TO STRUCTURAL.U07 LEVEL EXISTING FLOOR SLABDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRAFTAFFAAAAAAAAAAFAFAAAFAFFFFFFAAAAFAFAAFFFFFFFFAAAAAAAAAFTDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDTRTTTOUNDTLOORTTTTMAX HEIGHTT16' T-T0"FFFFTTTTRAFTTTTTTTTPLATET8' T-T1"FFFFTTTTTFFFFFFFAAADDDDDDDDDDDDDD1D-DPLATD8' D-D1DDDDDDDDDDD(SHOWN DEXISTING DDDDDDDDDD123
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«51.&'4«#..«5'#/5'.'8#6+1055''1 1/2"3 1/2"SEE SCHEDULESEE SCHEDULE3 1/2"2"FIBER CEMENT TRIMNOTE: REFER TO HEAD/JAMB/SILL DETAILS FOR FLASHING AND MATERIAL TRANSITIONS3 1/2"12D-0113D0.0114D-013 1/2"SEE SCHEDULE3 1/2"SEE SCHEDULE12D-0113D-0114D-01NOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-02PLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOWWALL FINISH PER ELEVATIONS3/4" FIBER CEMENT TRIM BACKINGWATER RESISTIVE BARRIER PER CRC 703.7.3WINDOW FLASHING OVER BUILDING PAPERA CONTINUOUS BEAD OF SEALANT APPLIED TO THE WINDOW FLANGESLOPED FIBER CEMENT TRIM1 1/4" FIBER CEMENT TRIMINTERIOR DRYWALL FINISH WALL FINISH PER ELEVATIONS PLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGNOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS1 1/4" FIBER CEMENT TRIMWATER RESISTIVE BARRIER PER CRC 703.7.3, MIN. 6" LAP OVER FLASHINGWINDOWWINDOW FINBACKER ROD AND SEALANTEXTENDED WINDOW JAMBINTERIOR DRYWALL FINISHFLASHINGWALL FINISH PER ELEVATIONS PLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGNOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS1 1/4" FIBER CEMENT TRIMWATER RESISTIVE BARRIER PER CRC 703.7.3WINDOWWINDOW FINBACKER ROD AND SEALANTEXTENDED WINDOW JAMBINTERIOR DRYWALL FINISHSEE SCHEDULE3 1/2"FIBER CEMENT TRIMNOTE: REFER TO HEAD/JAMB/SILL DETAILS FOR FLASHING AND MATERIAL TRANSITIONS3 1/2"12D-0113D0.01SEE SCHEDULE3 1/2"STUCCOPLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOW1X4 MIN. FOAM TRIM. ATTACH FOAM TO BROWN COAT. APPLY COLOR COAT O/ FOAM SHAPEWATER RESISTIVE BARRIER PER CRC 703.7.3,MIN. 6" LAP OVER FLASHINGTWO CONTINUOUS BEADS OF SEALANT APPLIED TO THE WINDOW FLANGENOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-10WINDOW FLASHING O/ WINDOW FLANGESLOPE AWAY FROM WINDOWSMOOTH TROWELED STUCCO FINISH, ALL TRIMINTERIOR DRYWALL FINISH, 5/8" GWB PER OMEGA ESR REPORT PLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOW FRAMESTUCCOFOAM PROFILE. ATTACH FOAM TO BROWN COAT. APPLY COLOR COAT O/ FOAM SHAPEWINDOW FLANGE O/ WINDOW FLASHINGNOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-10WINDOW FLASHING OVER BLDG. PAPERFLASHING LAP O/ WATER RESISTIVE BARRIER PER CRC 703.7.3PROVIDE PLASTIC SHIMS TO LEVEL FINISHSLOPE AWAY FROM WINDOWSMOOTH TROWELED STUCCO TRIM, TYP.INTERIOR DRYWALL FINISH, 5/8" GWB PER OMEGA ESR REPORT STUCCOPLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOW1X4 MIN. FOAM TRIM. ATTACH FOAM TO BROWN COAT. APPLY COLOR COAT O/ FOAM SHAPEWATER RESISTIVE BARRIER PER CRC 703.7.3, MIN. 6" LAP OVER FLASHINGA CONTINUOUS BEAD OF SEALANT APPLIED TO THE WINDOW FLANGENOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-10WINDOW FLASHING O/ WINDOW FLANGESMOOTH TROWELED STUCCO FINISH ALL TRIMINTERIOR DRYWALL FINISH, 5/8" GWB PER OMEGA ESR REPORT HEADSIDING PER ELEVATIONPLYWOOD SHEATHING (WHERE OCCURS)WATER RESISTIVE BARRIER PER CRC 703.7.3, LAP OVER FLASHINGSLIDING DOOR AND FRAME SET IN A CONTINUOUS BEAD OF SEALANT.20 GA. G.I. FLASHING DRIP EDGETYP. CAULKING: SEE INSTALLATION1 1/4" FIBER CEMENT TRIM1 1/4" FIBER CEMENT TRIMINTERIOR DRYWALL FINISHSILLCONCRETE SLABAPPLY CONTINUOUS BEAD OF SEALANT TO UNDERSIDE OF THRESHOLD.ALUMINUM DOOR THRESHOLD OVER PVC LINER. SILICONE CAULK AT ALL SCREW HOLES.SIDING PER ELEVATIONPLYWOOD SHEATHING (WHERE OCCURS)WATER RESISTIVE BARRIER PER CRC 703.7.3SLIDING DOOR AND FRAME SET IN A CONTINUOUS BEAD OF SEALANT.TYP. CAULKING: SEE INSTALLATIONTYP. CAULKINGJAMB1 1/4" FIBER CEMENT TRIMSEE SCHEDULENOTE: REFER TO HEAD/JAMB/SILL DETAILS FOR FLASHING AND MATERIAL TRANSITIONS52D-0153D-01SEE SCHEDULE52D-01TRIM PER ELEVATION STYLE, REFER TO DETAIL 31&41/D-010' - 3 1/2"12" MOISTOP (OR "FUTURE FLASH") @ WALL FRAMING AND RETURNED INTO OPENING, FLASHED OVER "FLEX WRAP"."FLEX WRAP" OR APPROVED EQUAL OVER SILL AND UP JAMB AND ONTO FACE OF WALL6" TYPBEVELED WOOD SHIM. 1/4"/FT SLOPE. (VERIFY ROUGH OPENING TO ACCOMODATE SHIM)2x SILL FRAMING9" MOISTOP FLASHING PAPER (FOR FUTURE FLASH)BLDG WRAP/LATH PAPER TUCKED UP UNDER FLASHING (6" MIN LAP)REFER TO AAMA 2400-10 STANDARD PRACTICEW FOR INSTALLATION OF WINDOWS WITH MOUNTING FLANGES IN STUD CONSTRUCTION FOR ADDITIONAL REQUIREMENTS.FLASH'G PAPER, MOISTOP FLASHING OR EQUAL, (9" WIDE MIN.) O/ NAIL'G FIN @ TOP OF WINDOWS (HEAD) TYP. TWO CONTINUOUS BEADS OF MOISTOP SEALANT OR EQUAL UNDER FLASH'G PAPER (1) O/ NAIL'G FIN AND (1) AT TOP OF FLSH'G PAPER TYP.NAIL'G FIN.FLASH'G PAPER, MOISTOP FLASHING OR EQUAL, (9" WIDE MIN.) O/ WOOD FRM'G & UNDER NAIL'G FIN @ SIDE OF WINDOWS (JAMB) TYP.• 1 = INDICATES SEQUENCE FOR INSTALLATION.• 9" MOIST STOP FLASHING PAPER TYP. OF FLASH'G PAPER• THE ACTUAL NUMBER OF FLASH'G. PIECES REQUIRED IS DETERMINED BY THE RADIUS OF THE OPEN'G AND THE SIZE OF THE FLASH'G. (9" WIDE FLASH'G MIN.)• APPLY A CONTINUOUS BEAD OF SEALANT COMPLYING WITH AAMA 800 TO THE BACKSIDE (INTERIOR) OF THE WINDOW MOUNTING FLANGES • AT WINDOW HEAD, JAMBS AND SILL ALL CORROSIVE RESISTANT FASTENERS ARE TO BE NAILED THROUGH FIN NO CLOSER THAN 3" O.C. AND NOT MORE THAN 16" O.C.. FASTENERS SHALL BE WITHIN 10" FROM CORNERS.• NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOW5122443WINDOWWINDOWREFER TO AAMA 2400-10 STANDARD PRACTICEW FOR INSTALLATION OF WINDOWS WITH MOUNTING FLANGES IN STUD CONSTRUCTION FOR ADDITIONAL REQUIREMENTS.REFER TO TYPICAL CORNER WINDOW FLASHING DETAIL FOR ADDT'L INFO.SEE SCHEDULECEMENT PLASTER STUCCO, SMOOTH TROWELED, TYP.NOTE: REFER TO HEAD/JAMB/SILL DETAILS FOR FLASHING AND MATERIAL TRANSITIONSSEE SCHEDULE32D0.0133D0.0134D0.01HEADCEMENT PLASTER FINISHPLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOW1X4 MIN. FOAM TRIM. ATTACH FOAM TO BROWN COAT. APPLY COLOR COAT O/ FOAM SHAPEBUILDING PAPER OVER WINDOW FLASHING. 6" MIN LAPTWO CONTINUOUS BEADS OF SEALANT APPLIED TO THE WINDOW FLANGENOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-10WINDOW FLASHING O/ WINDOW FLANGESLOPE AWAY FROM WINDOWSMOOTH TROWELED STUCCO FINISH, ALL TRIMJAMBCEMENT PLASTER FINISHPLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOW1X4 MIN. FOAM TRIM. ATTACH FOAM TO BROWN COAT. APPLY COLOR COAT O/ FOAM SHAPEBUILDING PAPER OVER WINDOW FLASH'G & WINDOW FLANGE. 6" MIN LAPA CONTINUOUS BEAD OF SEALANT APPLIED TO THE WINDOW FLANGENOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-10WINDOW FLASHING O/ WINDOW FLANGESMOOTH TROWELED STUCCO FINISH ALL TRIMSILLPLYWOOD SHEATHING (WHERE OCCURS)WALL FRAMINGWINDOW FRAMECEMENT PLASTER FINISHFOAM PROFILE. ATTACH FOAM TO BROWN COAT. APPLY COLOR COAT O/ FOAM SHAPEWINDOW FLANGE O/ WINDOW FLASHINGNOTE: ALL WINDOW FLASHING SHALL COMPLY WITH MANUFACTURER/INDUSTRY STANDARDS AAMA 2400-10WINDOW FLASHING OVER BLDG. PAPERBUILDING PAPER OVER WINDOW FLASHING. 6" MIN LAPPROVIDE PLASTIC SHIMS TO LEVEL FINISHSLOPE AWAY FROM WINDOWSMOOTH TROWELED STUCCO TRIM, TYP.%««««««««««01'.0#4)4'0«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
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:24 PM$5&+,7(&785$/'(7$,/6'2256 :,1'2:6352727<3($'8&,7<2)'8%/,1&$85 $' 60%: 60&'352727<3( ,1,7,$/68%0,77$/3/4" = 1'-0"A1-202AD-901DOOR TRIM-TRADIT. & CONTEMP.313" = 1'-0"AD-901TYP. WINDOW SILL-FIBER CEMENT343" = 1'-0"AD-901TYP. WINDOW HEAD-FIBER CEMENT323" = 1'-0"AD-901TYP. WINDOW JAMB-FIBER CEMENT333/4" = 1'-0"A1-201AD-901DOOR TRIM-SPANISH STYLE113" = 1'-0"AD-901TYP WINDOW HEAD-PLASTER123" = 1'-0"AD-901TYP WINDOW SILL-PLASTER143" = 1'-0"AD-901TYP WINDOW JAMB-PLASTER133" = 1'-0"AD-901DOOR-SLIDING GLASS423" = 1'-0"AD-901DOOR-SLIDING GLASS443" = 1'-0"AD-901DOOR-SLIDING GLASS433/4" = 1'-0"AD-901DOOR TRIM - SLIDING GLASS4112" = 1'-0"AD-901TYPICAL CORNER WIN FLASHING5212" = 1'-0"AD-901TYPICAL WIN FLASHING511" = 1'-0"AD-901BEAM TO WALL FLASHING543/4" = 1'-0"AD-901WINDOW TRIM @ PLASTER FINISH213" = 1'-0"AD-901TYP RECESSED WINDOW-HEAD223" = 1'-0"AD-901TYP RECESSED WINDOW-JAMB233" = 1'-0"AD-901TYP RECESSED WINDOW-SILL6OPT. 1 OPT. 2 OPT. 2IS THIS STYLE USED?YES:NO:(IF NO/ CROSS OUT DETAILS 31,32,33,34)IS THIS STYLE USED?YES:NO:(IF NO/ CROSS OUT DETAILS 21,22,23,24)IS THIS STYLE USED?YES:NO:(IF NO/ CROSS OUT DETAILS 11,12,13,14)DOES THIS PROJECT HAVE A SLIDING DOOR?YES:NO:(IF NO/ CROSS OUT DETAILS 41,42,43,44)DRDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAARAFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTTTARRANOTE: ALL WINDOW FLASHINRAMANUFACTURER/INDUSTRY SAARRARRRARRRAREXTENDED WINAARARL FINISH PER ELEVATAARAROD SHEATHRERE OCCURAARARLL FRAMINGRRARER RESISTIVE BARRIER RC 703.7.3TTTTTTTHEADDDDDDDOOR ANDCONTINUODOF DDDDDASHING DRIP EDGEDDDDDYP. CAULKING: SEE DINSTALLATIONDDDDNG PER ELDDDDWOOD SHEATHING D(WHERE OCCURS)DDDDESISTIVE BARRIER DPER CRC 703.7.3HEADHEADTTFFTFWINDOWFFHE WINDOW FLANGEAFTNOTE: ALL WINDOW FLASAFMANUFACTURER/INDUSTAAATTFTFENT PLASTTFTFLYWOOD F(WHERTTFTFWALFFAFBUILDING PAPER OVEAF FLASH'G & WINDOW FLAFRRAFTRRRRR3" = 1'-0"3" = 1'-0"AD-901AD-901ATYP. WINDOW HEAD-FIBER CEMENTTYP. WINDOW HEAD-FIBER CEMENT3232RATTTTTAD-90112-0"-0"OR-SLIDING GLASSOR-SDAAAAA3" = 1'-0"= 1'-0"AD-901TYP RECESSED WINDOW-HEADYP RECESSED WINDOW-HEAD22FT124
SQUARE CONCRETE CURB WITH 1/2" CHAMFER AT TOP EDGEARCHITECTURAL COLUMN BASE, REFER TO STRUCTURAL6x6 MIN. WOOD POST, REFER TO STRUCTURAL1/2" CHAMFERMIN SIZE: POST +4"HIDDEN CONNECTION PER STURCTURAL6" TRIM TO CONCEAL CONNECTION6X12 MIN. BEAMPLASTER SIDINGBUILDING PAPERWALL FRAMINGPLASTER SIDINGHOUSE WRAPWALL FRAMINGWINDOW FLASHING OVER BUILDING PAPERCEMENT PLASTER STUCCO O/ BUILDING PAPER2X BLOCKINGPLYWOOD SHEATHING:RE: STRUCTURAL2X FRAMING: RE:STRUCTURALPREMANUFACTUREDWALL VENT FULLY COVER OPENING W/ METAL WIRE MESH. OPENINGS DIMENSIONS SHALL BE A MIN. OF 1/16" & SHALL NOT EXCEED 1/8" (R.327.6.2)WATER RESISTANT BARRIER, MIN (2) LAYERS 60 MIN. GRADE D BUILDING PAPERSHEATHINGSTUD WALL FRAMINGBATT INSULATIONDETAILCEMENT PLASTER-CONTROL JOINTCONTROL JOINTCEMENT PLASTER STUCOOCEMENT PLASTER STUCOO8" MIN. GRADE TO SILL2 LAYERS GRADE D PAPER, LAP OVER FLASHINGSHEATHINGWEEP SCREEDFOUNDATION OR CURBCEMENT PLASTER STUCCOADJACENT WALKWAY OR DECKADJACENT EARTHSTUD WALL FRAMINGBATT INSULATIONMIN.2"6" (4" MIN.) WEEP TO FGPT WOOD SILLMIN. 2 LAYERS, 30-MINUTE EACH, GRADE D“WATER-RESISTIVE BARRIER”per CRC R703.7P OVER 26 GA. FLASHING. 4" LAP EXTENSIONMIN. 2%MIN. 5%6" CURB2 LAYERS GRADE D PAPER, LAP OVER FLASHINGSHEATHINGWEEP SCREEDFOUNDATION OR CURBCEMENT PLASTER STUCCOADJACENT WALKWAY OR DECKADJACENT EARTHSTUD WALL FRAMINGBATT INSULATIONMIN.2"6" (4" MIN.) WEEP TO FGPT WOOD SILL0' - 5 1/2"FIBER CEMENT BOARD SIDING1X1 FIBER CEMENT BOARD TRIMSEALANT, BOTH SIDES2 LAYER TYPE D BUILDING PAPERWALL FRAMINGVERTICAL FURRING STRIPSFIBER CEMENT TRIMBOARD 2" FINISH NAILSEALANT (BOTH SIDES)FIBER CEMENT BOARD SIDINGFIBER CEMENT BOARD BATTEN (WHERE OCCURS)FIBER CEMENT BOARD SIDINGEQEQ2 LAYER TYPE D BUILDING PAPERVERTICAL FURRING STRIPSFIBER CEMENT BOARD TRIM W/ CHAMFERED EDGESATTACHED HARDWARE, SIGNAGE OR DEVICE0' - 0 1/2"0' - 0 1/2"WATER RESISTIVE BARRIER PER CRC 703.7.3, LAP FLASHINGFIBER CEMENT BOARD SIDINGVERTICAL FURRING STRIPSRECESSPER PLAN0' - 3"8" @ FACE OF GARAGECURB PER FND.INTERIOR FINISHCONCRETE CURB FINSH EXP. EDGEDBL. 2X8 P.T.D.F. DOOR TRIMMERSGARAGE DOOR TRACKGALV. MILCORE EDGEEXTERIOR FINISH PER ELEVATIONSHEAR WALL PER PLANSTRUCTURAL TIE OR HOLDOWN PER STRUCTURAL PLANSPLAN VIEW3/4"ELEV. VIEWFIBER CEMENT SIDINGWATER RESISTIVE BARRIER PER CRC 703.7.3, LAP FLASHING2X10 FIBER CEMENT TRIM1X4 FIBER CEMENT TRIM 2X3 FIBER CEMENT TRIM, SHAPE TO DRAINVERTICAL FURRING STRIPS26 GA GSM FLASHING WITH CAULKING, 1/4" /FT SLOPE MIN.WALL SYSTEM PENENTRATIONF RATING -1 AND 2 HR (SEE ITEM 1B)T RATING -0 HRXHEZ.W-L-1166AA1A1B231. WALL ASSEMBLYTHE 1 OR 2 HR. FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:A. STUDS-WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM. 2 IN. BY 4 IN. LUMBER SPACED 16 IN. O.C. STEEL STUDS TO BE MIN. 3 1/2 IN. WIDE AND SPACED MAX. 24 IN. O.C.B. GYPSUM BOARD (BEARING THE UL CLASSIFICATION MARKING)-THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX. DIAM. OF OPENING IS 5 IN.THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED.2. THROUGH-PENETRANTSONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE, CONDUIT OR TUBING AND PERIPHERY OF THE OPENING SHALL BE MIN. OF 0 IN. (POINT CONTACT) TO A MAX. 1/8 IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:A. COPPER TUBING-NOM. 4 IN. DIAM. (OR SMALLER) TYPE M (OR HEAVIER) COPPER TUBING.B. COPPER PIPE-NOM. 4 IN. DIAM. (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.C. STEEL PIPE-NOM. 4 IN. DIAM. (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE.D. CONDUIT-NOM. 4 IN. DIAM. (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR RIGID STEEL CONDUITE. IRON PIPE-NOM. 4 IN. DIAM. (OR SMALLER) CAST OR DUCTILE IRON PIPE.3. FILL, VOID OR CAVITY MATERIALS (BEARING THE UL CLASSIFICATION MARKING) -CAULK OR PUTTY-MIN. 1/2 IN. DIAMETER BEAD CAULK OR PUTTY APPLIED CONTINUOUSLY AROUND THE PENETRANT ON THE WALL SURFACES ON BOTH SIDES OF THE WALL. 3M COMPANY -CP 25WB+ CAULK OR MPS-2+ PUTTY8" MIN. GRADE TO SILL2 LAYERS GRADE D PAPER, LAP OVER FLASHINGSHEATHINGWEEP SCREEDFOUNDATION OR CURBFIBER CEMENT SIDINGADJACENT WALKWAY OR DECKADJACENT EARTHSTUD WALL FRAMINGBATT INSULATIONPT WOOD SILLMIN. 2 LAYERS, 30-MINUTE EACH, GRADE D“WATER-RESISTIVE BARRIER”per CRC R703.7P OVER 26 GA. FLASHING. 4" LAP EXTENSIONMIN. 2%MIN. 5%FIBERGLASS BATT INSULATION PER TITLE 24 REPORTFIRE TEST: UL R14196, 05NK05371, 2-15-05, UL DESIGN U305SOUND TEST: NRCC TL-93-116,IRC-IR-761, 3/98INSTALL RECESSED FIXTURES SUCH THAT FIRE RESISTANCE RATING IS NOT REDUCED.PLAN VIEWGA FILE NO. WP 3245HOUR 1/ 50 TO 54 STCBASE LAYER 5/8" TYPE X GWB OR GYP. VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6D CEMENT COATED NAILS, 17/8" LONG, 0.0915" SHANK, 15/64" HEADS, 7" O.C. FACE LAYER 5/8" TYPE X GWB APPLIED AT PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 8D CEMENT COATED NAILS, 23/8" LONG, 8" O.C. FACE LAYER JOINTS OFFSET 16" FROM BASE LAYER JOINTS.NOTE: 5/8" TYPE 'X' GWB, TYP; SUB TYPE X MOLD-RESISTANT INTERIOR GWB PANELS W/ FIBERGLASS MATS AT KITCHEN SINK WALLS AND ALL BATHROOM WALLS & CEILINGSOUTLET BOX PER ELECTRICAL -DO NOT INSTALL BACK-TO-BACK; SEAL W/ LISTED FIRESTOP PUTTY SYSTEMISOLATE PLUMBING W/ RESILIENT MOUNTS &CAULK ALL PENETRATIONSRESILIENT CHANNELS 24" O.C. ATTACHED @ RIGHT ANGLES TO ONE SIDE OF WOOD STUDS 16" O.C. W/ 1-1/4" TYPE SDRYWALL SCREWS. ONE LAYER 5/8" TYPE X GWB OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS W/ 1" TYPE S DRYWALL SCREWS 8" O.C. W/ VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS. 3" MINERAL OR GLASSFIBER INSULATION IN STUD SPACE.SHEATHING PER STRUCTURAL (INCREASE FASTENER LENGTH BY AMOUNT AT LEAST EQUAL TO PANEL THICKNESS; FURR LOCATIONS AS NEEDED TO FLUSH WHERE NOT REQUIRED AS SHEAR)PROVIDE FULL WALL THICKNESS NON-RIGID FIREBLOCKING (MINERAL WOOL OR FIBERGLASS) AT MAX. 10' INTERVALS AND/OR WHERE REQUIRED TO ISOLATE ELECTRICAL BOXES.EXISTINGEXISTING GARAGE DOORNAIL INTO FURRING WALL, 16" O.C.GSM FLASHING, MIN 6" RETURN.EXTERIOR RATED CONSTRUCTION ADHESIVE, CONTINUOUS BEAD.EXISTING GARAGE WALLEXISTING SIDINGNEW INTERIOR FINISH12 5(9,6,21 '$7(352-(&70$1$*(5'5$:1%< &+(&.('%<'$7(352-(&7180%(56+((7NOT FOR CONSTRUCTIONUUPGHVLJQFRP_ 6+LJXHUD6DQ/XLV2ELVSR&$ 550'(6,*1*5283&23<5,*+7 550,6$&$/,)251,$&25325$7,217+(,1&/8'(''5$:,1*663(&,),&$7,216,'($6'(6,*16$1'$55$1*(0(1765(35(6(17('7+(5(%<$5($1'6+$//5(0$,17+(3523(57<2)550'(6,*1*5283$1'123$577+(5(2)6+$//%(&23,('',6&/26('7227+(562586(',1&211(&7,21:,7+$1<:25.25352-(&727+(57+$17+(63(&,),('352-(&7)25:+,&+7+(<+$9(%((135(3$5('$1''(9(/23(':,7+2877+(:5,77(1&216(172)550'(6,*1*52839,68$/&217$&7:,7+7+(6('5$:,1*62563(&,),&$7,2166+$//&2167,787(&21&/86,9((9,'(1&(2)$&&(37$1&(2)7+(6(5(675,&7,21668%0,77$/2)7+(6('2&80(176)2538%/,&$*(1&<5(9,(:6+$//127%(&216,'(5('$:$,9(52)550'(6,*1*5283
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:25 PM$5&+,7(&785$/'(7$,/6$66(0%/< (;7(5,25352727<3($'8&,7<2)'8%/,1&$85 $' 60%: 60&'352727<3( ,1,7,$/68%0,77$/3" = 1'-0"AD-902COLUMN UPPER/BASE TRIM333" = 1'-0"AD-902PLASTER - INSIDE CORNER TRIM133" = 1'-0"AD-902PLASTER - OUTSIDE CORNER TRIM123" = 1'-0"AD-902WALL VENT413" = 1'-0"AD-902CEMENT PLASTER-CONTROL JOINT113" = 1'-0"A1-201AD-902TYP PLASTER WEEP SCREED DETAIL143" = 1'-0"AD-902CURB DETAIL343" = 1'-0"AD-902FIBER CEMENT-INSIDE CORNER TRIM233" = 1'-0"AD-902FIBER CEMENT-OUTSIDE CORNER223" = 1'-0"AD-902FIBER CEMENT MOUNTING PAD213" = 1'-0"AD-902GARAGE DOOR CURB513" = 1'-0"AD-905AD-902FIBER CEMENT DENTIL311 1/2" = 1'-0"AD-902THROUGH PENETRATION @ WALL543" = 1'-0"A1-202AD-902TYP SIDING WEEP SCREED DETAIL243" = 1'-0"A6-101AD-9021 HOUR PARTITION WALL433" = 1'-0"A6-101AD-902GARAGE DOOR FLASHING44DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRARRARRARRRRRRRRRRARRRARRRAFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTAFTTFFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFFFFFFFFFFFFFFFFFTTTTTTFFFFFFFFFFFFTTTTTTTTTTTTFFFTTFFFTFFTTTTFFTTTTTFFTTTDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDAFTRTADRRRRAAAAAAATRIM TO CONAONNECTIONTTFFTFR CEMENTFSEALATTFFTFTTFFTFRTICAL FTTTTTBOTH SIDTTTTTENT BOATFTTTTTFFFFFEQFFFFFDDDDDT DR DTDDDDDDDD5/8" TYPEDUB TYPE XDRTANT INTEDS W/ FIBEDAT KITCHEDRS AND ALL BATHROOM TDS & CEILINDDDG DT D&DLL DSDR DR DD DE.DDDDDDSTDFASTDAMOUNDTO PANELDFURR LOCADRNEEDED TO DOT REQUIREDDDL DND-DG DR DX. DS DETTTAFTTTAD-90212AAAAA3" = 1'-0"= 1'-0"AD-902FIBER CEMENT-OUTSIDE CORNERIBER CEMENT-OUTSIDE CORNER22FT125
ROOF RAFTERS/TRUSSES PER PLANRIDGE BOARD OR BEAM PER PLANROOF SHEATHINGROOFING UNDERLAYMENT CONTINUOUS NAILERROOFING PER ROOF PLANWALL FRAMING PER PLANSTUCCOWEEP SCREEDMETAL FLASHING. 26 GA. MIN.METAL COUNTER-FLASHINGROOFING PER ROOF PLANS O/ UNDERLAYMENT0' - 6"ROOF FRAMING0' - 6"1" RIGID INSULATIONWATER RESISTIVE BARRIER PER CRC 703.7.3ROOFING PER ROOF PLANS O/ UNDERLAYMENTVALLEY FLASHING MIN. 26 GA. CORROSION RESISTANT METAL O/ MIN. 36" WIDE UNDERLAYMENT CONISTING OF ONE LAYER MIN. 72 POUND MINERAL SURFACED NON-PERF. CAP SHEET COMPLYING WITH ASTM D3909 O/ COMBUSTIBLE DECKING [CRC R337.5.4]UNDERLAYMENT @ VALLEYROOF FRAMING, RE: STRUCTURAL12" MIN. OVERLAP18" MIN. OVERLAPMETAL CLIPROOFING PER ROOF PLANS0' - 4"0' - 4"0' - 2"SHEET METAL STEP FLASHING FOR EACH COURSE OF SHINGLES. 26 GA. MIN.MIN. NO. 30 ROOF UNDERLAYMENTSIDING TO COUNTERFLASH STEP FLASHINGUNDERLAYMENT TO LAP STEP FLASHINGWATER RESISTIVE BARRIER PER CRC 703.7.3VERTICAL FURRING STRIPS12" MIN. STARTER FELTGSM FLASHING W/ DRIP EDGE. 1" MIN. VERTICALALUMN. GUTTER, RE: ROOF PLANSEXTERIOR FINISH PER ELEVATIONFASCIA, RE: ELEVATIONSHARDIE OR STUCCO SOFFIT PANEL W/ NO EAVE VENTS2X4 TRIM @ HARDIE SOFFIT SENARIO, AND @ HARDIE SIDINGWATER RESISTIVE BARRIER PER CRC 703.7.32X VENT BLK'GTYP. EAVE0' - 10"HEEL PER ELEVROOFING PER ROOF PLANSNOTES:1. PRE-PRIME ALL SIDES OF BRACEFRAMING PRIOR TO INSTALLATION. TYPICAL2. A SELF SEALING MEMBRANE SHALL BEINSTALLED BEHIND WALL TRIM & EXTEND 6" BEYOND WALL TRIM AND 4" MIN. LAP O/WEATHER BARRIER3. CAULK AROUND TOP & SIDES OF 4X ATWALL PENETRATION.FASCIA, RE: ELEVATIONSLEDGER2X BLOCKINGROOF UNDERLAYMENT O/ GSM DRIP EDGE FLASHING2X T&GROOF SHEATHING4X8 SHAPED BEAM TO SUPPORT U.N.O REFER TO STRUC4X6 WOOD KICKER BRACELAGS WITH EMBEDMENT PER STRUCTURAL DETAIL7"4X8 WOOD BEAMFINISH PER ELEVATIONSFLASHING COLLAR. SEE DETAIL 54/AD-901MIN.0' - 1 1/2"4X6 RS EXPOSED RAFTER TAIL SECURED INTO EAVE BLOCKING. SEE RIGHT DRAWINGS FOR PROFILE PER DESIGN SCHEME. REFER TO STRUC. FOR NAILING AND SIZING2X FASCIA PER ELEVATIONSHARDIBOARD SOFFIT2X FINGERS AT 48" O.C.PLYWOOD, WHERE OCCURS2X6 WOOD TRIM4X4 KICKER AT 45 DEGREES4X8 R.S. OUTRIGGER W/ 1/2" CHAMFER @ ENDNOTES:1. PRE-PRIME ALL SIDES OF BRACE PRIOR TO INSTALLATION.2. A BITUTHENE MEMBRANE SHALL BE INSTALLED BEHIND 4X6 BRACE W/ 4" LAP MIN.WALL FRAMINGSIDINGSIDE VIEW8"1' - 6"G.I. WATERTABLECOUNTERSUNK LAG BOLT2" VERTICAL LATTICE VERTICAL FURRING STRIPSFIBER CEMENT LAP SIDINGMETAL FLASHING. 26 GA. MIN.METAL COUNTER-FLASHINGROOFING PER ROOF PLANSO/ UNDERLAYMENTROOF FRAMING0' - 6"WATER RESISTIVE BARRIER PER CRC 703.7.3ROOFING PER ROOF PLANS26 GA GSM EDGE FLASHING 3" MIN. LAP OVER UNDERLAYMENT & 1" MIN. VERTICAL LAP OVER BARGEBOARD2X4 OUTLOOKER @ 24" O.C. MAX.2X8 SHAPED BARGE FASCIAPLYWOOD SHEATHINGFINISH PER ELEVATIONS2X8 TRIM2X T&G W/ NO VENTINGTRUSS PER STRUCTURALWEATHER BARRIER6x8 DECORATIVE OUTLOOKER 2x6 FLAT OUTRIGGERS PER STRUC12" MIN. STARTER FELTGSM FLASHING W/ DRIP EDGE. 1" MIN. VERTICALALUMN. GUTTER, RE: ROOF PLANSEXTERIOR FINISH PER ELEVATION2x6 FASCIA2x T&G W/ NO VENTING2X4 TRIM @ HARDIE SOFFIT SENARIO, AND @ HARDIE SIDINGWEATHER BARRIERPER ROOF PLANHEEL PER ELEVROOFING PER ROOF PLANS2X VENT BLK'GFLAT TILE0' - 4"0' - 4"0' - 6"26 GA. G.I. CHANNEL FLASHINGMIN. NO. 30 ROOF UNDERLAYMENT26 GA. "Z" FLASHING UNDER BLDG. PAPER TO OVERLAP CHANNEL FLASHINGUNDERLAYMENT TO LAP STEP FLASHINGFINISH, RE: ELEVATIONS0' - 2"2X BLOCKING @ FLASHINGROOFING PER ROOF PLANS26 GA GSM EDGE FLASHING 3" MIN. LAP OVER UNDERLAYMENT & 1" MIN. VERTICAL LAP OVER BARGEBOARD2X4 OUTLOOKER @ 24" O.C. MAX.2X8 SHAPED BARGE FASCIAPLYWOOD SHEATHINGFINISH PER ELEVATIONS2X8 TRIM2X T&G W/ NO VENTINGTRUSS PER STRUCTURALWEATHER BARRIER6x8 DECORATIVE OUTLOOKER 2x6 FLAT OUTRIGGERS PER STRUC12" MIN. STARTER FELTGSM FLASHING W/ DRIP EDGE. 1" MIN. VERTICALALUMN. GUTTER, RE: ROOF PLANSEXTERIOR FINISH PER ELEVATION2x6 FASCIAHARDIE PANEL/ NO VENTING2X4 TRIM WEATHER BARRIERPER ROOF PLANHEEL PER ELEVROOFING PER ROOF PLANS2X VENT BLK'G%««««««««««01'.0#4)4'0«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
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:26 PM$5&+,7(&785$/'(7$,/6522)352727<3($'8&,7<2)'8%/,1&$85 $' 60%: 60&'352727<3( ,1,7,$/68%0,77$/1" = 1'-0"AD-903HIP/RIDGE311 1/2" = 1'-0"AD-903HEADWALL FLASHING @ PLASTER431 1/2" = 1'-0"AD-903VALLEY FLASHING323" = 1'-0"AD-903SIDEWALL FLASHING @ LAP SIDING341 1/2" = 1'-0"D-99 AD-903EAVE OVER BEAM241" = 1'-0"AD-903SHED ROOF W/ KICKER233/4" = 1'-0"AD-903TYP. BRACE-EAVE@GABLE421 1/2" = 1'-0"AD-903HEADWALL FLASHING @ LAP SIDING331 1/2" = 1'-0"A1-121AD-903RAKE @ PLASTER111 1/2" = 1'-0"A1-121AD-903EAVE @ PLASTER133" = 1'-0"AD-903SIDEWALL FLASHING-PLASTER441 1/2" = 1'-0"A1-121AD-903RAKE @ FIBER CEMENT211 1/2" = 1'-0"A1-121AD-903EAVE @ FIBER CEMENT22DRDDDDDDDDDDDDDDDDDDDDDDRDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRARRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAAAAAAAAAAAAAAARAAARAFTFFAFFFFFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFFFFFFFFFFFFFFFFAAFAFFFFFFFFFFFFFFFFFTAFTFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFTTFFFFFFFFFFFFFFFFFFTARDRAFTDDDMING PER DDDDDCODDDDDEEP SCREEDDDDMETAL FLASHDDDMETAL CODDDDDROODDDDDDDINSULATIODDDDDESISTIVE BD703.7.3AAAUNDERLAYMENTAYY@ VALLEYAAAAAROOF FRAMING, ARE: STRUCTURALRAAAAARARAAAAARTTTNOTES:1. PRE-PRIME ALL SFRAMING PRIOR TOTYPICAL2. A SELF SEALING INSTALLED BEHIND6" BEYOND WALL TRO/WEATHER BARRI3. CAULK AROUND TWALL PENETRATIOTIA RE: ELFFFFTFFFFTUNDERLAYMENT O/ GSM TFFFFTFFFFTDDDDDES OF DMBRANE DD BEHINDDP MIN.DDDDDRAMINGDDDDDSIDINGDDRRARAAVERTICAL FURRING STRIPSRRARAAFIBRRARAAMARAAAAAAAAAAARRARAAWATER RESISTIVE BARRIER APER CRC 703.7.3FFTFTTNISH PERTTTRAFTTT2X4 TRIM TFTTARRIERRRRRRR1 1/2" = 1'-0"1 1/2" = 1AD-903AD-9033AVALLEY FLASHINGVALLE3232RA1'-0"1'-0"P. BRACE-EAVE@GABLEP. BRACE-EAVE@GABLEDRTTTTTAA1-121AD-90313AAAAA1 1/2" = 1'-0"1/2" = 1'-0"A1-121AD-903EAVE @ FIBER CEMENTAVE @ FIBER CE22FT126
REF TO STRUCPER PLAN6x6 MIN. POST. REFER TO STRUC.SEE DETAIL 12/D-06SEE DETAIL 12/D-060' -5 1/2"0' - 5 1/2"HDR HTPER ELEVTOP PLAN VIEWPLAN VIEWFRONT/SIDE ELEVATIONHT OF FLATWORKMIN0' - 4"0' - 1"8MIN.0' - 8"HT OF EARTHPOSTS AND COLUMNS THAT ARE EITHER EXPOSED TO THE WEATHER OR LOCATED IN BASEMENTS OR CELLARS, SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS, SHALL BE PROJECTED AT LEAST 1 INCH ABOVE THE SLAB OR DECK AND 8 INCHES ABOVE EXPOSED EARTH AND SHALL BE SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER (ALTERNATE, PROVIDE A PRESERVATIVE-TREATED WOOD POST OR COLUMN). 2304.12.2.2 & EXCEPTION 1 CBC1" min.REF TO STRUCPER PLAN6x6 MIN. POST. REFER TO STRUC.PORCH / WALKWAY3x HARDIE TRIMSTONE CAPSTONE VENEERRAISED FOOTINGSHEATHING2x FRAMINGPOST BASE PER STRUC. TOP PLAN VIEWPLAN VIEWFRONT / SIDE ELEVATIONTOP OF COLUMNPER ELEV1x3 FIBER CEMENT TRIM1' - 4"0' - 5 1/4"0' -5 1/4"6X POSTSTONE VENEER2X FRAMING0' - 8"0' - 8"1' - 4"0' - 8 1/2"0' - 8 1/2"3x HARDIE TRIM6x6 MIN. POST. REFER TO STRUC.2x FRAMINGSHEATHINGTREATED SILL(U.N.O. PER ELEVATIONS)8' - 0"POSTS AND COLUMNS THAT ARE EITHER EXPOSED TO THE WEATHER OR LOCATED IN BASEMENTS OR CELLARS, SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS, SHALL BE PROJECTED AT LEAST 1 INCH ABOVE THE SLAB OR DECK AND 8 INCHES ABOVE EXPOSED EARTH AND SHALL BE SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER (ALTERNATE, PROVIDE A PRESERVATIVE-TREATED WOOD POST OR COLUMN). 2304.12.2.2 & EXCEPTION 1 CBC6x6 MIN. POST. REFER TO STRUC.BOTT OF BEAMPER ELEVPORCH/WALKWAY1x6 HARDIE TRIMSTONE CAPVENEERRAISED FOOTINGSHEATHINGPOST BASE PER 9' - 1"TOP PLAN VIEWPLAN VIEWFRONT /SIDE ELEVATION0' - 1 1/2"0' - 5 1/2"0' - 1 1/2"STONE CAP6X6 MIN. POSTVENEER O/ MORTAR O/ WEATHER BARRIER O/ SHEATHINGSINGLE PIECE GSM FLASHINGSINGLE PIECE GSM FLASHINGCOLUMN WRAP GSM FLASHINGCOLUMN WRAP GSM FLASHINGCAULK BEHIND FLASHING AND AROUND COLUMN4" LAP*SOLDER ALL SEEMS0' - 1"STONE CAP6x6 MIN. POST. REFER TO STRUC.1x6 HARDIE TRIM0' -5 1/2"HT OF STONE VENNER CAP4' - 0"POSTS AND COLUMNS THAT ARE EITHER EXPOSED TO THE WEATHER OR LOCATED IN BASEMENTS OR CELLARS, SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS, SHALL BE PROJECTED AT LEAST 1 INCH ABOVE THE SLAB OR DECK AND 8 INCHES ABOVE EXPOSED EARTH AND SHALL BE SEPARATED BY AN IMPERVIOUS MOISTURE BARRIER (ALTERNATE, PROVIDE A PRESERVATIVE-TREATED WOOD POST OR COLUMN). 2304.12.2.2 & EXCEPTION 1 CBCKEEP LINING FLUSH W/ FACE OF STUDS OR FURRINGFUR OUT OR NOTCH STUDS TO RECEIVE LININGMORTAR SETTING BED W/ APPLIED WATERPROOFING ADDITIVE3'X3' 13 GAUGE WELDED STEEL MESH (OR EQUAL) SET APPROX. CENTER OF BEDFLANGE OF APPLIED TYPE SUB DRAIN SET EXACTLY LEVEL W/ SUBFLOOR W/ CLAMPING RING OR OTHER DEVICE TO MAKE TIGHT CONNECTION W/ RECEPTOR LININGNOTE: REFER TO C.P.C. FOR COMPLETE INFORMATIONRECEPTOR LINING MUST EXTEND 3" (76.2 mm) ABOVE TOP OF FINISHED DAM AND OUTWARD ON FACE OF ROUGH JAMBFINISH HEIGHT OF DAM TO BE AT LEAST 2" (50.8mm) ABOVE HIGH POINT OF DRAINRECEPTOR LINING TURNED OVER DAM & THOROUGHLY TACKED OUTSIDE. NO PUNCTURES LESS THAN 1" ABOVE THE FINISHED DAM OR THRESHOLD ON THE INTERIOR AND TOP OF DAM OR THRESHOLDRECEPTOR LINING SHALL BE PITCHED NOT LESS THAN 1/4" PER FOOT (20.8mm/M) TO WEEP HOLES IN DRAINMIN. OF 0.05 INCH THICKNESS STRAINERRECEPTOR LINING 3 LAYERS OF 15 LB ASPHALT SATURATED ROOFING FELT, EACH LAYER THOROUGHLY MOPPED W/ HOT ASPHALT, ALL CORNERS THOROUGHLY WATER TIGHT BY LAPPING AND FLASHING (OR APPROVED EQUAL) AND REINFORCED W/ 50LB TEAR STRENGTH WOVEN GLASS FIBER WEBBING HOT MOPPED IN PLACE AND EXTENDING 4" IN ALL DIRECTIONS FROM EACH CORNERFINISH FLOOR TO HAVE 1/4" MIN. TO 1/2" MAX SLOPE OT DRAIN PER FOOT30" MIN. INSIDE DIM.THE GREAT OUTDOORS - WALL MOUNT KIRKHAM ASPEN BROZE (8102-A138-L) OR EQUAL DARK SKY COMPLIANT FIXTURE PER ZONING REGULATIONS SECTION 17.70.100. *ALL EXTERIOR LIGHTING MUST BE DARK SKY COMPLIANTFORTE LIGHTING - BLACK FINISH WITH HONEY GLASS PANELS OR EQUAL DARK SKY COMPLIANT FIXTURE PER ZONING REGULATIONS SECTION 17.70.100. *ALL EXTERIORLIGHTING MUST BEDARK SKY COMPLIANT0' - 5 1/2"0' - 11 1/4"26 GA. GSM FLASHING W/ DRIP EDGE @ EXPOSURE 0' - 4"0' - 7 1/4"4 5 .0 0 °0' - 3"0' - 1 1/2"0' - 9 1/4"@ EA. END6" LAPPROVIDE SLOPE FOR DRAINAGEPRIMED 2X10PRIMED 1X426 GA. GSM FLASHING & COUNTER FLASHING W/ DRIP EDGEWD 4x6WD 4x4WD 1x40' - 5 1/2"1' - 5"0' - 5 1/2"2' - 4"45 .0 0 °0' - 3 1/2"2' - 0"26 GA. GSM FLASHING W/ DRIP EDGE @ EXPOSURE0' - 5"0' - 9 1/2"MAXIM LIGHTING - WHISPER DARK SKY EE 1-LIGHT OUTDOOR WALL LATERN OR EQUAL (8639BZ)*ALL EXTERIORLIGHTING MUST BEDARK SKY COMPLIANTDIA.0' - 6"0'-7" O .C .0'-7" O.C.%««««««««««01'.0#4)4'0«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
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:27 PM$5&+,7(&785$/'(7$,/6352727<3($'8&,7<2)'8%/,1&$85 $' 60%: 60&'352727<3( ,1,7,$/68%0,77$/3/4" = 1'-0"D-99 AD-904POST-CONTEMPORARY STYLE433/4" = 1'-0"D-99 AD-904POST- SPANISH STYLE443/4" = 1'-0"D-99 AD-904POST-TRADITIONAL STYLE54 5HYLVLRQ 12" = 1'-0"AD-904SHOWER-HOT MOP RECEPTOR241 1/2" = 1'-0"AD-904TYP. CONTEMPORARY LIGHT FIXUTRE231 1/2" = 1'-0"AD-904TYP. TRADITIONAL LIGHT FIXTURE221 1/2" = 1'-0"AD-904TYP. 6X12 BEAM PROFILE121 1/2" = 1'-0"D-99 AD-904TRIM PROFILE131 1/2" = 1'-0"A1-201AD-904TYP. EAVE BRACE - SCHEME A111 1/2" = 1'-0"AD-904TYP. SPANISH LIGHT FIXTURE211 1/2" = 1'-0"A1-201AD-904DECORATIVE SPANISH TILE VENT31DRDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRARRRRRRRRRRRRRRRRRRRRRRAAAAARARRRRRRRRRRAAAAAAAAAAAAAAAAARARRRRRRRRRRAFTAAAFTAAAAAAFFFFFTARAFTRRRAA6x6 MIN. POST. REFER TO ASTRUA2/DA-A06AHAPEDDDD. POST. RDDDDDDTHINGDDAFTDDMINGDDDDDDD1x3 FIBER C*ALL EXTERIORLIGHTING MUST BEDARK SKY COMPLIANTTFORTE LIGHTING -BLACK FINISH WITH HONEYTE LIGHTING - BLACK FINISH WITH HONEY GLASS PANELS SS PANELS OR EQUAL DARK SKY COMPLIANT FIXTURE PER EQUAL DZONING REGULATIONS SECTION17.70.100. NG REGTTAAAAA1 1/2" = 1'-0"/2" = 1'-0"AD-904TYP. TRADITIONAL LIGHT FIXTUREYP. TRADITIONAL LIGHT FIXTURE22FTTTTTTTAD-90412127
0' - 1 1/2"0' - 2 1/2"0' - 2 1/2"HALF OF WINDOW WIDTH + 3 1/2"0' - 3 1/2"0' - 3 1/2"0' - 3 1/2"WINDOW HEIGHT0' - 1 1/2"0' - 3 1/2"0' - 3 1/2"HALF OF WINDOW WIDTH + 3 1/2"0' - 3 1/2"0' - 3 1/2"WINDOW HEIGHTWATER RESISTIVE BARRIER PER CRC 703.7.3SHEATHING BEDDING SEAL UNDER FLASHINGCEMENT PLASTER FINISHSTUD WALL FRAMINGBATT INSULATIONADHERED MANUFACTORED STONE VENEERNOTE: SEE CBC SECTION 1403.6 FOR ANCHORED VENEER REQUIREMENTSADHERED MANUFACTURED STONE VENEER SUPPORT ANGLE --INSTALL IF REQUIRED PER THE STONE MANUFACTURER'S INSTRUCTIONSWHEN VENEER IS INSTALLED THE MINIMUM LATH REQUIREMENTS SHALL BE 2.5 lb OR 3.4 lb SELF-FURRING CORROSION RESISTANT LATH (ASTM 847) OR 18 GAUGE WOVEN WIRE MESH (ASTM 1032)MIN 6 IN. LAPSTONE CAP0 ' - 2 1 /2 "1' - 6"FASCIA PER ELEVFIBER CEMENT TRIMFIBER CEMENT TRIMEQ.EQ.EQ.EQ.EQ.0' - 1 1/2"31AD-902FASCIA PER ELEVFIBER CEMENT PANELFIBER CEMENT TRIM0' - 1 1/2"EQ.EQ.EQ.EQ.EQ.PER PLANNOTE:AT SCHEME B RUN TRIM VERTICALLY AS SHOWN BELOW0' - 1 1/2"EQ.EQ.EQ.EQ.EQ.FIBER CEMENT TRIMFIBER CEMENT TRIMBRACE WERE OCCURSAD-90411----SCHEME ASCHEME B541323/4" MIN.FIRE SIDEWOOD STUDS, GYPSUM BOARD AND CEMENT STUCCO1. WOOD STUDSNOMINAL 2X4 SPACED 16" O.C. WITH (2) 2X4 TOP PLATES (1) 2X4 BOTTOM PLATE. STUDS LATERALLY-BRACED BY WOOD STRUCTURAL PANEL SHEATHING (ITEM 5) AND EFFECECTIVELY FIRE STOPPED AT TOP AND BOTTOM OF WALL.2. GYPSUM BOARDANY CLASSIFIED 5/8" THICK, 48" WIDE, APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES 7" O.C. WITH 6D CEMENT-COATED NAILS, 17/8" LONG WITH 1/4" DIAM. HEAD.JOINTS AND NAILHEADS (NOT SHOWN) -WALLBOARD JOINTS COVERED WITH TAPE AND JOINT COMPOUND. NAIL HEADS COVERED WITH JOINT COMPOUND.3. BATTS AND BLANKETSMINERAL FIBER OR GLASS INSULATION, 3 1/2" THICK, PRESSURE FIT TO FILL WALL CAVITIES BETWEEN STUDS AND PLATES. MINERAL FIBER INSULATION TO BE UNFACED AND TO HAVE A MIN. DENSITY OF 3 PCF. GLASS FIBER INSULATION TO BE FACED WITH ALUMIUM FOIL OR FRAFT PAPER AND TO HAVE A MIN. DENSITY OF 0.9 PCF (MIN. R-13 THERMAL INSULATION RATING).FIBER SPRAYED -AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 4) -SPRAY APPLIED CELLULOSE INSULATION MATERIAL. THE FIBER IS APPLLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THEPRODUCT. NOMINAL DRY DENSITY OF 3.0 LB/CU.FT.4. WOOD STRUCTURAL PANEL SHEATHING MIN 7/16" THICK, 4 FT. WIDE WOOD STRUCTURAL PANELS, MIN. GRADE "C-D" OR "SHEATHING". INSTALLED WITH LONG DIMENSION OF SHEET (STRENGTH AXIS) OR FACE GRAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO STUDS. VERTICAL JOINTS CENTERED ON STUDS. HORIZONTAL JOINTS BACKED WITH NOMINAL 2X4 WOOD BLOCKING. ATTACHED TO STUDS ON EXTERIOR SIDE OF WALL WITH 6D CEMENT COATED BOX NAILS SPACED 6" O.C. AT PERIMETER OF PANELS AND 12" O.C. ALONG INTERIOR STUDS.5. EXTERIOR FACING INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION. ONE OF THE FOLLOWING EXTERIOR FACINGS IS TO BE APPLIED OVER THE SHEATHING. REFER TO PLAN FOR INFOEMATION:D. CEMENTITIOUS STUCCO -PORTLAND CEMENT OR SYNTHETIC STUCCO SYSTEM WITH SELF-FURRING METAL LATH OR ADHESIVE BASE COAT. THICKNESS FROM 3/8" TO 3/4", DEPENDING ON SYSTEM.H. FIBER-CEMENT SIDING -FIBER-CEMENT EXTERIOR SIDING INCLUDING SMOOTH AND PATTERNED PANEL OR LAP SIDING.U 356NOTE: AT INTERIOR WALL USE:5/8" SHEETROCKFIRECODE CORE PANELS, 5/8" SHEETROCK ULTRALIGHT PANELS FIRE CODE X OR5/8" FIBEROCK PANELS –2 X 4 WOOD STUD 16" OR 24" O.C.UL DES U305%««««««««««01'.0#4)4'0«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
65,*+76C:\Users\bwwalker\Documents\1778-01-PrototypeADUs_CDs_Central_bwwalkerLVF7H.rvt5/7/2021 5:17:28 PM$5&+,7(&785$/'(7$,/6237,21$/352727<3($'8&,7<2)'8%/,1&$85 $' 60%: 60&'352727<3( ,1,7,$/68%0,77$/1 1/2" = 1'-0"AD-905DECORATIVE SHUTTER-STYLE 1141 1/2" = 1'-0"AD-905DECORATIVE SHUTTER-SCHEME A243" = 1'-0"AD-905CEMENT PLASTER@ STONE VENEER331 1/2" = 1'-0"AD-905DECORATIVE GABLE VENT32OPTIONAL DETAILS:THESE DETAILS HAVE BEEN INCLUDED IN THE SET AS OPTIONAL DETAILS. THEY HAVE NOT BEEN DESIGNED AS PART OF THE PROTOYPICAL ELEVATIONS, BUT ARE PROVIDED AS OPTIONAL DETAILS IN ORDER TO CREATE FLEXIBILITY IN ALLOWING A HOMEOWNER THE ABILITY TO MATCH THERE EXISTING HOUSE STYLE.IF THE APPLICANT WISHES TO USE ANY OF THESE DETAILS AS PART OF THEIR PLAN SET, THEY MUST BE NOTED BY DETAIL NUMBER IN THE LOCATION THEY ARE INTENDED.*CONSULTATION WITH A DESIGN PROFESSIONAL MAY BE NECESSARY IN ORDER TO ALTER OR ADJUST THE PROTOTYPICAL PLANS.3" = 1'-0"AD-9051-HR EXTERIOR RATED WALL ASSEMBLY44DRAFTRAFTTTTRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRARADDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDATRRAFTTTTTTTTTTTAAAAAAAAAA0' - 1FFFFTTTTRAFTFFFFFFFFFTTTTTTTTTFTTTTTFFFFFTTTRRARAATER RESISTIVE BARRIER APER CRC 703.7.3RRRAASHEATHING AAABEDDRRRAACEMENT PRRRAASTUD WARRRAABATT INAAAADHAVENARRRRRRRRRRRRRRRR0' - 1 1/2"AAAD-90411AAA----AARARRRRRAAAAARRRRRAAAAASCHEME ASCHEME ASCHEME BSCHEME BDDDDDD3DDD2FIRE SIDEE SIDEOOD STUDS, GYPSUM BOARD AND CEMENT STUCCOOOD STUDS, GYPSUM BOARD AND CEMENT STUCCOD4 SPACED 16" O.C. WITH (2) 2X4 TOP PLATES (1) 2X4 BDDS LATERDDTRUCTURAL PAD(ITEM 5) AND EFFECECTIVELY FIRE STOPPED AT TDWALL.DFIED 5/8" THICK, 48" WIDE, APPLIED VRRRRRRR1 1/2" = 1'-0"1 1/2" = 1'-0"AD-905AD-9055ADECORATIVE GABLE VENTDECORATIVE GABLE VENT3232RAFT128
DETAIL REFERENCE BUBBLE WITH LEADERDRAG STRUT CONNECTIONMOMENT CONNECTIONWIDE FLANGE STEEL COLUMNNUMBER OF EVENLY SPACEDSTEEL HSS TUBE COLUMNWELDED WIRE FABRICELEVATION OF WALL OR FRAMESLOPED SURFACEINDICATES SAND OR GROUTINDICATES GRAVELEARTH LAYERNORTH ARROWSLOPEFULL HEIGHT SECTION INDICATORDETAIL REFERENCE BUBBLEBEAM CAMBER AT MID-SPANSPECIAL STUD SPACING SEE TYPICALDOUBLE ANGLE BRACESTEEL IN CROSS SECTIONFULL HEIGHT STIFFENER CONNECTIONSTEPPED FOOTINGTOP/BOTTOM OF ELEVATIONSTOP OF STEEL ± ELEVATIONMEMBER SPLICESTEEL HSS OR PIPE COLUMN(WWF LAYER)STEPPED SURFACE; FLOOR DEPRESSIONANGLE BRACESHEAR STUDSSTEEL DETAILS-S-BOT OFEL = (-X'-X")BOTTOM STEPPED FOOTINGWOOD POSTXXX'-X"INDICATES SHEAR WALL TYPE AND LENGTH, PER SHEAR WALL SCHEDULEINDICATES HEADER @ OPENING PER HEADER SCHEDULEINDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENERXXINDICATES BEARING WALLSHADED AREA INDICATES CALIFORNIA FRAMINGSHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVEINDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOISTXXINDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENTINDICATES TOP PLATE SPLICE NAILING PER SCHEDULEINDICATES PAD FOOTING TYPE PER SCHEDULE1xINDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULEXF1SHEET INDEX SYMBOLSWALL TYPESABBREVIATIONSINDICATES BEARING CMU WALL BELOWINDICATES BEARING CMU WALL ABOVEINDICATES NON-BEARING CMU WALL BELOWINDICATES NON-BEARING CMU WALL ABOVEINDICATES EXISTING BEARING CMU WALLINDICATES BEARING CONCRETE WALL BELOWINDICATES EXISTING NON-BEARING CMU WALL INDICATES NON-BEARING CONCRETE WALL BELOWINDICATES BEARING CONCRETE WALL ABOVEINDICATES NON-BEARING CONCRETE WALL ABOVEINDICATES EXISTING NON-BEARING CONCRETE WALLINDICATES BEARING WOOD WALL BELOWINDICATES BEARING WOOD WALL ABOVEINDICATES PLYWOOD SIDE FOR SHEARWALLINDICATES NON-BEARING WOOD WALL BELOWINDICATES NON-BEARING WOOD WALL ABOVEINDICATES EXISTING BEARING WOOD WALL INDICATES EXISTING NON-BEARING WOOD WALL INDICATES EXISTING BEARING CONCRETE WALLKSIFOOTINGHEIGHTINCLUDEINFORMATIONINCLINFOJSTINSPINTJOINTJOISTKIPS IDI-JSTINIFHTINCHGRADE BEAMHORIZONTALGROUNDHIGH POINTH or HORIZHPGBGRNDFACE OF MASONARYFOOT; FEETFOMFJELEVATOREDGE NAILEMBEDMENTEXISTINGEXTERIOREACH WAYEQUAL OR EQUIVALENTEXIST or (E)FDNEWELEVESEQUIPEQSTRUCTURAL STEEL SHAPESWT, ST, MTMC AMERICAN STD CHANNEL SHAPEMISC CHANNEL SHAPETHRUTHKT & GT & BTOCTOTBSTRUCTSTIFFSTLSWTHREADEDTEMPERATURE; TEMPORARYSTIFFENERSSTEELSTANDARDAMERICAN WOOD PRESERVERS ASSOCIATIONCONSTRUCTION JOINT; CONTROL JOINTCOMPLETE JOINT PENETRATION WELDDIAPHRAGMDRAWINGDIAMETERDOWELEACH FACEELEVATIONEFELDWLEACHDIMDIAGCONTRACTORCONSTRUCTIONCUBIC FOOTPENNY (NAIL OR BAR DIA)CONNECTION; CONNECTCONCRETEDBLCU FTdDETAILCONSTRCONTRCJP CONTCONNCONCBEARINGCENTER OF GRAVITYCENTER TO CENTERCANTILEVERCAMBERCOMPRESSIONCOLUMNCONCRETE MASONRY UNITCLRCOMPCMUCJCLBTWNBLOCKINGBNBMBLOCKBLDGASTMAITCSPECSSNSPCGSHTGSEPPSIPVMT#PSLSHEATHINGSHEETSECTIONPARTIAL JOINT PENETRATION WELDREINFORCE; REINFORCINGPARALLEL STRAND LUMBERPAVEMENTREFERENCEREQUIREDPLATE WASHERPREFABRICATEDPLYWOODORIGINALODPI LPCOPPNO or #OC MIN(N)MFRPONDS PER LINEAL FOOTPROPERTY LINEPERPENDICULARADDLAPPROXIMATEARCHITECTURAL; ARCHITECTADJACENTARCHAPAAESSALUMALTADJANCHOR BOLTAMERICAN CONCRETE INSTITUTE ABLINEAL FOOTPOUND(S)LOW POINTLEVEL OR LAMINATED VENEER LUMBERMACHINE BOLTMASONRYMATERIALLINEAL; LINEARLONG SLOTTED HOLESLONG LEG VERTICALLFLT WTMASMAXMATLLVLLLVLLHAMERICAN PLYWOOD ASSOCIATION)KIPS PER SQUARE INCHFTGHORIZONTALLY SLOTTED HOLESHSHINSIDE DIAMETERINSIDE FACEI-JOISTINSPECTIONINTERIORJTKGALVANIZEDHANGERHEADERGLUED LAMINATED BEAMHGRHDRGRGLB GALVGAGRADEGAUGEFACE OF CONCRETEFIELD NAILFLANGEFLOOR JOISTFRAMINGFACE OF WALLFACE OF STUDFTFRMGFOWFOSFNFOCFLGFLRFINFLOORFINISHENGINEEREACH SIDEEQUIPMENTFOUNDATIONEXTENGRENEMBEDTYPICALTYPPIPE-XPIPE-XXHSSCPIPE LWWWFWDWPW/OW/UNO VSH VERT UTDBL EXTRA STRONG PIPE SHAPEEXTRA STRONG PIPE SHAPEHOLLOW STRUCTURAL SECTIONSTANDARD PIPE SHAPESTRUCT TEE SHAPEANGLE SHAPEW SHAPEWELDED WIRE FABRICWORK POINT; WATERPROOFWOODWITHOUTWITHVERTICAL SLOTTED HOLESULTRA-SONIC TESTUNLESS NOTED OTHERWISEVERTICALTOP or TTHRTOWTOSTOFTEMPSTIRRSYM SSSSLSTGRSTDSQ TOP OF STEEL/TOP OF SLABTOP OF CURB; TOP OF CONCRETETHICKNESS/THICKTHROUGHTOP OF WALLTOPTOP OF FOOTINGTONGUE & GROOVETOP AND BOTTOMTOP OFTIE BEAMSYMMETRICALSHEAR WALLSTRUCTURALSTIRRUPSHORT SLOTTED HOLESSTAINLESS STEELSTAGGERSQUAREAWPAAMERICAN SOCIETY FOR TESTING MATERIALSAMERICAN INSTITUTE OF TIMBER CONSTRUCTIONDOUGLAS FIR/LARCHDFDIMENSIONDIAGONALELECTRICALEXPANSION JOINTDWGELECEJEADIAPHDN DOWNCENTERDEPARTMENTDOUBLECOUNTERSINK; COUNTERSUNKCONTINUE; CONTINUOUSCTRDEPTDETCTSKBETWEENCLEARANCE; CLEARCENTER LINECAST-IN-PLACECOLCIPBRGCAM OR CCANT CGCCBUILDINGBOUNDARY NAILBOTTOMAMERICAN WELDING SOCIETYBLKBOT OR BBRCBLKGBRACEBEAMAWSSOG SIMSCHEDRFØSHTSECTREINFREFREQDPREFABPLYPTPWPSFPJPPROPSPECIFICATIONSSLAB ON GRADESHEAR NAILSPACINGSIMILARROUND; DIAMETERROOFSEPARATIONSCHEDULEPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOUND; NUMBERPRESSURE TREATEDPROPERTYMECHANICALNEWNORTHON CENTERNOT TO SCALENUMBEROPENINGOPPOSITEOUTSIDE FACEORIENTED STRAND BOARDOPPOSITE HANDMINIMUM; MINUTEOUTSIDE DIAMETERMISCELLANEOUSMANUFACTURERPARA OR //PLF PLPLCSP OR PL.PERPOPNGOSBORIGOHOFNTSMECHMISCNPLYWOOD INDEXPRECAST; PIECEPLATEPLACESPARALLELARCHITECTURAL EXPOSED STRUCTURAL STEELAMERICAN NATIONAL STANDARDS INSTITUTEAMERICAN INSTITUTE OF STEEL CONSTRUCTIONADDITIONALANCHORALTERNATEALUMINUMAPPROVEDENGINEERED WOOD ASSOCIATION (FORMERLY THEANCHAPPROXAPPVDANSIAISCACILIGHTWEIGHTMAXIMUMLONG LEG HORIZONTALMBLPLSHLINLB(S) OR #DIA OR ØLAMINATED STRAND LUMBERLSLABOVE AND BELOWA & BRR ROOF RAFTERPOST ABOVEPAFLOOR TIE ABOVEFTAKING POSTKPWO WHERE OCCURSABOVEABVKING STUDKSTS TRIMMER STUDINDICATES CONTINUOUS FOOTING TYPE PER SCHEDULEC1S6-101\\corp\rrm\on-site\1600\1778-01-UR19-Dublin-Citywide-Multifamily-Design-Standards\Structural\ConDocs\Sheet-Files\S6\1778-01-UR19 - S6-101.dwg, S6_101, May 07, 2021 3:24pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO.REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAJ. LONG M. DOREMUSJ. MEADOWSPRELIMINARYNOT FOR CONSTRUCTIONCD PROTOTYPE - INITIAL SUBMITTALS6-101 SHEET INDEX, ABBREVIATIONS & SYMBOLSS6-102 GENERAL NOTESS6-103 GENERAL NOTESS6-104 FOUNDATION & ROOF FRAMING PLANS6-201 SHEET INDEX, ABBREVIATIONS & SYMBOLSS6-301 TYPICAL CONCRETE DETAILSS6-311 CONCRETE DETAILSS6-401 TYPICAL WOOD DETAILSS6-402 TYPICAL WOOD DETAILSS6-403 TYPICAL WOOD DETAILSS6-404 TYPICAL WOOD DETAILSS6-421 ROOF FRAMING DETAILSWIDE FLANGE STEEL COLUMNSTEEL HSS TUBE COLUMNSTEEL HSS TUBE COLUMNDDDDDDDDDDDDDDDDDDDDSTEEL HSS OR PIPE COLUMNOLUMNDDDWOOD POSTDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRAFTDRAFTFABBREVIATIONSABBREVIATIOFFFFFFINDICATES EXISTING NON-BEARING CONCRETE WALLEXISTING NON-BEARING CFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFINDICATES EXISTING BEARING CONCRETE WALLINDICATES EXISTING BEARING CONCRETE WALLFFFF129
S6-102GENERAL1. DIMENSIONS SHALL BE DEFINED TO INCLUDE BOTH HORIZONTAL DIMENSIONS AND VERTICAL DIMENSIONS(ELEVATIONS).2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS.3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT NOTED ON STRUCTURAL DRAWINGS.4. SEE ARCHITECTURAL DRAWINGS FOR FINISH FLOOR ELEVATIONS.5. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND/OR ROOF ELEVATIONS.6. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THEARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.DIMENSIONS1. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING:A. DESIGN LATERAL SOIL LOADS ARE IN ACCORDANCE WITH 2019 CBC TABLE 1610.1B. ALLOWABLE FOUNDATION BEARING AND LATERAL PRESSURES ARE IN ACCORDANCE WITH2019 CBC TABLE 1806.2C. VALUES LISTED SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER AS REQUIRED BY THEBUILDING OFFICIAL2. SPREAD OR CONTINUOUS FOOTINGS:NOTES:A. THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OFSHORT DURATION SUCH AS WIND OR SEISMIC FORCES.B. THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCEAND PASSIVE RESISTANCE .C. THE UPPER 6 INCHES OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHENCALCULATING PASSIVE RESISTANCE.3. WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALLCRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATIONPROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES,STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.4. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATERAND/OR SEEPAGE.5. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIORTO PLACING CONCRETE AND REINFORCING.6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITSAND INSTALLATION OF SUCH BRACING.7. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLYCOMPACTED IN LAYERS IN ACCORDANCE WITH THE STANDARDS OF CONSTRUCTION. FLOODING WILL NOTBE PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIAL. IFREQUIRED BY THE BUILDING OFFICIAL, A GEOTECHNICAL ENGINEER SHALL PROVIDE INSPECTION PER 1705.6.8. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTOUNDISTURBED SOILS.ELEMENTALLOWABLE BEARINGCAPACITY (PSF) AALLOWABLE LATERAL RESISTANCE BPASSIVE RESISTANCE(PSF/FT BELOWGRADE)COHESION (PSF)CONTINUOUSFOUNDATIONS1,500100 120FOUNDATIONEXISTING CONDITIONS1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENTKNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECTAND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FORNEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.EXISTING UNDERGROUND UTILITIES1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THECONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANYSUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TOEXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWOWORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.DEMOLITION1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A WAY AS NOT TO DAMAGE EXISTING ELEMENTS, WHICHARE TO REMAIN IN THE FINISHED STRUCTURE.2. ALL ELEMENTS OF THE STRUCTURE, WHICH ARE TO REMAIN, AND WHICH ARE DAMAGED DURING DEMOLITIONWORK SHALL BE REPLACED AT NO ADDITIONAL COST. EXISTING ELEMENTS SHALL BE PROTECTED TO THEFULLEST EXTENT POSSIBLE, IN ORDER TO MITIGATE DAMAGE.3. CONTRACTOR IS REPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL EXISTING ELEMENTS THAT ARENECESSARY FOR THE INSTALLATION OF ALL NEW WORK.4. WHERE EXISTING PARTITION WALLS ARE TO BE DEMOLISHED, CONTRACTOR SHALL VERIFY WALLS ARENON-BEARING PRIOR TO DEMOLITION. IF WALLS ARE FOUND TO BE BEARING, CONTRACTOR SHALL NOTIFYARCHITECT IMMEDIATELYMATERIAL ASTM STANDARDPORTLAND CEMENT (TYPE II)AC150CONCRETE AGGREGATES (HARDROCK)C33CONCRETE AGGREGATES (LIGHTWEIGHT)CC330WATERBC1602COAL FLY ASH OR POZOLLAN (CLASS F)C618NATURAL OR MANUFACTURED SAND C33CONCRETELOCATION IN STRUCTUREMINIMUM STRENGTH(PSI)DENSITY (PCF)MAX SLUMP(IN±1)MAXWATER/CEMENTRATIOFLY ASHBY WT(MAX)CONCRETEFOUNDATIONS, GRADEBEAMS, TIE BEAMS2,50015040.5 0.15CONCRETE SLAB ONGRADE2,50015040.45 0.15STAIRS ON GRADE, CURBSAND OTHER NON-STRUCTURAL CONCRETE2,50015040.5 0.151. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THEPROVISIONS OF ACI 318-14.2. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:A. FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-14 TABLE19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH THE BUILDING OFFICIAL.B. WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENTRATIO BE EXCEEDED.C. PUMICE AGGREGATE SHALL NOT BE USED.3. CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-14, WHICH REFERENCESACI 301-10 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVESTRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACOORDANCE WITH ACI 301-10 ARTICLE 4.2.3.4.SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):4. READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANC.E WITH THE REQUIREMENTS OFASTM C94 OF C685.5. DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-14 ANDPROJECT SPECIFICATIONS.6. ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED ANDROUGHENED TO 1/4" AMPLITUDE.7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED INPOSITION PRIOR TO PLACING CONCRETE.8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUTANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THEDRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.9. PIPES EMBEDDED IN CONCRETE:A. CONCRETEa. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETEEXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.b. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.c. DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.1. REINFORCING BARS SHALL BE ASTM A615, GRADE 60 AND CONFORM TO THE REQUIREMENTS OF CHAPTER 19OF THE CODE AND WITH THE PROVISIONS OF ACI 318-14.2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCINGBAR BENDS SHALL BE MADE COLD.3. WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDEDDEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS ANDALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-14 SECTION25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.4. REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTALBARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.A. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-14SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.5. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE THE CONCRETE ISPLACED AND SHALL BE SECURED AGAINST DISPLACEMENT DURING CONSTRUCTION WITHIN PERMITTEDTOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPERDISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS,REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATESTEDITION.6. CONCRETE PROTECTION FOR REINFORCEMENTTHE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FORREINFORCEMENT IN CAST-IN-PLACE CONCRETE (NON-PRESTRESSED):MINIMUM COVER, IN.A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH3B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO.6 THROUGH NO. 18 BAR NO.5 BAR, W31 OR D31 WIRE & SMALLER21 12"C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: NO.14 AND NO.18 BARS NO.11 BAR & SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS1 12"34"1 12"REINFORCING STEEL1. PRESERVATIVE TREATMENT:A. WOOD MEMBERS SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AITC 109-07, STANDARD FORPRESERVATIVE TREATMENT, BASED ON THE SERVICE CONDITION PER THE USE CATEGORIES (UC#) SPECIFIED INAWPA U1-06.a. UC1 - INTERIOR CONSTRUCTION, ABOVE GROUND, DRY - NO PRESERVATIVE TREATMENT REQUIREDb. UC2 - INTERIOR CONSTRUCTION, ABOVE GROUND, WET - PRESERVATIVE TREATMENT REQUIRED IF THE HUMIDITY OR MOISTURE CONDENSATION IS 20% OR GREATER.c. UC3 - EXTERIOR CONSTRUCTION ABOVE GROUND - PRESERVATIVE TREATMENT REQUIRED.B. FOR ALL TREATED WOOD MEMBERS, ALL CUTS, HOLES AND INJURIES SUCH AS ABRASIONS OR HOLES FROMREMOVAL OF NAILS AND SPIKES WHICH MAY PENETRATE THE TREATED ZONE SHALL BE FIELD TREATED INACCORDANCE WITH AWPA M4-06. THE FOLLOWING FIELD TREATMENTS SHALL BE USED:a. BORED HOLES: HOLES FOR CONNECTORS OR BOLTS MAY BE TREATED BY PUMPING COAL TAR ROOFING CEMENT MEETING ASTM D5643 INTO HOLES USING A GREASE GUN OR SIMILAR DEVICEb. EXTERIOR: COPPER NAPHTHENATEc. INTERIOR: INORGANIC BORON PRESERVATIVES LIMITED TO USE IN APPLICATIONS NOT IN CONTACT WITH GROUND AND CONTINUOUSLY PROTECTED FROM LIQUID WATERWOOD (GENERAL)1. FRAMING LUMBER SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISE NOTED: 2. FLOOR JOISTS SHALL BE GRADE STAMPED “S-DRY” WHICH INDICATES A MOISTURE CONTENT NOTEXCEEDING 19 PERCENT.3. ALL SOLE PLATES AND TOP PLATES SHALL BE GRADE STAMPED “KD” WHICH INDICATES KILN DRIED WITH AMOISTURE CONTENT NOT EXCEEDING 15 PERCENT.4. STUD WALLS SHOWN ON PLANS ARE NONBEARING PARTITIONS WALLS, BEARING WALLS OR SHEAR WALLSBELOW THE FRAMING LEVEL, UNLESS NOTED OTHERWISE. STUDS SHALL BE SIZE AND SPACING AS NOTED IN THEDRAWINGS, SEE PLANS AND ARCHITECTURAL DRAWINGS. UNLESS OTHERWISE NOTED.5. MINIMUM FRAMING NAILING SHALL CONFORM TO CBC TABLE 2304.10.1. ALL NAILS SHALL BE COMMON WIRENAILS. PREDRILL NAIL HOLES TO 70% OF NAIL SHANK DIAMETER WHERE NAILING TENDS TO SPILT WOOD.6. UNLESS OTHERWISE NOTED, ALL WOOD SILL PLATES UNDER BEARING, EXTERIOR, OR SHEAR WALLS IN CONTACTWITH CONCRETE OR MASONRY SHALL BE BOLTED TO THE CONCRETE OR MASONRY WITH 5/8” Ø X 12” BOLTSW/ 0.229" X 3" X 3" PLATE WASHER (GALV) AT 4'-O”' O.C. BEGINNING AT 9" O.C. MAXIMUM FROM EACH ENDOF THE PLATES. THE BOLTS SHALL EXTEND A MINIMUM OF 7” INTO THE CONCRETE OR MASONRY. (POWDERDRIVEN PINS AT 1/3 OF THE BOLT SPACING OR 24” O.C. MAXIMUM MAY BE SUBSTITUTED FOR THE ANCHORBOLTS AT INTERIOR NON-SHEAR WALLS ONLY).7. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER WITH AWPA TREATMENT C2USING EITHER ALKALINE QUAT (ACQ TYPE B AND D), COPPER AZOLE (CBA-A, CA-B), OR SODIUM BORATES(SBX). ANCHOR BOLTS, FASTENERS, AND METAL FRAMING CONNECTORS IN CONTACT WITH PRESSURETREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED TO A RATING OF G-185 PER ASTM A653.8. PROVIDE 2 STUDS UNDER ALL 4 X 10 AND LARGER BEAMS OR HEADERS AT SPANS 6 FEET OR LONGER, UNLESSOTHERWISE NOTED. WHERE POSTS OR MULTIPLE STUDS UNDER BEAMS OR HEADERS ARE CALLED FOR ONDRAWINGS THOSE POSTS OR MULTIPLE STUDS SHALL BE CARRIED TO THE FOUNDATION/PODIUM LEVEL.9. PROVIDE THE FOLLOWING BLOCKING AS A MINIMUM, UNLESS SHOWN OTHERWISE:2” X FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER SUPPORT.2” X FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER AND BELOW PARTITION WALLS.10. DOUBLE JOISTS UNDER PARTITIONS RUNNING PARALLEL TO JOISTS, UNLESS SUPPORTED BY A WALL BELOW ORSHOWN OTHERWISE. NAIL DOUBLED JOISTS WITH 16D AT 12” O.C., STAGGERED.11. BRIDGING SHALL BE 2 X SOLID BLOCKS, INSTALLED AS FOLLOWS:ROOF JOISTS MORE THAN 10" DEPTH, 8'-O” O.C. MAXIMUM, NOT MORE THAN 8'-0' FROM SUPPORT.FLOOR JOISTS MORE THAN 10” DEPTH, 8'-O” O.C. MAXIMUM, NOT MORE THAN 8'-0' FROM SUPPORT.12. JOIST HANGERS AND OTHER METAL FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULARTYPE AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, STOCKTON, CALIFORNIA. ACCESSORIES OFOTHER MANUFACTURE WITH EQUIVALENT LOAD CARRYING CHARACTERISTICS MAY BE USED.13. FIRE STOPPING, BACKING FOR INTERIOR FINISHES, NONBEARING WALLS, AND OTHER NON-STRUCTURALFRAMING ARE NOT NECESSARILY SHOWN ON STRUCTURAL DRAWINGS.SAWN LUMBER PROPERTIESUSE SIZE SPECIES GRADE REFERENCEMUDSILLS2 X 4D.F.STANDARD OR BETTERPRESSURE TREATED2019 CBC2303.1.92 X 6 AND LARGERD.F.NO. 2 OR BETTERPRESSURE TREATED2 XREDWOOD FOUNDATION GRADEHORIZONTAL FRAMING LUMBERROOF JOISTS AND RAFTERS2 xD.F.NO. 2WCLIB &WWPAFLOOR JOISTS2 XD.F.NO. 2HEADERS AND BEAMS4 XD.F.NO. 2ANY OTHER HORIZONTAL4 X 4 AND SMALLERD.F.NO. 26 X 6 AND LARGERD.F.NO. 1VERTICAL FRAMING LUMBERTOP PLATES2 XD.F.NO. 2WCLIB &WWPASTUDS2 X 4 & 3 X 4D.F.STUD2 X 6 & 2 X 8D.F.NO. 2POSTS4 X 4 & 4 X 6 POSTSD.F.NO. 26 X 6 & LARGER POSTSD.F.NO. 1ALL OTHER FRAMING LUMBERALL OTHER FRAMING LUMBER,UNOALL SIZESD.F.STANDARD & BETTERWCLIB &WWPASAWN LUMBERGENERAL:USE ALL SPECIFIED FASTENERS AS SPECIFIED ON PLANS. IF NOT INDICATED ON PLANS PROVIDE FASTENERS PER MFR'SAPPROVED ICC-ESR REPORT OR PRODUCT LITERATUREHOLDOWNS:1. DO NOT OVER TIGHTEN NUTS ON TIE-DOWN ANCHOR RODS OR BOLTS. TIGHTEN ANCHOR ROD NUTSONE-THIRD TO ONE HALF TURN BEYOND FINGER TIGHT2. INSTALL ALL HOLDOWNS TIGHT TO END STUDS/POST, DO NOT USE FILLER BLOCKS. FOR MISALIGNED ANCHORBOLTS, EXTEND THE ANCHOR ROD AT A 1:6 (HORIZ/VERT) USING A COUPLER WITH EQUIVALENT ANCHOR RODAND INSTALL THE HOLDOWN HIGHER ON END STUD / POST3. FOR HOLDOWNS THAT BOLT TO END POSTS, INSTALL THE HEAD OF THE BOLT TO THE BRACKET SIDE, AND ONTHE SIDE OPPOSITE THE BRACKET, INSTALL A WASHER BETWEEN THE NUT AND THE STUD / POSTSTIE DOWN & COLLECTOR STRAPS:1. TIE DOWN AND COLLECTOR STRAPS SHALL BE INSTALLED STRAIGHT AND TRUE. DO NOT FOLD, BEND, KINK OROTHERWISE ALTER CONNECTOR STRAPS2. INSTALL TIE DOWN STRAPS DIRECT TO POST IN LIEU OF OVER SHEATHING. STRAPS MAY BE INSTALLED ON THEUNSHEATHED SIDE OF THE END STUDS / POSTSHARDWARE AND CONNECTORS\\corp\rrm\on-site\1600\1778-01-UR19-Dublin-Citywide-Multifamily-Design-Standards\Structural\ConDocs\Sheet-Files\S_\1778-01-UR19 - S-102.dwg, S6_102, May 07, 2021 3:25pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAJ. LONG M. DOREMUSJ. MEADOWSPRELIMINARYNOT FOR CONSTRUCTIONCD PROTOTYPE - INITIAL SUBMITTAL1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:A. 2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2019 EDITION ANDLATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.B. ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK,INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).C. CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALLBE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TOTHE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORKPERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BECORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER ORARCHITECT.3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALLBE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALEDFROM THE DRAWINGS.5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTEDB. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESSNOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGSC. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETCD. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWNE. FLOOR AND ROOF FINISHESF. MISCELLANEOUS DRAINAGE AND WATERPROOFINGG. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEELH. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC.,EXCEPT AS SHOWN OR NOTED.B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FORMOTOR MOUNTS.7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DONOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURESNECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUTNOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THECONTRACTOR IS RESPONSIBLE FOR PROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS,INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTINGSTRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OFCONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDEINSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTIONSAFETY.8. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTORSHALL MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP,SHORTENING, ETC..9. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS,UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHENDRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURALDRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.10. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODEOR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.11. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLEDEXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCHSTRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIEDIMMEDIATELY.12. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOTEXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATESHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.13. CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FORPOCKETS, BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING14. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWOWORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.15. EDGE OF SLAB DIMENSIONS TO BE COORDINATED AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TOFABRICATION.DRAFTTA1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENTON SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENTKNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.EDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECTCONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECTAND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FORTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FORNEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.CTION SHALL AFTEXISTING UNDERGROUND UTILITIESUNDERG1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUNDAND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THEHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THECONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THEHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANYHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANYSUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.IED CONDITI2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TOEXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.E AND PRESE3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWOWORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.WORKING DAYS BEFORE STAA.FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.A. FOR PROJECTS IN SOUTB. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.B. FOR PROJECTS IN NOR8.PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THEAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THEDRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.9.PIPES EMBEDDED IN CONCRETE:9. PIPES EMBEDDED IN CONCRETE:A.CONCRETEa. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETEGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETEEXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.HERE SPECIFICb.PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.ALL NOT DISPLAc. DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBARD.SIZD. SIZMOMO7. THE CON7 THE CONNOT INDNECESSANOT BE LCONTRAINCLUDINSTRUCTUCONSTRINSPECTISAFETY.8. THE CONSHALL MSHORTEN9.OPENINGUNLESS SDRAWINDRAWIN10.ASTM SPOR AS RE
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S6-1031. WOOD STRUCTURAL PANELS SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISENOTED: TABLE NOTES:A. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS FOR THEIR TYPE INACCORDANCE WITH THE FOLLOWING VOLUNTARY STANDARDS BY THE ENGINEERED WOODASSOCIATION (APA):a. VOLUNTARY PRODUCT STANDARD, STRUCTURAL PLYWOOD, PS 1-09b. VOLUNTARY PRODUCT STANDARD, PERFORMANCE STANDARD FOR WOOD-BASEDSTRUCTURAL-USE PANELS, PS 2-10B. WOOD STRUCTURAL PANELS SHALL BE IDENTIFIED BY THE APA TRADEMARK INDICATINGCONFORMANCE TO THE APPLICABLE VOLUNTARY STANDARDC. WHERE PANELS ARE EXPOSED TO REPEATED WETTING AND REDRYING, LONG-TERM EXPOSURE TOWEATHER, OR CONDTIONS OF SIMILAR SEVERITY, "EXTERIOR" APA RATED PLYWOOD SHEATHING SHALLBE USED. C-D “EXPOSURE 1" APA RATED PLYWOOD SHEATHING (CDX) SHALL NOT BE USED FORCONDITIONS INVOLVING LONG-TERM EXPOSURE TO WEATHER.a. EXCEPTION: WOOD STRUCTURAL PANEL ROOF SHEATHING EXPOSED TO THE OUTDOORS ON THEUNDERSIDE IS PERMITTED TO BE "EXPOSURE 1" TYPE.b. WOOD STRUCTURAL PANELS TO BE USED AS SIDING SHALL COMPLY WITH ANSI/APA PRP-210.D. ORIENTED STRAND BOARD (OSB) WITH EQUIVALENT CLASSIFICATION AND RATINGS MAY BE USED IN LIEUOF PLYWOOD FOR WOOD STRUCTURAL PANEL WALL SHEATHING.2. TRANSPORTATION, STORAGE, AND HANDLING:A. TRANSPORTATIONa. IN TRANSPORTING PANELS ON OPEN TRUCK BEDS, COVER THE BUNDLES WITH A TARP.B. STORAGEa. ALWAYS STORE THE PANELS UNDER COVER WHENEVER POSSIBLEb. WHEN STORING PANELS OUTSIDE STACK THEM ON A LEVEL SURFACE ON TOP OF STRINGERS OROTHER BLOCKING, THREE STRINGERS MINIMUM.c. NEVER LEAVE PANELS IN CONTACT WITH THE GROUNDd. COVER THE STACK WITH A PLASTIC TARP, ENSURING THAT THE BUNDLE IS WELL VENTILATED TOPREVENT MILDEW.e. IF MOISTURE ABSORPTION IS EXPECTED, CUT THE STEEL BAND TO PREVENT DAMAGEf. KEEP SANDED OR OTHER APPEARANCE GRADE PANELS AWAY FROM HIGH TRAFFIC AREASC. HANDLINGa. ALWAYS PROTECT ENDS AND EDGES, ESPECIALLY TONGUE AND GROOVE PRODUCTS, FROMPHYSICAL DAMAGE.b. ACCLIMATIZE THE PANELS FOR 24 HOURS MINIMUM BEFORE INSTALLATION BY STANDING THEPANELS ON EDGE WITH A GAP BETWEEN EACH TO ALLOW FOR AIR CIRCULATION OR PERMANUFACTURER'S RECOMMENDATIONS.3. PLYWOOD ORIENTATIONA. ROOF AND FLOOR SHEATHING SHALL BE LAID WITH THE GRAIN OF THE OUTER PILES PERPENDICULAR TOTHE FRAMING MEMBERS, SHALL BE CONTINUOUS OVER 2 JOIST BAYS MINIMUM AND END JOINTS SHALLBE JOINED OVER FRAMING AND STAGGERED. LEAVE A 18" GAP BETWEEN PANELS TO ALLOW FOR PANELEXPANSION UNLESS RECOMMENDED OTHERWISE BY THE PANEL MANUF. REFER TO SPECIFIC DETAILS INTHE DRAWINGS FOR FURTHER PARAMETERS.B. PLYWOOD OR OSB WALL SHEATHING MAY BE APPLIED VERTICALLY OR HORIZONTALLY. ALL END JOINTSBE JOINED OVER FRAMING AND STAGGERED.4. BLOCKING:A. WALLS: ALL SHEAR WALLS SHALL BE FULLY BLOCKED AT PLYWOOD EDGES.5. FASTENERSA. USE SHEATHING NAILS SAME GAUGE AS COMMON WIRE NAILS WITH LENGTHS AT LEAST EQUAL TOSHEATHING THICKNESS PLUS REQUIRED PENETRATION PER AWS SDPWS TABLE 4.2A OR 4.3A (ASREQUIRED).B. EQUIVALENT PNEUMATIC DRIVE NAILS OR STAPLES MAY BE USED IF FASTENER MANUFACTURER HASRECEIVED ICC OR IAPMO APPROVAL FOR THE INTENDED US. FASTENERS TO BE SUBSTITUTED SHALL BEEQUIVALENT IN LATERAL AND WITHDRAWAL STRENGTH TO THE SIZE OF COMMON NAIL SPECIFIED.C. TYPICAL NAILING SHALL BE 10D AT 6” O.C. AT ALL SUPPORTED EDGES AND OVER SHEARWALLS, AND 10D AT 12” O.C. AT ALL INTERMEDIATE SUPPORTS, UNLESS OTHERWISE NOTED, SEE PLANSAND REFER TO SHEAR WALL SCHEDULE.WOOD STRUCTURAL PANELS (SHEATHING)WOOD STRUCTURAL PANEL PROPERTIESUSE PLYBONDCLASSIFICATION CSHEATHINGGRADEPERFORMANCERATINGSPAN RATINGRATING BREFERENCE AROOF5EXPOSURE 1REFER TO TYPICAL DIAPHRAGM SCHEDULEAPA2019 CBC2303.1.5(DOC PS 1-09OR PS 2-10)FLOOR5EXPOSURE 1 APAWALL D5EXPOSURE 1 REFER TO TYPICAL SHEAR WALL SCHEDULE APA1. STRUCTURAL COMPOSITE LUMBER SHALL HAVE STRUCTURAL CAPACITIES AND DESIGN PROVISIONSESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D5456 PER CODE SECTION 2303.1.102. STRUCTURAL COMPOSITE LUMBER SHALL BE IDENTIFIED WITH THE MANUFACTURER'S NAME AND/OR LOGO, THENAME AND OR LOGO OF THE INSPECTION AGENCY (PFS CORP , INTERTEK,OR APA-EWS) AND THEEVALUATION REPORT NUMBER, THE PLANT NUMBER, PRODUCT DESIGNATION OR TYPE, PRODUCTION DATE,AND GRADE.3. INSTALLATION, FABRICATION, IDENTIFICATION AND CONNECTION DETAILS SHALL BE IN ACCORDANCE WITHTHE APPLICABLE ICC REPORT.4. LAMINATED VENEER LUMBER (LVL)A. LAMINATED VENEER LUMBER SHALL BE ONE OF THE FOLLWING:a. MICROLLAM LAMINATED VENEER LUMBER GRADE 2.0E-2750Fb WS, MANUFACTURED BYWEYERHAEUSER IN ACCORDANCE WITH ICC-ESR 1387.b. REDLAM LAMINATED VENEER LUMBER GRADE 2.0E DF/LP/WH, MANUFACTURED BY REDBUILT INACCORDANCE WITH ICC-ESR 2993.B. IDENTIFICATION: IN ADDITION TO THE IDENTIFICATION LISTED FOR STRUCTURAL COMPOSITE LUMBERABOVE, LVL SHALL BE IDENTIFIED WITH THE SPECIES OR SPECIES GROUP.5. PARALLEL STRAND LUMBER (PSL)A. PARALLEL STRAND LUMBER SHALL BE PARALLAM PARALLEL STRAND LUMBER GRADE 2.2E DF,MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC-ESR 1387.6. LAMINATED STRAND LUMBER (LSL)A. LAMINATED STRAND LUMBER SHALL BE TIMBERSTRAND LAMINATED STRAND LUMBER GRADE 1.55E,MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC-ESR 1387.7. PRODUCTS FROM OTHER MANUFACTURER'S MAY BE USED WITH EQUAL OR GREATER CAPACITIES. REQUESTSFOR PRODUCT SUBSTITUTION SHALL FOLLOW THE REQUIREMENTS LISTED IN THE SUBMITTALS SECTION.STRUCTURAL COMPOSITE LUMBER1. THE DESIGN OF METAL PLATE CONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE FOLLOWINGA. CODES AND STANDARDS:a. THE GOVERNING CODE LISTED IN THE PROJECT GENERAL NOTESb. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16)c. NATIONAL DESIGN STANDARD FOR WOOD CONSTRUCTION AND SUPPLEMENT (ANSI/AWC NDS-2018)d. SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC (AWC SDPWS-2015)e. THE NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSCONSTRUCTION (ANSI/TPI 1-2014)B. DESIGN CRITERIA:a. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM VERTICAL LOADS AND OTHERLOADS INDICATED ON THE CONSTRUCTION DOCUMENTS (ATTIC MECHANICAL UNITS, ETC.)ROOF TRUSS LOADING:SPANISH TILE W/ MORTAR BED W/ GYP CEILING:TOP-CHORD DEAD LOAD: 26.2 PSF * (25.2 PSF SUPERIMPOSED)BOT CHORD DEAD LOAD: 7.3 PSF (5.7 PSF SUPERIMPOSED)ROOF - LIVE LOAD: 20 PSFDEFLECTION CRITERIA:DEAD + LIVE LOAD L/240LIVE LOAD ONLY L/360*INCLUDES 4 PSF ALLOWANCE FOR PV PANELSb. ( ) INDICATES UNFACTORED (1.0E) HORIZONTAL SEISMIC/WIND LOAD ON COLLECTOR TRUSSES.THE TRUSS DESIGNER SHALL DESIGN FOR THE TRUSSES FOR THE INDICATED HORIZONTAL LOADACTING IN BOTH THE TOP AND BOTTOM TRUSS CHORDS AND FOR THE TRANSFER OF THE FORCETO THE CHORDS THROUGH THE WEB.2. CONTRACTOR REQUIREMENTS:A. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS LISTED IN SECTION 2.3.4 OF ANSI/TPI 1-2014INCLUDING THE FOLLOWING:a. MEANS AND METHODS: THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS,TECHNIQUES, SEQUENCES, PROCEDURES, PROGRAMS AND SAFETY IN CONNECTION WITH THERECEIPT, STORAGE, HANDLING, INSTALLATION, RESTRAINING, AND BRACING OF THE TRUSSES.REFER TO THE GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING &BRACING OF METAL PLATE CONNECTED WOOD TRUSSES (BCSI-B1)b. TRUSS INSTALLATION SHALL COMPLY WITH INSTALLATION TOLERANCES SHOWN IN BCSI-B1c. TEMPORARY INSTALLATION RESTRAINT/BRACING FOR THE TRUSS SYSTEM AND THE PERMANENTTRUSS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH BCSI-B2.d. CONSTRUCTION LOADING ON TRUSSES SHALL BE DONE IN ACCORDANCE WITH BCSI-B4.e. TRUSS DAMAGE, JOBSITE MODIFICATIONS & INSTALLATION ERRORS SHALL BE BROUGHT TO THEIMMEDIATE ATTENTION OF THE EOR AND THE TRUSS DESIGNER, REFERENCE BCSI-B5.f. SUBMIT THE DRAWINGS FROM THE TRUSS DESIGNER/MANUFACTURER TO THE BUILDINGDEPARTMENT PRIOR TO FABRICATION FOR APPROVAL. A COPY OF THIS SUBMITTAL SHALL BEPROVIDED TO TEH ENGINEER OF RECORD FOR REVIEW OF GENERAL CONFORMANCE TO THEDESIGN INTENT. THE CONTRACTOR SHALL INCORPORATE THE TIME REQUIRED FOR THE SUBMITTALTO BE REVIEWED, STAMPED AND APPROVED BY ALL PARTIES AND SHALL HAVE THE APPROVEDTRUSS PLANS ON THE JOB SITE PRIOR TO FOUNDATION INSPECTION.3. TRUSS DESIGNER REQUIREMENTS:A. THE TRUSS DESIGNER SHALL MEET ALL THE REQUIREMENTS LISTED IN SECTION 2.3.5 OF ANSI/TPI 1-2014INCLUDING THE FOLLOWING:a. TRUSS DESIGNER SHALL SUPERVISE THE PREPARATION OF THE TRUSS DESIGN DRAWINGS WHICHSHALL CONTAIN THE INFORMATION LISTED IN SECTION 2.3.5.5 OF ANSI/TPI 1-2014. THIS INCLUDESALL TRUSS TO TRUSS CONNECTIONS, AND DETAILS FOR THE "CALIFORNIA FILL" AREAS.b. TRUSS DESIGNER SHALL COMPLY WITH THE REFERENCED CODE AND DESIGN CRITERIA ABOVE.c. TRUSS DESIGNER SHALL SHOW ALL HANGERS, BRACING AND RESTRAINTS AS WELL AS METHODOF RESTRAINT/BRACING ON THE TRUSS PLANS TO MEET ANY SEISMIC AND WIND REQUIREMENTSOF THE CODE.d. SUBMIT TRUSS DESIGN DRAWINGS INCLUDING ALL RELEVANT DETAILS FOR THE FABRICATION OFTHE TRUSSES AND PREPARE CALCULATIONS. ALL PLANS,DETAILS AND CALCULATIONS FOR THETRUSSES SHALL BE STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER (CIVIL ORSTRUCTURAL), LICENSED TO PRACTICE IN THE STATE OF CALIFORNIA.PRE-FABRICATED WOOD TRUSS NOTES\\corp\rrm\on-site\1600\1778-01-UR19-Dublin-Citywide-Multifamily-Design-Standards\Structural\ConDocs\Sheet-Files\S_\1778-01-UR19 - S-103.dwg, S6_103, May 07, 2021 3:25pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAJ. LONG M. DOREMUSJ. MEADOWSPRELIMINARYNOT FOR CONSTRUCTIONCD PROTOTYPE - INITIAL SUBMITTALDRAFTTAC.HA3.PLYWOOA. ROTHBE EXTHB. PLYBE CONSTRUCTION (ANSI/TPI 1-2014)ONSTRUCTION (ANSI/TPI 1-2014)B. DESIGN CRITERIA:RITERIA:a.TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM VERTICAL LOADS AND OTHERUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM VERTICAL LOADS AND OTHERLOADS INDICATED ON THE CONSTRUCTION DOCUMENTS (ATTIC MECHANICAL UNITS, ETC.)OADS INDICATED ON THE CONSTRUCTION DOCUMENTS (ATTIC MECHANICAL UNITS, ETC.)FROOF TRUSS LOADING:ROSPANISH TILE W/ MORTAR BED W/ GYP CEILING:TOP-CHORD DEAD LOAD: 26.2 PSF * (25.2 PSF SUPERIMPOSED)D LOAD: 26.2 PSF * (25.2 PSF SUPERIMPOSED)BOT CHORD DEAD LOAD: 7.3 PSF (5.7 PSF SUPERIMPOSED)DEAD LOAD: 7.3 PSF (5.7 PSF SUPERIMPOSED)ROOF - LIVE LOAD:20 PSFFDEFLECTION CRITERIA:DEFLECTION CRITERIA:DEAD + LIVE LOADDEAD + LIVE LOADL/240LIVE LOAD ONLY L/360*INCLUDES 4 PSF ALLOWANCE FOR PV PANELSb.( ) INDICATES UNFACTORED (1.0E) HORIZONTAL SEISMIC/WIND LOAD ON COLLECTOR TRUSSES.) INDICATES UNFACTORED (1.0E) HORIZONTAL SEISMIC/WIND LOAD ON COLLECTOR TRUSSESTHE TRUSS DESIGNER SHALL DESIGN FOR THE TRUSSES FOR THE INDICATED HORIZONTAL LOADHE TRUSS DESIGNER SHALL DESIGN FOR THE TRUSSES FOR THE INDICATED HORIZONTAL LOADACTING IN BOTH THE TOP AND BOTTOM TRUSS CHORDS AND FOR THE TRANSFER OF THE FORCECTING IN BOTH THE TOP AND BOTTOM TRUSS CHORDS AND FOR THE TRANSFER OF THE FORCETO THE CHORDS THROUGH THE WEB.O THE CHORD2.CONTRACTOR REQUIREMENTS:2. CONTRACTOR REQUIREMENTA. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS LISTED IN SECTION 2.3.4 OF ANSI/TPI 1-2014A. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS LISTED IN SECTION 2.3.4 OF ANSI/TPI 1-2014
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S6-1041. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:A. GENERAL:a. STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCEWITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.B. OWNER REQUIREMENTS:a. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TOPERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.C. SPECIAL INSPECTOR QUALIFICATIONS:a. THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDINGOFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE ORTRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THEDOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OFSPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIALQUANTITIES.D. CONTRACTOR REQUIREMENTS:a. SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONSAND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALLOCCUR PRIOR TO SPECIAL INPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIALINSPECTOR.b. THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIREDREMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETIONOF THE REQUIRED SPECIAL INSPECTION.c. ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMICFORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM ORCOMPONENT. THE STATEMENT OF RESPONSBILITY SHALL CONTAIN ACKNOWLEDGEMENT OFAWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OFSPECIAL INSPECTIONS.E. SPECIAL INSPECTOR REPORT REQUIREMENTS:a. THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONSb. THE SPECIAL INPSECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL ANDTO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED INCONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FORCORRECTION.e. IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDINGOFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THECOMPLETION OF THAT PHASE OF WORK.f. A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANYDISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.STATEMENT OF SPECIAL INSPECTIONS1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE BUILDING OFFICIAL:A. TRUSS DESIGN DRAWINGS2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES ANDSIMILAR SUBMITTALS), THE CONTRACTOR SHALL HAVE:A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THEREQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTORREVIEWING AND VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTIONTRADES:B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIEDPERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOGNUMBERS AND SIMILAR INFORMATIONC. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FORMEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETYPRECAUTIONS AND PROGRAMS.3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HASSATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'SREVIEW AND APPROVAL OF THAT SUBMITTAL.4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THECONTRACT DOCUMENTS SHALL BE ABSOLUTE:a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOESNOT CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TOTHE CONTRACT DRAWINGS.b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS ORMODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROMTHE SUBMITTAL PRIOR TO SUBMISSION.5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEENREVIEWED AND APPROVED BY THE BUILDING OFFICIAL.SUBMITTALS1. SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OFFABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1.A. WOOD BUILDINGSa. WOOD STRUCTURAL PANELS (SHEATHING) SHALL BE IDENTIFIED BY THE APA TRADEMARK.SHOP FABRICATIONREQUIRED VERIFICATION AND INSPECTIONSCONCRETE CONSTRUCTIONCODE TABLE 1705.3SPECIAL INSPECTION OR TESTCONTINUOUSPERIODICREFERENCEDSTANDARDCBC REFERENCE3. INSPECT ANCHORS CAST IN CONCRETE___XACI 318:17.8.2___4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS (b) (a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS (b) MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.XXACI 318: 17.8.2.4ACI 318: 17.8.2______WOODCODE CHAPTER 17 AND REFERENCED 2018 NDS AND AWC SDPWS-2015SPECIAL INSPECTION OR TESTCONTINUOUSPERIODICCBC REFERENCE3. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THESHEATHING LESS THAN OR EQUAL TO 4" OC. - WOOD SHEAR WALLS - WOOD DIPHRAGMS - DRAG STRUTS - SHEAR PANELS - HOLD-DOWNS___X 1705.12.24. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THESHEATHING GREATER THAN 4" OC (NOT REQUIRED) - WOOD SHEAR WALLS - WOOD DIAPHRAGMS - DRAG STRUTS - SHEAR PANELS - HOLD-DOWNS___ ___1705.12.2SOILSCODE TABLE 1705.6SPECIAL INSPECTION OR TESTCONTINUOUSPERIODIC1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY___X2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.___X3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS___X4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.X___5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.___X(AT THE DISCRETION OFTHE BUILDING OFFICIAL)\\corp\rrm\on-site\1600\1778-01-UR19-Dublin-Citywide-Multifamily-Design-Standards\Structural\ConDocs\Sheet-Files\S_\1778-01-UR19 - S-104.dwg, S6_104, May 07, 2021 3:25pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAJ. LONG M. DOREMUSJ. MEADOWSPRELIMINARYNOT FOR CONSTRUCTIONCD PROTOTYPE - INITIAL SUBMITTALDRAFTTA1. THE FOLLA. TR2. BEFORE SSIMILAR A. RERERETRAB. DEPENUC.DEMESUBMIT3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALSCATION AND TESTING OF COMPACTED FILL MATERIALS______XX4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENTPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.N OF COMPACTED FILL.XX______5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HASENT OF COM BEEN PREPARED PROPERLY.OPERLY.______XXAFTAFTAFTAFTATTT132
BAAB1122 7'-7"31S-30122S-301TYP(E) FTG(E) FTG(E) FTG(E) FTG(N) FTG PERHD SCHED(N) FTG PERHD SCHEDBAAB1122 7'-7"TYP14S-42111S-42112S-42113S-421FOUNDATION PLAN NOTES1. SEE THE FOLLOWING SHEETS FOR GENERAL NOTES AND TYPICAL DETAILS.2. SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOORELEVATION = 0'-0" CORRESPONDS TO FINISHED FLOOR ELEVATION.3. SEE ARCHITECTURAL DRAWINGS FOR ALL EXTERIOR CONCRETE PAVING, SLABS, BASES, CURBS, ETC.4. FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.5. ALL DIMENSIONS SHOWN ARE FROM FACE OF MASONRY, FACE OF SHEATHING, OR CENTERLINE OF COLUMN.UNLESS NOTED OTHERWISE, ALL COLUMNS ARE CENTERED IN STUD WALLS.6. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS INBEARING AND NON-BEARING WALLS.7. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.8. SEE ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL EMBEDDEDITEMS AND SLAB PENETRATIONS.9. SEE DETAIL 32/S-301 FOR TYPICAL SLAB REPAIR.10. ALL POSTS IN 6"x WALLS SHALL BE 6x6 UNLESS NOTED OTHERWISEALL POSTS IN 4"x WALLS SHALL BE 4x4 UNLESS NOTED OTHERWISE11. PLATE WASHERS ARE REQUIRED FOR ALL SILL PLATE ANCHOR BOLTS.12. ALL HOLDOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING.13. ALL BOLT HOLES, IN WOOD MEMBERS, SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED. INSPECTOR TO VERIFY.14. THE GARAGE IS ASSUMED TO HAVE CONTINUOUS CONCRETE FOUNDATIONS ON EACH PRIMARY WALL LINE.IF IT IS DISCOVERED THAT THE STRUCTURE DOES NOT HAVE CONCRETE FOUNDATIONS, THE OWNER SHALLEMPLOY A REGISTERED PROFESSIONAL CIVIL ENGINEER OR STRUCTURAL ENGINEER FOR ASSESSMENT PRIORTO PROCEEDING WITH CONSTRUCTION.15. THE EXISTING FOUNDATIONS ARE ASSUMED TO BE IN GOOD WORKING CONDITION, AND DO NOT REQUIRESUPPLEMENTATION. IF SIGNS OF SETTLEMENT OR DISTRESS ARE OBSERVED DURING THE COURSE OFCONSTRUCTION OF THE GARAGE CONVERSION, THE OWNER SHALL EMPLOY A REGISTERED PROFESSIONALCIVIL ENGINEER OR STRUCTURAL ENGINEER TO PROVIDE AN ASSESSMENT.16. IF THE OWNER WOULD LIKE TO POUR A LEVELING GROUT OVER THE SLOPED CONCRETE SLAB TO PROVIDE AFLAT SURFACE FOR THE NEW ADU, THIS OFFICE TAKES NO EXCEPTION.DESCRIPTIONSHEET(S)SYMBOLS AND ABBREVIATIONS S-101STRUCTURAL GENERAL NOTES S-102 - 103TESTING AND INSPECTION S-104TYPICAL CONCRETE DETAILS S-301TYPICAL WOOD DETAILS S-401 - S-404SYMBOL LEGENDXX'-X"INDICATES (N) SHEAR WALL TYPE AND LENGTH, PER SCHEDULE ON DETAIL 13/S-402SCHEDULESCONTINUOUS FOOTING SCHEDULEMARK REMARKSEXISTING FOOTING TO REMAIN(E) FTGROOF FRAMING PLAN NOTES1. SEE THE FOLLOWING SHEETS FOR GENERAL NOTES AND TYPICAL DETAILS.2. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.3. SEE ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OFROOF OPENINGS NOT SHOWN ON ROOF FRAMING PLANS.4. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS INBEARING AND NON-BEARING WALLS.5. ALL LINES OR MEMBERS INDICATED AS "STRUT" SHALL RECEIVE (2) ROWS OF BOUNDARY NAILING (BN),STAGGERED.6. ALL POSTS IN 6"x WALLS SHALL BE 6x6, UNLESS NOTED OTHERWISE.ALL POSTS IN 4"x WALLS SHALL BE 4x4 UNLESS NOTED OTHERWISE7. ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE ARCHITECTURALDRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTITION WALL DETAIL 43/S-401, UNO.8. THE OWNER SHALL EMPLOY A REGISTERED PROGESSIONAL CIVIL ENGINEER OR STRUCTURAL ENGINEER TOPROVIDE THE LATERAL LINE LOADS FOR ANY WALL THAT IS BEING MODIFIED AS PART OF THIS GARAGECONVERSION. THESE LATERAL LOADS SHALL TAKE INTO CONSIDERATION THE WEIGHT OF THE ASSEMBLIES, THEINTERACTION BETWEEN THE MAIN RESIDENCE AND THE EXISTING GARAGE. THE LOADS SHOWN ON THE PLANSHALL BE USED FOR CONSTRUCTION, ONLY AFTER THE LOADING HAS BEEN PROVIDED BY THE ENGINEER.9. THE EXISTING ROOF DIAPHRAGM IS ASSUMED TO BE 1/2" SHEATHING WITH 8d @ 6"-12" OC, IF A DIFFERENTSHEATHING TYPE IS DISCOVERED DURING CONSTRUCTION, THE OWNER SHALL EMPLOY A REGISTEREDPROFESSIONAL CIVIL ENGINEER OR STRUCTURAL ENGINEER TO VERIFY THE ADEQUACY OF THE AS-BUILTSYSTEM.10. THE DESIGN SHOWN IN THESE DRAWINGS HAS ACCOUNTED FOR A MAXIMUM WALL HEIGHT OF 9'-1". IF THEDISCOVERED CONDITIONS EXCEED THAT LIMIT, THE OWNER SHALL EMPLOY A REGISTERED PROFESSIONALCIVIL ENGINEER OR STRUCTURAL ENGINEER TO PROVIDE A SITE SPECIFIC DESIGN.11. THE EXISTING FRAMING ELEMENTS ARE ASSUMED TO BE IN GOOD WORKING CONDITION, AND DO NOTREQUIRE SUPPLEMENTATION. IF SIGNS OF DISTRESS, ROT, OR TERMITE DAMAGE IS DISCOVERED, THE OWNERSHALL EMPLOY A REGISTERED PROFESSIONAL CIVIL ENGINEER OR STRUCTURAL ENGINEER TO PROVIDE ASTRUCTURAL ASSESSMENT PRIOR TO CONVERTING THE GARAGE TO AN ADU.DESCRIPTIONSHEET(S)SYMBOLS AND ABBREVIATIONS S-101STRUCTURAL GENERAL NOTES S-102 - 103TESTING AND INSPECTION S-104TYPICAL CONCRETE DETAILS S-301TYPICAL WOOD DETAILS S-401 - S-404SYMBOL LEGENDXXX'-X"INDICATES (N) SHEAR WALL TYPE AND LENGTH,PER SCHEDULE ON DETAIL 13/S-402INDICATES (N) BLOCKING & STRAPPING ABOVE & BELOWWINDOW OPENINGS PER DETAIL 44/S-402*SCHEDULESINDICATES NEW HEADER @ OPENING. REFER TO 32/S-401FOR HEADER SIZE, UNLESS NOTED OTHERWISEINDICATES EXISTING HEADER @ OPENING.(N) HDRSHEARWALL HOLDOWN SCHEDULEDETAILINDICATES (N) SIMPSON HOLDOWN W/ PAB TO: (N) CONCRETE PAD FOOTING:13/S-311SPECIFIES HOLDOWN/STRAP DETAILINDICATES HOLDOWN/STRAP TYPE1x8xSHEARWALL HOLDOWN SCHEDULEDETAILINDICATES (N) SIMPSON HOLDOWN W/ PAB TO: (N) CONCRETE PAD FOOTING:13/S-311SPECIFIES HOLDOWN/STRAP DETAILINDICATES HOLDOWN/STRAP TYPE1x8x1FOUNDATION PLAN - SINGLE CAR GARAGE CONVERSIONSCALE: 1/4" = 1'-0"S6-201PLAN NORTH2ROOF FRAMING PLAN - SINGLE CAR GARAGE CONVERSIONSCALE: 1/4" = 1'-0"\\corp\rrm\on-site\1600\1778-01-UR19-Dublin-Citywide-Multifamily-Design-Standards\Structural\ConDocs\Sheet-Files\S6\1778-01-UR19 - Plans.dwg, S6-201, May 07, 2021 3:25pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAJ. LONG M. DOREMUSJ. MEADOWSPRELIMINARYNOT FOR CONSTRUCTIONCD PROTOTYPE - INITIAL SUBMITTALPLAN NORTHAFTROOF FRAMING PLAN NOTESROOF FRAFT1.SEE THE FOLLOWING SHEETS FOR GENERAL NOTES AND TYPICAL DETAILS.LLOWING SH7. ALL INTERIOR WDRAWINGS SHA8.THE OWNER SHAPROVIDE THE LACONVERSION. TDESCRIPTIONDESCRSHEET(S)SYMBOLS AND ABBREVIATIONS S-101MBOLS AND ASTRUCTURAL GENERAL NOTES S-102 - 103RUCTURAL GTESTING AND INSPECTIONTESTING ANDS-104FFFFFDRADAADDDDADDDDAGE CONVERSIONAGE CDRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRPLAN NORTHPLA133
PIPES PERPENDICULAR TO FOOTINGSS301 - 24NTS3'-0" MAX(SEE NOTE #1)4" MIN6" MIN1'-6" MINSLEEVE3D MINDØ OF SLEEVE(E) SOG PER PLAN(E) SOG PER PLANELEVATIONSECTIONNOTES:1. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURINGFOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.2. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.3. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.1'-6"MIN9"(E) FTG PIPEBACKFILLPER SPECSTRENCH EXCAVATION,TYP21 PIPEBOT OF TRENCH EXCAVATION SHALLNOT EXTEND BELOW THIS LINE UNLESSAPPROVED BY THE GEOTECHNICALENGINEERGRADENOTE:1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONSWITH BUILDING FOUNDATION REQUIREMENTS.PIPES PARALLEL TO FOOTINGSS301 - 23NTS2'-0" MAXUNOCLEAN & ROUGHEN (E)SURFACE TO A MINAMPLITUDE OF 14" ± TORECEIVE NEW CONC, TYP(2) #4 CONT#4 @ 18" OC112"CLR15°TYP2" MINTYP2" MINTYPPERPLAN(E) SLAB & SUBGRADESAWCUT & REMOVE (E) CONC& SAND AS SHOWN. REPLACEW/ SAME STRENGTH CONCPIPES WO, SEE PLUMBING PLANTYPICAL SLAB PATCH DETAILS301 - 32NTS2x PT SILL PL W/ 0.157" Ø SIMP "PDPA"POWDER ACTUATED FASTENER @ 32" OC(ICC-ESR 2138)(E) CONC SOGPER PLANNON-BRG STUDPARTITION WALLNON-BEARING WALL ANCHORAGE @ SOGS301 - 22NTSNOTES:1. AT EXISTING CONDITIONS WHERE 3x SILL PLATES IS REQUIRED ADD 2x BLK'G W/ (2) 16d PER BLOCK INTO (E) SILL PLATE.2. WHERE (E) ANCHOR BOLTS DO NOT MEET THE REQUIREMENT ON SHEAR WALL SCHEDULE, NEW A.B. SHALL BEPROVIDED BY DRILLING AND EPOXY W/ SIMPSON SET-XP (ICC-ESR 2508)3. EXISTING 1/2" Ø A.B. SHALL BE CONSIDERED TO HAVE HALF THE CAPACITY OF 5/8" Ø A.B. (i.e. (E) 1/2" Ø A.B. @ 16"O.C. IS EQUIVALENT TO 5/8" Ø A.B. @ 32" O.C.)4. WHERE 3x STUDS ARE REQUIRED @ PANEL EDGES ADD 2x STUD TO (E) 2x STUD W/ 16d @ 24" O.C.7"ADD 2x STUD TO(E) 2x STUD WHERE3x STUDS ARE REQUIRED(2) 16d PER BLK'G(E) 2x SILL PLATEWHERE 3x STUDS AREREQD ADD (N) 2x BLKG58" Ø (A36) THRD ROD, DRILL & EPOXY W/ SIMP SET-XP (ICC-ESR 2508) OR58" Ø SIMP 'TITEN-HD" ANCH BOLT (ICC-ESR 2713)(E) STUD(N) PLY SHTGPER PLAN &SCHED(E) FTGNEW ANCHOR BOLTS @ EXISTING FOOTINGS301 - 31NTSNOTES:1. VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:A. GRADE 60 REINFORCEMENTB. NORMAL WEIGHT CONCRETEa. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3C. NON-EPOXY COATED REINFORCEMENTD. HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARSa. FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3E. CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THANMINORCLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN dba. FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5F. REINFORCEMENT NOT IN SHEAR WALLSa. FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.252. THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.3. ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.4. WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR.CONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICELAP SPLICEMAX = LARGER OFCLASS B, UNOls/5 OR 6"REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULEBAR SIZEDEVELOPMENT LENGTH, ld(CLASS A LAP SPLICE)LAP SPLICE, ls(CLASS B LAP SPLICE)f'c (psi) f'c (psi)2,5003,000 4,0002,5003,000 4,000#3 1'-6"1'-5"1'-3" 2'-0" 1'-10"1'-7"#42'-0" 1'-10"1'-7"2'-8" 2'-5"2'-1"#5 2'-6"2'-4"2'-0" 3'-3" 3'-0" 2'-7"#6 3'-0" 2'-9" 2'-5" 3'-11" 3'-7" 3'-2"#7 4'-5" 4'-0" 3'-6" 5'-9" 5'-2" 4'-6"#8 5'-0" 4'-7" 4'-0" 6'-6"5'-11"5'-2"#9 5'-8" 5'-2" 4'-6" 7'-4" 6'-9" 5'-10"#10 6'-5" 5'-10"5'-1"8'-3"7'-7"6'-7"#117'-1"6'-6"5'-7"9'-2" 8'-5" 7'-3"REINF DEVELOPMENT LENGTH AND SPLICESS301 - 12NTSBAR SIZE D#3 THRU #86d#9 THRU #118dNOTES:1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.2. MINIMUM SIDE COVER = 2 12".3. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.STANDARD HOOK DEVELOPMENT LENGTH "ldh"BAR SIZE D"lh"NORMAL WEIGHT2,500 3,000 4,000#32 1/4"6" 0'-9" 0'-9" 0'-8"#43" 8" 1'-0" 0'-11" 0'-10"#53 3/4"10" 1'-3"1'-2"1'-0"#64 1/2"12"1'-6"1'-5"1'-3"#75 1/4"1'-2"1'-9" 1'-8"1'-5"#8 6"1'-4"2'-0" 1'-10"1'-7"#99 1/2" 1'-7 1/2"2'-3"2'-1"1'-10"#1010 3/4"1'-10" 2'-7"2'-4" 2'-1"#11 12"2'-0 1/2"2'-10" 2'-7" 2'-3"ldhdb4db2 12" MINDD12 db"l h"2" CLR MINHOOK DEVELOPMENT LENGTH(SEE SCHEDULE)FACE OFCONCRETEFOC OR POURJT @ STD HOOKdbREINF HOOK DEVELOPMENT LENGTH AND BENDSS301 - 14NTSdb6dbD6db *dbD135 HOOK90 HOOK** PROVIDE 10db EXTENSIONS IN LIEUOF 6db AT ALL FRAME COLUMNS,GIRDERS, SHEAR WALLS AND SHEARWALL BOUNDARY MEMBERSBAR SIZE D#3 1 12"#4 2"#5 2 12"OR 3" MINREINF TIES AND STIRRUPSS301 - 21NTSS6-30114243454334353324231 2112224423\\corp\rrm\on-site\1600\1778-01-UR19-Dublin-Citywide-Multifamily-Design-Standards\Structural\ConDocs\Sheet-Files\S_\1778-01-UR19 - S-301.dwg, S6_301, May 07, 2021 3:25pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAJ. LONG M. DOREMUSJ. MEADOWSPRELIMINARYNOT FOR CONSTRUCTIONCD PROTOTYPE - INITIAL SUBMITTAL525141TCLEAR SCLEAR Sa.a.F. REINFORFREINFORa.2. THE MULTIPLIER3. ALL LAP SPLIC4. WHEN REINFO LAP SPLICE LEAFTTAFTAFFTFTAFTAFTAAAAAAAATTTTTTTTTTTTTTTTTTTTTTTTTAFFFFFTTTTTAFFFFFTTTTTAAFFFFFFFTTTTAAFFFFFFFFFTFTTTTTTTTTAAFFFFFFFFFFTTTTTTTTTAAFFFFFFTTTTTTTTTTTTTTTFFFFFFFFFFAATTTTTFFFFFATTTTTFFFFFAAAFFFFFFFFFFTTTTTTTTTTTTTTFFFFFATTTTFFFFFATTTTFFFFFAFFFFFTTTTTAFFFFFTTTTTAFFFFFTTTTTAFFFFFTTTTTTTTTFFFFFAAAFFFFFTTTTTAFFFFFTTTTTTTTTFFFFFATTTTTFFFFFATTTTTFFFFFAFFFFFTTTTTAFFFFFTTTTTAFFAFFFFFFTFTFTTTTTTAAFFFFFFFFFFTTTTTTTTTTTTTTTTTFFFFFFFFAATTTTTTFTFTFFFFFAFAFFATTTTFFFFFATTTTFFFFFAAFFFFTTTTTAAFFFFFTTTTAFFFFFTTTTAFFFFFTTTTTAFFFFFTTTTTTTTTFFFFFATTTTTFFFFFATTTTTFFFFFFAAFFFFFTTTTAFFFFFTTTTAFFFFFTTTTTAFFFFFTTTTTAFFFFFTTTTTTTTTFFFFFAATTTTFFFFFATTTTTFFFFFAAAFFFFFTTTTTTAFTAAAAAFFFFFFFFFFFFFFFFFFFFFFFTTTTTTTTTTTTTTTTTTTTTTAFTAAFTFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFTTTTTTTTTFFFFFFFFFFFFFTTTTTFFFFFFFFFFFFFFTTTTTTFFFFFFFFFFFFFFFTTTTTTFFFFFFFFFFFFFFFFFFFTTTTTTFFFFFFFFFFFFFFFFFFFFFTTTTTTTTTTFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFTTTTTTTTTTTTTTTTTTTTTTTTTFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF9" PIPEFFFBACKFILLPER SPECSFFFTTTTTFFGRADEFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFAFTNON-BEARING WALL ANCHORAGE @ SOGNG WALL ANCHORAGES301 - 22NTSNTSRAAMPLITUDE OF AMPLITUDE O1A4" ± TORECEIVE NEW CONC, TYPRECEIVE NEW C()#4 @ 18" OCARRRRRRTYPRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAARAAAPIPES WO, SEE PLUMBING PLANUMBING PLANRRRAAAARATYPICAL SLAB PATCH DETAILTYPICAL SLAB PATCHS301 - 32S301 - 32NTSDREINF DS301 - 12ATDRAFTDRAFTA323242T22134
2F SQUARE3"CLR" F "" F "3"CLREN(E) SOG(N) POST PER PLANBOT REINF PER PLANFTG PER PLAN5"#4 BAR @ 12" OCANCH BOLTPER SCHEDDRILL HOLE FOR (N) ANCHOR,EPOXY HOLE AFTER ANCHORHAS BEEN INSTALLED(N) HD PER PLAN#4 DOWELS @ 12" OC W/SIMP SET-XP (ICC-ESR-2508)EQEQPER PLAN134"MIN#4 DOWELS @ 12" OC W/SIMP SET-XP (ICC-ESR-2508)EDGE OF (E) FTGPOST PER PLAN3"CLRFTG PER PLANHD PER PLANTOP REINF PER PLANPLANSIMPSON 'PAB' ANCHOR BOLTHOLDOWNTYPEFOOTINGTYPE" F " MIN (IN)HOLDOWN ANCHORTHR RODDIA (IN)FASTENERSMIN MEMBERTHICKNESS (IN)MIN EMBED"le" (IN)ALLOWABLE LOADS (lbs)10 HDU4-SDS2.5PAB55814-SDS 14" x 2 12"3 x 3 12"6 125,64516 12HDU11-SDS2.5 PAB8 130-SDS 14" x 2 12"3 12" x 3 12"119,33516 12HDU11-SDS2.5 PAB8 136-SDS 14" x 2 12"5 12" x 5 12"1114,4458AF28BF38CF31. MINIMUM EDGE DISTANCE IS SHOWN ABOVE, ANCHOR LOCATIONS PER PLAN(E) FTG PER PLAN(N) HOLDOWN @ (N) FTGS311 - 131" = 1'-0""le"4" EMBED,TYPMIN DISTPER 14/-3" CLRALTERNATIVE CUSTOM 'AB' ASSEMBLIESHOLDOWNTYPEPLATE WASHER (IN)THR ROD DIA (IN)NUTS12 x 1 34 x 1 3458 Ø F1554 GR 36(3) HEX HEAD58 x 3 x 2 341 Ø F1554 GR 36(3) HEX HEAD58 x 3 x 2 341 Ø F1554 GR 36(3) HEX HEAD8A8B8CMINIMUM DISTANCE FROM GRADE TO WOOD FRAMINGS311 - 32NTS8" MIN @EXPOSED EARTH (1)(4)WALL STUDSPER PLAN, WOSOG PER PLAN6" MIN @ASPHALT/CONC (1)(4)(E) FTG PER PLAN18" MINASPHALT / CONC (2)NOTES:1. MIN DISTANCE TO EXPOSED EARTH APPLIES TO BOTH TURNED DOWN AND STEM WALL FOOTINGS2. CONCRETE OR IMPERVIOUS SURFACE WITH ADEQUATE DRAINAGE AWAY FROM FOUNDATION (2% MIN SLOPE)(E) WALL STUDSPER PLAN, WO(E) SOG PER PLAN(E) FTG PER PLANS6-3111434543343533252315144134241\\corp\rrm\on-site\1600\1778-01-UR19-Dublin-Citywide-Multifamily-Design-Standards\Structural\ConDocs\Sheet-Files\S_\1778-01-UR19 - S-311.dwg, S6_311, May 07, 2021 3:25pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAJ. LONG M. DOREMUSJ. MEADOWSPRELIMINARYNOT FOR CONSTRUCTIONCD PROTOTYPE - INITIAL SUBMITTALAFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT2F SQUARETTTTTTTTTTT" F "" F "TTTTTTT" F "TTTTTTT3"3"CLRCLRBOT REINF PER PLANTTTTTTTTTTTTTTTTTTTOP REINF PER PLAN REINF PER PLANTTFTSIMPSON 'PAB' ANCHOR BOLTSIMPSONTFASTENERSTTHR RODTDIA (IN)TANCHORANCHORTHOLDOWNT" F " MIN (IN)FTFOOTINGTYPEFHOLDOWNTYPEDRAF10 HDU4-SDS2.5PAB5PAB55T814-SDS1T4" x 21T2"161THDU11 SDS2 5 PAB8 1PAB830 SDS1T"x21T"F8AFF2F8BFF3FTFTFTFTFFTTTTTTTTTTTTTTTTTADRADRAA323242135
(N) ANCHOR BOLT3"MAX(N) WALL STUDS(N)2x FLAT(N) 2x FLAT BLKW/ (2) 10d EAEND, TYP EA SIDE(N)(2) 14"Øx 4 12"SIMP 'SDS' EAEND EA BLK(E) CONC STEM OR FTGAANCHOR BOLT AT WOOD STUDS401 - 14NTSNAILING SCHEDULES401 - 12NTSFASTENING SCHEDULEPER 2019 CBC 2304.10.1CONNECTIONFASTENING LOCATION1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW3-8d COMMONEACH END, TOENAIL2. BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TO TOP PLATE, TO RAFTER OR TRUSS2-8d COMMONEACH END, TOENAIL2-16d COMMON END NAIL3. FLAT BLOCKING TO TRUSS AND WEB FILLER16d COMMON @ 6" OCFACE NAIL4. CEILING JOIST TO TOP PLATE3-8d COMMONEACH JOIST, TOENAIL5. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS3-16d COMMON FACE NAIL6. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT)3-16d COMMON FACE NAIL7. COLLAR TIE TO RAFTER3-10d COMMON FACE NAIL8. RAFTER OR ROOF TRUSS TO PLATE3-10d COMMONTOENAILb9. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTER; OR ROOF RAFTER TO 2-INCH RIDGE BEAM2-16d COMMON END NAIL3-10d COMMON TOENAIL10. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS 16d COMMON 16" OC FACE NAIL11. BUILT-UP HEADER (2" TO 2" HEADER)16d COMMON16" OC EACH EDGE, FACE NAIL12. CONTINUOUS HEADER TO STUD4-10d COMMON TOENAIL13. TOP PLATE TO TOP PLATE16d COMMON 16" OC FACE NAIL14. TOP PLATE TO TOP PLATE, AT END JOINTS8-16d COMMONEACH SIDE OF END JOINT, FACE NAIL(MINIMUM 24" LAP SPLICE LENGTH EACH SIDEOF END JOINT)15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING2-16d COMMON 16" OC FACE NAIL16. STUD TO TOP OR BOTTOM PLATE4-8d COMMON TOENAIL2-16d COMMON END NAIL17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS2-16d COMMON FACE NAIL18. JOIST TO SILL, TOP PLATE, OR GIRDER3-8d COMMON TOENAIL20. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW8d COMMON6" OC, TOENAIL21. 1"x6" SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON FACE NAIL22. 2" SUBFLOOR TO JOIST OR GIRDER2-16d COMMON FACE NAIL23. BUILT-UP GIRDER AND BEAMS, 2" LUMBER LAYERS20d COMMON (4" x 0.192")32" OC FACE NAIL AT TOP AND BOTTOMSTAGGERED ON APPOSITE SIDE24. LEDGER STRIP SUPPORTING JOIST OR RAFTERS 3-16d COMMONEACH JOIST OR RAFTER, FACE NAIL26. JOIST TO BAND JOIST OR RIM JOIST3-16d COMMON END NAIL27. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS2-8d COMMONEACH END, TOENAILNOTES:a. THIS NAILING SCHEDULE SHALL ONLY BE USED IF CONDITION IS NOT OTHERWISE DETAILED OR SPECIFIED ON THE CONSTRUCTION DOCUMENTS. COMMON NAILS SHALL BE USED EXCEPT WHEREOTHERWISE STATEDb. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THISSCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL2"MIN2"MIN5 12" MIN FOR 2x86 12" MIN FOR 2x107 12" MIN FOR 2x12FASTENERS TO BE STGR IN TWO ROWSLEDGER PER PLANLAG SCREW, THROUGH BOLTOR ANCHOR WITH WASHERNOTE:THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDEFACE OF THE BAND OR RIM JOIST16"UNO112"LEDGER DETAILS401 - 24NTSBEARING/SHEAR WALL HEADER SCHEDULE8 INCH WALLS 3-STORY 2-STORY 1-STORYOPENINGWIDTH8xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDS3-STORY 2-STORY 1-STORYUP TO 3'-0" 4x8 FLAT 2x 2x8 2x83'-0" - 5'-0" 6x8 FLAT 2x 2x8 2x85'-0" - 7'-0" 6x8 FLAT(2) 2x2x8(2) 2x8OPENINGWIDTH8xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDS3-STORY 2-STORY 1-STORYUP TO 3'-0" 6x8 FLAT 2x 2x8 2x83'-0" - 5'-0" 8x8 2x 2x8 2x85'-0" - 7'-0" 8x12(2) 2x (2) 2x8 (2) 2x8OPENINGWIDTH8xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDS3-STORY 2-STORY 1-STORYUP TO 3'-0" 6x8 FLAT 2x 2x8 2x83'-0" - 5'-0" 8x8 2x 2x8 2x85'-0" - 7'-0" 8x12(2) 2x (2) 2x8 (2) 2x8BEARING/SHEAR WALL HEADER SCHEDULE4 INCH WALLS 3-STORY 2-STORY 1-STORY 6 INCH WALLSOPENINGWIDTH4xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDS3-STORY 2-STORY 1-STORYOPENINGWIDTH6xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDSUP TO 3'-0"4x4 2x 2x4 2x4UP TO 3'-0"6x4 2x 2x6 2x63'-0" - 5'-0" 4x62x 2x4 2x43'-0" - 5'-0"6x6 2x 2x6 2x65'-0" - 7'-0" 4x8(2) 2x (2) 2x4 (2) 2x45'-0" - 7'-0"6x8(2) 2x2x6(2) 2x6OPENINGWIDTH4xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDS3-STORY 2-STORY 1-STORYOPENINGWIDTH6xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDSUP TO 3'-0" 4x82x 2x4 2x4UP TO 3'-0"6x6 2x 2x6 2x63'-0" - 5'-0" 4x102x(2) 2x42x43'-0" - 5'-0"6x8 2x 2x6 2x65'-0" - 7'-0"4x12(2) 2x4x4(2) 2x45'-0" - 7'-0"6x12(2) 2x (2) 2x6 (2) 2x6OPENINGWIDTH4xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDS3-STORY 2-STORY 1-STORYOPENINGWIDTH6xHEADERSILL ATWINDOWPOST /TRIMMERKINGSTUDSUP TO 3'-0" 4x82x(2) 2x42x4UP TO 3'-0"6x6 2x 2x6 2x63'-0" - 5'-0" 4x102x(2) 2x42x43'-0" - 5'-0"6x8 2x 2x6 2x65'-0" - 7'-0"4x12(2) 2x4x6(2) 2x45'-0" - 7'-0"6x12(2) 2x (2) 2x6 (2) 2x6NOTES:1. THIS DETAIL APPLIES AT ALL EXT WALLS AND INT LOAD BEARING WALLS AND ALSO APPLIES TO SHEAR WALL FRAMINGA. FOR SHEAR WALLS SEE 13/S-402 FOR ADD'L REQUIREMENTS.2. FOR INTERIOR NON-BEARING PARTITIONS SEE DETAIL 43/- HEADERS, KING STUDS AND OTHER REFERENCES ON PLANGOVERN OVER THIS TYPICAL SCHED/DETAILS3. PROVIDE A34 @ 4" WALLS & A35 @ 6" OR GREATER WALLS (ICC-ESR 2353)EXTERIOR WALL / INTERIOR WALL BEARING WALL FRAMINGS401 - 32NTSHDR SPANPLY SHTG PERPLAN & SCHEDA34 @ 2x4 STUD WALLSA35 @ 2x6 & 2x8 STUD WALLS, T&BTOP PL SPICE PER 31/S-403DBL TOP PLPLY SHTG PERPLAN & SCHED(4) 16d, TYPLTP4, EA SIDE(ICC-ESR 2523)HDR SPANLTP4, EA SIDE(ICC-ESR 2523)STUDS/POST BLKG TO MATCH BRG STUDSABV IN FLR SPACE AND ABV HDRLTP4, (ICC-ESR 2523),@ 4x/6x POSTSHDR SPANHDR SPANSTUDS/POSTS BELTO CONT BEARINGFROM ABV TO FNDPLAN CALLOUT5" MIN9" MAXKING STUDS PER SCHEDUNO ON PLANA34/A35 T&B @ ALLKING STUDS & POSTS,UNODBL TOP PL(6) 16d TO HDR, TYPFLUSH HDR PER PLAN OVERBEARING STUDS BELWINDOW SILL PER SCHEDA34/A35 WHEN OPENING IS 6'-0" ORGREATER & AT ALL 4x /6x POSTSPT SILL TO MATCHSTUD WIDTHPLAN CALLOUTPLAN CALLOUTPLAN CALLOUTPATRIMMERS PER SCHEDUNO ON PLAN58" Ø x12" BOLTS (7" MIN EMBED)@ 48" OC UNLESS TIGHTER SPCGREQD PER SW SCHED (DETAIL13/S-402) (2) BOLTS MIN PERPIECE OF SILL PLKING STUDS PER SCHEDUNO ON PLANLTP4 EA SIDE, TYP(ICC-ESR 2523)WALL PLATE HEIGHTPER ARCHWALL PLATE HEIGHTPER ARCHSTRAP PERPLAN, TYPCLIP @ I.F. OF KING STUD,A34 @ 2x4 WALLS &A35 @ 2x6 & 2x8 WALLSCLIP @ EA FACE OFKING STUD, A34 @2x4 WALLS & A35 @2x6 & 2x8 WALLSCEILING JOIST SCHED & DETAILSS401 - 33NTS4"EMBEDFACE OF CMUOR CONC WALLCEILING JST PER SCHEDW/ SIMP "U" HANGER TOLEDGER2x PT LEDGER W/ 12"ØAB @ 4'-0" & 1'-0" MAXFROM ENDS OF PIECEAGAINST CMU OR CONC WALLWALL STUDSCEILING JST PER SCHEDW/ SIMP "U" HANGER TOLEDGER2x LEDGER SAME SIZE AS JST, W/(2) 16d PER EA STUD @ 2x4 & (3)16d EA STUD @ 2x6 & 2x8 JSTAGAINST STUD WALLJST PARA TOWALL WO2x CONTBLKGBLKG @ 4'-0"@ PARA JSTON TOP OF WALL2x CONT BLKGCEILING JSTPER SCHEDNON-BEARINGSTUD WALLDBL TOP PLCEILING JOIST SCHEDJOIST SIZE MAX SPAN2x4 @ 16" OC9'-0"2x6 @ 16" OC14'-0"2x8 @ 16" OC18'-0"NOTE:THIS DETAIL IS INTENDED FOR CEILING JST THAT SPANFROM WALL TO WALL @ CONTRACTORS OPTIONNOTE:1. HEADERS, KING STUDS AND OTHER REFERENCES ON PLAN GOVERNOVER THESE TYPICAL SCHEDULES/DETAILS.2. NAIL SILL PLATE TO WOOD FRAMED FLOORS WITH 16d @ 12" O.C.2X STUDS @ 16" O.C.SEE PLANDOOR OR WINDOWHDR PER SCHEDKING STUD, TYPDOOR ROUGHOPNG WIDTHWINDOW ROUGHOPNG WIDTHWINDOW ROUGH OPNG HTDOOR ROUGH OPNG HT3" MIN 9" MAXREFER TO NAILING SCHED(ITEM 8) IN DETAIL 12/-FOR SOLE PL TO STUDREFER TO NAILING SCHED (ITEM 9)IN DETAIL 12/- FOR DBL STUDREFER TO NAILING SCHED(ITEM 16) IN DETAIL 12/-FOR HDR TO STUDTOP PL SPLICE PERTYPICAL SPLICE DETAILS2X TRIMMER, TYP2X WINDOW SILL TYPOR SHTGTOP OF SLABSEE NON-BRG PARTITIONATTACHMENT DETAIL FORCONN TO FRMG ABVSEE NON-BEARING PARTITION ANCHORAGEDETAIL 34/S-311 FOR CONN TO CONC SLABHEADER SCHEDULEOPENING WIDTH2x4 WALL HEADER2x6 WALL HEADER<4'-0"4x44x6 FLAT4'-0" - 6'-0" 4x6 6x66'-0" - 8'-0"4x8 6x68'-0" - 10'-0" 4x10 6x8PRESSURE TREATED SILL PLINTERIOR NON-BEARING PARTITION WALL FRAMINGS401 - 43NTSMULTI-PLY MEMBER CONNECTIONS401 - 13NTS312"514"7"2"TYP2"TYP10d NAILS(0.128" x 3")# OF ROWS OF FASTENERS:2 ROWS @ 12" OC FOR < 14" DEPTH3 ROWS @ 12" OC FOR > 14" DEPTHTYP, UNO ON PLANS134"TYP134"TYP134"TYP10d NAILS(0.128" x 3")EA FACE14" x 6" SDS SCREWS2 ROWS OF FASTENERS @24" OC, TYP UNO ON PLANS2-PLY3-PLY4-PLYNOTE:FOR BEAMS WITH FASTENERS ON BOTH SIDES,STAGG FASTENERS ON SECOND SIDE SO THEY FALLHALFWAY BETWEEN FASTENERS ON THE FIRST SIDEWALL STUDSPER PLAN16d @ 6" OC,(2) ROWS, STGRAINTERSECTION CONDITIONBCORNER CONDITION16d @ 6" OC,TYPTYPICAL WOOD STUD INTERSECTIONSS401 - 23NTSS6-4011424345433433223121344\\corp\rrm\on-site\1600\1778-01-UR19-Dublin-Citywide-Multifamily-Design-Standards\Structural\ConDocs\Sheet-Files\S_\1778-01-UR19 - S-401.dwg, S6_401, May 07, 2021 3:25pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAJ. LONG M. DOREMUSJ. MEADOWSPRELIMINARYNOT FOR CONSTRUCTIONCD PROTOTYPE - INITIAL SUBMITTALDRAFTDRANAILING SCHEDULENG SCHEDULES401 - 12NOTES:a. THIS NAILING SCHEDULE SHALL ONLY BE USED IF CONDITION IS NOT OTHERWISE DETAILED OR SPECIFIED ON THE CONSTRUCTHIS NAILING SCHEDULE SHALL ONLY BE USED IF CONDITION IS NOT OTHERWISE DETAILED OR SPECIFIED ON THE CONSTRUCOTHERWISE STATEDOTHERWISE Sb. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CWHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WSCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAILSCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY NTSDRADDAAAAAARRRRRRRRDDDDDDDDDDDDDDDDDDDDDDRRRDDDDDDDDDDDDDDDDRDDDDDDDDDAAAAAAAAAAAAAAAAAAAAAAAAARRRRRRRRRRRRRRRRRRRRRRRRDDDDDDDDDDDDDDDDDDRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAAAAAAADDRADPLAN CALLOUTPLAN CALLOUTRPLAN CALLOUTPLAAAAAAPADDDDDDDDDDS (7" MIN EMBED)S (7" MIN EMBED)SS TIGHTER SPCGSS TIGHTER SPCHED (DETAILCHED (DETAOLTS MIN PEROLTS MIN PERLLDDDDARRRRRRRRRRRRRRRRRRRRRRR4""EMBEDDFACE OF CMUFOR CONC WALLORRRCEILING JST PER SCHEDCEILING JSTW/ SIMP "U" HANGER TOW/ SIMP "U"RRRRRRAAAAAAAWALL STUDSWALL STUDSAAACEILING JST PER SCHEDCEILING JST PER SCW/ SIMP "U" HANGER TOW/ SIMP "U" HANGAAAAAAAJST PARA TOWALL WOAAA2x CONTBLKGAAABLKG @ 4'-0"@ PARA JSTAAAAAAAAAAAAAAARRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAAAAAAAAAAAAAAAAAARAARRRAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAARARRDDDDDDDDDDDTTREFER TO NAILING SCHED(ITEM 16) IN DETAIL 12/-(ITEM 16) IN DETAIL 12/-FOR HDR TO STUDFOR HDR TO STUDDSEE NON-BRG PARTITIONATTACHMENT DETAIL FORCONN TO FRMG ABVDHEADER SCHEDULEHEADER SDDD# OF ROW2 ROWS @3 ROWS @TYP, UNO AFTAFFTAFTTTFFFTTTTTTFFFFFFFFFTTTFFFFFFFFFFFFTTTTTTTTTTTTTTTTTTFFFFFFTTTFFFATDRAFTDRAFTA3232136
WHERE 10d NAILS ARE 3 INCHES ON CENTER OR LESS, NAILS SHALL BE STAGGERED.4.3.7.15/32" STRUCT 1 PLYWOOD 3xWALL1,122x3x5/8"Ø LAG SCREWS9.10d @ 3" OC12.8" OC280 PLF5/8"Ø LAG SCREWS10d @ 4" OCEDGE 8d @ 12" OCINTERMEDIATESPLIT BLOCKING/RIM.A34 @15/32" STRUCT 1 PLYWOOD(EACH FACE OF WALL)1740 PLFLTP4 @4" OC4" OCPROVIDE E.N. AT ALL END STUDS, STUDS/POSTS WITH HOLDOWNS OR TIE DOWN STRAPS, SILL PLATES ALL PLYWOOD SHALL BE 5 PLY MINIMUM WITH A SPAN RATING OF 32/16 AND ALL PANEL EDGES SHALLWHERE SILL SHEAR TRANSFER IS THROUGH LAG SCREWS, SILL PLATE SHALL NAILS SHALL BE 1/2 INCH MINIMUM FROM PLYWOOD PANEL EDGE AND 3/8 INCH MINIMUM FROM CONNECTING MEMBER EDGE WHERE SHEAR EXCEEDS 300 PLF.USE 3x FRAMING AT BOTTOM SILL PLATES, BLOCKING AND ALL STUDS AT ADJACENT PANEL EDGESALL NAILS SHALL BE COMMON NAILS.WHERE SHEAR EXCEEDS 300 PLF. STRUCTURALLY ACCEPTABLE TO USE (2) 2x INSTEAD OF 3x FRAMINGLAG SCREWS SHALL BE 6 INCHES LONG AND HOLES ARE TO BE PRE-DRILLED AS TO NOT BE A MINIMUM OF 2 1/2" THICK.NOTES:1.2.5.6.8.15/32" STRUCT 1 PLYWOOD15/32" STRUCT 1 PLYWOOD3x3xSYMBOL615/32" STRUCT 1 PLYWOODSTRUCT SHEATHING15/32" STRUCT 1 PLYWOODFRAMINGSIZE5/8"Ø LAG SCREWS1020 PLFPLYWOOD PLY INDICATED.ORIENTED STRAND BOARD (OSB) MAY BE SUBSTITUTED FOR PLYWOOD NOTED ABOVE PROVIDED ITIS RATED BY APA'S PERFORMANCE STANDARD RATING AND IS OF THE SAME NUMBER OF LAYERS ASREFER TO PLATE WASHER DETAIL FOR REQUIREMENTS LENGTHEN ANCHOR BOLTS AS REQUIRED FOR EMBEDMENT AND SILL PLATE THICKNESS.665 PLF860 PLFSEE ELEVATION ABOVE FOR TYPICAL CONSTRUCTION.5/8"Ø LAG SCREWS10d @ 4" OC 10d @ 12" OC10.11.10d @ 12" OC@ 16" OC@ 8" OC10d @ 2" OC 10d @ 12" OC8" OC5/8" DIA @ 32" OC5/8" DIA @ 24" OC2015 AWC SDPWS510 PLFCAPACITY PERSILL NAILING/LAG SCREWSSHEAR WALL SHEATHING / NAILING SCHEDULE2,3,4@ 16" OCNAILING8d @ 6" OCNAILS 10d @ 12" OCSUPPORTS16d @ 6" OC10, 11724" OC12" OCA35s85/8" DIA @ 48" OC5/8" DIA @ 32" OCANCHOR BOLTING15/32" STRUCT 1 PLYWOOD(EACH FACE OF WALL)3x1330 PLF@ 8" OC 5/8"Ø LAG SCREWS10d @ 3" OC 10d @ 8" OC5/8" DIA @ 16" OC3x 10d @ 2" OC 10d @ 6" OC5/8" DIA @ 8" OC(EACH FACE OF WALL) @ 8" OC6" OC5/8" DIA @ 16" OC15/32" STRUCT 1 PLYWOOD 3x340 PLF10d @ 6" OC 10d @ 12" OC 16" OC 5/8" DIA @ 48" OC5/8"Ø LAG SCREWS@ 16" OCBE BLOCKED. PROVIDE 1/8" GAP AT ALL PANEL JOINTS.AND TOP PLATES.13.LIMITATIONS OF MECHANICAL PENETRATIONS IN SHEAR WALLS:A. 4 1/2" MAX PENETRATIONB. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS. SQUARE PENETRATIONS SHALL RADIUS EDGES. DO NOT OVER CUT HOLE WITH SAW14SDS SCREWSOPTION12" OC12" OC8" OC6" OC4" OC(2) @ 8" OC *(2) @ 6" OC *(2) @ 4" OC *14.ASSUMES A 1 1/4" MIN LSL RIM BOARD. FASTENER EDGE DIST IS 5/8" MIN & 6" END DISTANCE MIN.2" MIN PENETRATION INTO RIM BOARD.* WALL W/ DOUBLE SIDED PLYWOOD REQUIRE (2) RIM BOARDS.INTERMEDIATE FIELD NAILING PERSCHED @ INTERIORWINDOW ROUGHOPENING HEIGHTDOOR ROUGH OPENING HEIGHT2x WINDOWSILL, TYPUPPER STORY SHEAR WALLLENGTH PER PLANHEADERUPPER STORY SHEAR WALLLENGTH PER PLANNON-SHEAR WALLPER PLANHOLDOWN DETAILSPER PLANANCHOR BOLTSPER SCHEDBOUNDARY POSTPER PLANHOLDOWNSTRAP PERPLANLAG SCREWSPER SCHEDHOLDOWNSTRAP PERPLAN16"SEE NOTE 13B, TYPSEE NOTE13A, TYPWHERE PLANS SHOW (2) 2x6STUDS / POSTS IN SHEAR WALLS.CONN W/ 16d @ 4" OC, STAGGON EA SIDE OF POST (OR 4xMAY BE USED IN LIEU OF (2) 2x)A35 CLIP EA SIDE OF POST( USE LTP4 @ DOOR OREND CONDITION)DOOR ROUGHOPENING WIDTHWINDOW ROUGHOPENING WIDTHNON-SHEAR WALLPER PLANLOWER STORY SHEAR WALLLENGTH PER PLANLOWER STORY SHEAR WALLLENGTH PER PLAN3" MIN6" MIN1'-6" MAX412"412"NON-SHEAR WALLPER PLANHOLDOWN DETAILSPER PLANPOST IN WALL W/ NOTIE DOWN PER PLAN3" MIN9" MAXAT BOTTOM SILL PLATES.ABCDEFGH15.SIMPSON 'LTP4' CLIP SHALL BE INSTALLED IN A HORIZONTAL ORIENTATION. IF CLIP IS INSTALLEDOVER THE SHEATHING, O.131" x 2 1/2" NAILS SHALL BE USED.15@ 6" OC 5/8"Ø LAG SCREWSTYPICAL SHEAR WALL ELEVATION AND SCHEDULES402 - 13NTSNAIL SPCG PERSCHED, STAGG1 12"(2) NAILS @SPCG PER SCHED1 12"SINGLE SIDEDDOUBLE SIDEDPLY SHTG PERPLAN & SCHEDPLY SHTG PERPLAN & SCHED18" GAP TYP @ADJOINING PANEL EDGE18" GAP TYP @ADJOINING PANEL EDGEELEVATIONPLAN2x STUD NAILING @ ADJOINING PANEL EDGESS402 - 14NTSSTGR ADJOININGPANEL EDGES18" GAP TYP @ADJOINING PANEL EDGE18" GAP TYP @ADJOINING PANEL EDGEPLY SHTG PERPLAN & SCHED2x FRAMINGMEMBER OR BLKGOPTION "A" - PLAN(STAGGERED PANEL JOINTS)18" GAP TYP @ADJOINING PANEL EDGEPLY SHTG PERPLAN & SCHED3x FRAMINGMEMBER OR BLKGOPTION "B" - PLAN(NON-STAGGERED PANEL JOINTS)18" GAP TYP @ADJOINING PANEL EDGEDOUBLE SIDED SHEAR WALL S402 - 24NTS12"MAXPLY SHTG PERPLAN & SCHED12"MAX12"MAX12"MAX12"MAX2x6 PLAN(DBL SHEATHED)A2x4 STUD WALL SECTION(SINGLE / DBL SHEATHED)B2x6 STUD WALL SECTION(SINGLE SHEATHED)C2x6 STUD WALL SECTION(DBL SHEATHED)STGR PLATEWASHERSPLY SHTG PER PLAN& SCHED, TYPBOLT Ø+ 116"134"MAXBOLT Ø+ 316"GALV PL WASHER0.229" (3 GA) x 3" SQ(SIMP BP58 -3 HDG ORZMAX)GALV PL WASHER0.229" (3 GA) x 3" SQ(SIMP BPS 58 -6 HDGOR ZMAX)CONC STEM WALL /FDN PER PLANPLY SHTG PERPLAN & SCHEDCONC STEM WALL /FDN PER PLANPLY SHTG PERPLAN & SCHEDCONC STEM WALL /FDN PER PLANNOTE:STANDARD CUT WASHER NOTREQ'D BTWN NUT & PL WASHERNOTE:STANDARD CUT WASHER REQ'DBTWN NUT & PL WASHERPLATE WASHER DETAILS402 - 34NTSCORNER W/O POSTCORNER W/ POSTINTERSECTION W/ POSTINTERSECTION W/O POST16d TO MATCH BOUNDARYNAILING & SPACINGBNBNBNSTRAP HOLDOWNWO PER PLANSIMP HOLDOWNPER PLAN16d TO MATCH BOUNDARYNAIL SPACINGPLY SHTG PERPLAN & SCHEDBNSIMP HOLDOWNPER PLANPLY SHTG PERPLAN & SCHEDPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WO16d TO MATCHSILL BOUNDARYNAIL SPACINGBNBNDBL SIDED SW, WO16d TO MATCH BOUNDARYNAILING & SPACINGDBL SIDED SW, WOBNBNBNSTRAP HOLDOWN PERPLAN, MAY OCCUR INEITHER ORIENTATIONPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WOBNBNDBL SIDED SW, WOPLY SHTG PERPLAN & SCHED16d TO MATCH BOUNDARYNAIL SPACINGSTRAP HOLDOWN PERPLAN, WOBNBNBNPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WOSIMP HOLDOWNPER PLANPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WO16d TO MATCHSILL BOUNDARYNAIL SPACINGSIMP HOLDOWNPER PLANPLY SHTG PERPLAN & SCHEDDBL SIDED SW, WO16d TO MATCHSILL BOUNDARYNAIL SPACINGBN BNSHEAR WALL INTERSECTIONS402 - 42NTS2x BLKG OR 3x BLKGWHERE REQUIREDPER SW SCHED(2) 10d TOE NAILS, TYPELEVATIONTYPICAL BLOCKING DETAILS402 - 43NTSNOTES:1. 2 BAYS OR 32" MIN STRAP LENGTH2. BOUNDARY AND EDGE NAILING FROM PLYWOOD TO STUDS /FRAMING SHALL OCCUR ABOVE AND BELOW OPENINGS ATTHIS CONDITION3. SEE TYPICAL SHEAR WALL ELEVATION FOR BALANCE OF INFONOT SHOWNMARK# OFBLKGSIMPSONSTRAPNAILS EA SIDEOF OPENINGSTRAP LENGTH(IN)ALLOWABLETENSION LOADS(LBS)11CS20(12) 10d x 2 12"1,03021CS16(20) 10d x 2 12"1,70531CS14(26) 10d x 2 12"2,49042CMSTC16(50) 10d x 3 14"4,69052CMST14(66) 10d x 2 12"6,47562CMST12(86) 10d x 2 12"399,215OPENING PER PLANDBL TOP PL2x BLKG,UNOSIMP 'CS' OR'CMST"'STRAP(ICC-ESR 2105)WALL STUDS PERSHEAR WALL SCHEDCONT STRAP ACROSSOPENING WIDTHDBL 2x BLKG AT SIMP"CMST" STRAPSTRAP LENGTH PER SCHEDUNO ON PLANHEADER PER PLAN OR BRGWALL HEADER SCHEDSTRAP NAILS THIS SIDEPER SCHED, TYP321STRAP NAILS THIS SIDEPER SCHED, TYPFORCE TRANSFER AROUND OPENINGSS402 - 44NTSEND LENGTH PERSCHED ON 24/S-4054'-0" MIN, UNOT.O. CONCCURBT.O. CONCSILL PL AB, WOSILL PLPIECE OFPT STUDDBL STUD@ STEP4x BLKG @ STRAPEDGE NAIL @ SHTGSIMP STRAP (CS16, UNO)APPLIED OVER SHTG (EASIDE @ DBL SIDED WALLS)WALL SHTGPER PLANSTRAP AT STEP IN SHEAR WALL SILL PLATES402 - 53NTSS6-4021424344353421344\\corp\rrm\on-site\1600\1778-01-UR19-Dublin-Citywide-Multifamily-Design-Standards\Structural\ConDocs\Sheet-Files\S_\1778-01-UR19 - S-402.dwg, S6_402, May 07, 2021 3:26pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAJ. LONG M. DOREMUSJ. MEADOWSPRELIMINARYNOT FOR CONSTRUCTIONCD PROTOTYPE - INITIAL SUBMITTALDRAFTWHERE 10d NAILS ARE 3 INCHES ON CENTER OR LE10d NAILS AR4.3.WALLWALL1,122xx3x3xF280 PLF5/8"Ø LAG SCREWSWS10d @ 4" OCEDGEEDGE8d @ 12" OCINTERMEDIATEINTERMEDIATEAFPROVIDE E.N. AT ALL END STUDS, STUDS/POSTS WITE E.N. AT ALLALL PLYWOOD SHALL BE 5 PLY MINIMUM WITH A SPWOOD SHALNAILS SHALL BE 1/2 INCH MINIMUM FROM PLYWOOHALL BE 1/2 INCONNECTING MEMBER EDGE WHERE SHEAR EXCECTING MEMBUSE 3x FRAMING AT BOTTOM SILL PLATES, BLOCKINRAMING AT RAFTRAFTRAFTRAFTARRAALL NAILS SHALL BE COMMON NAILS.LS SHALL BE CWHERE SHEAR EXCEEDS 300 PLF. STRUCTURALLY ACSHEAR EXCEENOTES:1.2.5.6.SYMBOLOL615/32" STRUCT 1 PLYWOOD15/32" STRUCT 1 PLYWOODSTRUCT SHEATHINGSHEA15/32" STRUCT 1 PLYWOOD5/32" STRUCT 1 PFRAMINGSIZETAFAA2015 AWC SDPWS510 PLFCAPACITY PERSILL NAILINGSILL/LAG SCREWSLAG SCREWSSHEAR WALL SHEATHING / NAILING SCHEDULESHEAR WALL SHEATHING / NAILING SCHEDU2,3,42,3,4@ 16" OCNAILINGNAILING8d @ 6" OC8d @ 6NAILS 10d @ 12" OCSUPPORTS16d @ 6" OCOC10, 11724" OC24" OC12" OC12" OCA35sA35s85/8" DIA @ 48" OC5/8" DIA @ 32" OCANCHOR BOLTING15/32" STRUCT 1 PLYWOOD 3x" STRUCT 1 PLYWOOD 3x340 PLF10d @ 6" OC 10d @ 12" OC10d16" OC 5/8" DIA @ 48" OC16" OC5/8"Ø LAG SCREWSREWS@ 16" OCBE BLOCKED. PROVIDE 1/8" GAP AT ALL PANEL JOCKED. PROVIDAND TOP PLATES.P PLATES.RAFTF1414SDS SCREWSOPTION12" OC12" OC8" OCTAAAARRRRRR16"16"SEE NOTE 13B, TYPSEE NOTE 13B,FTFTFFTTDOOR ROUGHOPENING WIDTHRRRRRNON-SHEAR WALLNOPER PLANFRRAFFFRRLOWER STORY SHEAR WALLWER STORY SHEAR WALLLENGTH PER PLANLENGTH PERTTTLOWER STORY SHEAR WALLLOWER SLENGTH PER PLANLENGFFFF3" MINNFFFFFFFF6" MIN1'-6" MAXXRRRRRRARRRRRRRRRRRRARAAAAAAAAAAAAAAAAATTTTTTTTTTTTTTTTFFTTTTFFRRTTTTTTTTTTTTTTTTFFFFFFFF3" MIN9" MAXFFFFFFFFFFFFFFFFAT BOTTOM SILL PLATES.OM SILL PLATRRRARRRBRRRCTDINTERSECTION W/ POSTINTERSECTION W/ POSTNTSNTDDDD(2) 10d TOE NAILS TYPDDDD42137
STGRPANEL JTCONT PANEL JTPANEL ENDBOUNDARY NAILING (BN)PER SCHEDFRMG PERPLANEDGE NAILING (EN) PER SCHEDSTGR NAILING AT PANEL JTBLKG AT PANEL JTFULL HT BLKG AT RIM JSTPER WALL DETAILSCONT RIM JST PERWALL DETAILSFIELD NAILING (FN)PER SCHEDSHTG PER SCHED18" GAP BTWN SHTG@ PANEL JT(S)NAIL SPCG @PANEL EDGES PER SCHEDNAIL SPCG @PANEL EDGESPER SCHED2'-0" MINPANEL WIDTHSTRENGTH AXIS ORIENTED PERP TO SUPPORTSNOMINAL MEMBER WIDTH AT PANELEDGES & BOUNDARIES PER SCHEDDIAPHRAGM SCHEDULETYPE LOCATIONSHEATHINGTHICKNESSSHEATHING GRADE SPAN RATING BLOCKING NAILSBOUNDARY NAILING(BN)EDGE NAILING ATCONT. PANEL EDGES(EN)EDGE NAILING ATOTHER PANEL EDGES(EN)FIELD NAILING (FN)PANEL EDGE SUPPORT OR NOMINALMEMBER WIDTH AT PANEL EDGESLINES OFFASTENERSA ROOF SEE NOTE 5 SHEATHING32 / 16NO 10d 6 - 612H-CLIPS 1NOTES:1. DIAPHRAGM SHALL BE GLUED TO FLOOR FRAMING PRIOR TO NAILING, REFER TO PROJECT GENERAL NOTES.2. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 38" FROM SHEATHING EDGE AND 38" FROM LUMBER EDGE.3. NAILS SHALL BE DRIVEN TIGHT TO TOP OF PLYWOOD SURFACE AND SHALL NOT PENETRATE THE TOP OF PLYWOOD MORE THAN COMMONLY EXPECTED WITH HAMMER DRIVEN NAILS.4. WHERE H-CLIPS ARE SPECIFIED, THEY SHOULD BE INSTALLED AS FOLLOWS:A. ONE H-CLIP SHALL BE PLACED BETWEEN ABUTTING PANELS AT A LOCATION MIDWAY BETWEEN EACH PAIR OF TRUSSES, RAFTERS OR JOISTS. HOWEVER, (2) H-CLIPS ARE REQUIRED BETWEEN SUPPORTS WHEN SPACED48 INCHES ON CENTERB. USE THE SAME SIZE PANEL EDGE CLIP AS THE PANEL THICKNESS. H-CLIPS MUST FIT SNUGLYC. ABUTTING WOOD STRUCTURAL PANELS BE FITTED AS CLOSELY AS CLIPS PERMIT. OCCASIONAL MISFIT OF ABUTTING SHEETS MAY BE TOLERATED PROVIDING THAT GAPS DO NOT EXCEED MAXIMUM OPENING OF 14".5. ROOF SHEATHING THICKNESS SHALL BE INSTALLED AS FOLLOWS:A.1532 @ SINGLE PLY OR ASPHALT SHINGLESB.1932 @ TILEC.2332 @ TILE WITH MORTAR(2) JST BAYS MIN13-PLYWOOD DIAPHRAGM SHEATHINGS403 - 12NTSGAP PERDETAIL 12/-DIAPH BN PERPLAN & SCHED2 x 4 FLAT BLKG,WHERE SPECIFIEDFLR SHTG PER PLAN &DETAIL 12/-JST PER PLAN, TYPSECTION2-10d TOE NAILS EA ENDGAP PERDETAIL 12/-H-CLIPFLR SHTG PER PLAN &DETAIL 12/-H-CLIP WHERE SPECIFIEDBLKG WHERESPECIFIED PER SCHEDDIAPHRAGM PANEL JOINTSS403 - 13NTSGYPCRETE, WO(SEE PLAN)DIAPH NAILING PERPLAN & SCHEDFLR SHTG PERPLAN & DETAIL 12/-JST PER PLAN1-10d2-10d2-10d1-10dPLANTYP JOIST BLOCKINGS403 - 14NTSSIMP 'HUSTF'JST HGR, TYPDBL JST TRIMMEROPNG"D"FOR "D" = 2'-8" MAX,USE (2) JOISTSFOR "D" = 4'-0" MAX,USE (3) JOISTSNOTE:FOR LARGER OPENINGS REFER TO FRAMING PLANSIMP 'ST12' CENTEREDON JST, TYPEN AROUNDOPNG, TYPSIMP 'ST12' CENTEREDON JST, TYPMULTIPLE JST (OR BMWHERE NOTED ON PLAN)EN ALONG BLKG & JSTFOR A DISTANCE OF 2'-0"@ EA CORNER OF OPNG2x4 FLATBLKG, TYPOPENING AT FRAMINGS403 - 23NTSMIN LAP SPLICEPER SCHED(4) 16d NAILS(4) 16d NAILSMIN LAP SPICE PER SCHEDNAILS EA SIDEPER SCHEDENDINTERSECTIONPLANSECTIONENDINTERSECTIONCONTINUOUSSPLICE TO OCCUROVER STUD, TYPSPLICE TO OCCUROVER STUD, TYPDBL TOP PLDBL TOP PLNAILS EA SIDEPER SCHEDTOP PLATE LAP NAILINGWALL TYPE MIN LAP SPLICE NAILS EA SIDENON-BEARING 2'-0"(8) 16dNAILS EA SIDEPER SCHEDCONTINUOUSTOP PLATE LAP NAILINGSYMBOL MIN LAP SPLICE NAILS EA SIDEALLOWABLE TOPCHORD CAPACITY4'-0"(8) 16d1,800#4'-0"(12) 16d2,700#4'-0"(16) 16d3,600#4'-0"(20) 16d4,500#4'-0"(24) 16d5,400#4'-0"(28) 16d6,300#4'-0"(32) 16d7,200#ABCDEFGDBL TOP PLATE SPLICE NAILINGS403 - 31NTSS6-40314243454334353324252315123121344\\corp\rrm\on-site\1600\1778-01-UR19-Dublin-Citywide-Multifamily-Design-Standards\Structural\ConDocs\Sheet-Files\S_\1778-01-UR19 - S-403.dwg, S6_403, May 07, 2021 3:26pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAJ. LONG M. DOREMUSJ. MEADOWSPRELIMINARYNOT FOR CONSTRUCTIONCD PROTOTYPE - INITIAL SUBMITTALDRAFT48 INCHES ON CENTER48 INCHES ON CENTERB. USE THE SAME SIZE PANEL EDGE CLIP AS THE PANEL THICKNESS. H-CLIPS MUST FIT SNUGLYUSE THE SAME SIZE PANEL EDGE CLIP AS THE PANEL THICKNESS. H-CLIPS MUST FIT SNUGLYC. ABUTTING WOOD STRUCTURAL PANELS BE FITTED AS CLOSELY AS CLIPS PERMIT. OCCASIONAL MISFIT OF ABUTTING SHEETS ABUTTING WOOD STRUCTURAL PANELS BE FITTED AS CLOSELY AS CLIPS PERMIT. OCCASIONAL MISFIT OF ABUTTING SHEETS 5. ROOF SHEATHING THICKNESS SHALL BE INSTALLED AS FOLLOWS:. ROOF SHEATHING THICKNESS SHALL BE INSTALLED AS FOLLOWS:A.1515F3232 @ SINGLE PLY OR ASPHALT SHINGLES @ SINGB.1919F3232 @ TILE @ TILEC.2323F3232 @ TILE WITH MORTAR @ TILE PLYWOOD DIAPHRAGM SHEATHINGDIAPHRAGM SHEATHINGS403 - 12J2TFTAFTTTTTTTTTTTTFTATFTATTTTTTTTTTTTTTAFTAFTTTFTTTTTTTTTSIMP 'ST12' CENTEREDT12' CENTEREON JST, TYP TYPTTTMULTIPLE JST (OR BMLE JST (OR BMWHERE NOTED ON PLAN)NOTED ON PTTTEN ALONG BLKG & JSTFOR A DISTANCE OF 2'-0"@ EA CORNER OF OPNGFFFFFF2x4 FLAT2x4 FLABLKG, TYPBLKG, TYPATTAAATDRAFTDRAFTA323242138
1.55E LSL HEADERS & BEAMS1.55E LSL BEAMS & HEADERSHEADER OR BEAM DEPTH MAX ROUND HOLE SIZE9 12"3"11 78"3 58"14" - 16" 4 58"8"8"ALLOWEDHOLE ZONE2x DIA OF THE LARGEST HOLE1.55E LSL NOTES:1. ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM AND/ORCONCENTRATED LOADS ANYWHERE ALONG THE MEMBER.2. ROUND HOLES ONLY.3. NO HOLES IN HEAERS OR BEAMS IN PLANK ORIENTATION.LVL, PSL, & 1.3E LSL HEADERS & BEAMS13 DEPTH2x DIA OF THE LARGEST HOLE' d '' d '13 l13 lLVL & PSL ALLOWED HOLE ZONEMIDDLE 13 SPAN13 DEPTHLVL & PSLHOLE ZONE1.3E LSL HOLE ZONELVL, PSL, & 1.3E LSL BEAMS & HEADERSHEADER OR BEAM DEPTH MAX ROUND HOLE SIZE4 38"1"5 12"1 34"7 14" - 20"2"LVL/PSL/1.3E LSL:1. ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY.2. ROUND HOLES ONLY.3. NO HOLES IN CANTILEVERS.4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION.DO NOT CUT, NOTCH, OR DRILL HOLES INHEADERS OR BEAMS EXCEPT AS INDICATEDIN THE ILLUSTRATIONS AND TABLES' d 'AB' d 'MAX HOLE SIZEPER SCHEDULEMAX HOLE SIZEPER SCHEDULEALLOWABLE HOLES THRU ENGINEERED LUMBER HEADERS & BEAMSS404 - 12NTSL/3L/3D/4MAXLENGTH (L)DEPTH, (D)NO NOTCHESPERMITTEDD/6MAXD/3MAX2"2"2" MINNOTES:1. NOTCHING AND BORING NOT PERMITTED IN THE SAME JOIST CROSS SECTION WITHOUT STRUCTURAL ENGINEER'S APPROVAL.2. NOTCH WIDTHS GREATER THAN SHOWN IN TABLE NOT PERMITTED WITHOUT STRUCTURAL ENGINEER'S APPROVAL.NOTCH AND HOLE LIMITATIONSJOIST SIZE MAX HOLE MAX NOTCH DEPTH MAX END NOTCH MAX NOTCH LENGTH2X4NONE NONE NONE NONE2X61 1/2"7/8"1 38"1 1/2"2X82 3/8" 1 1/4" 1 7/8" 2 3/8"2X10 3"1 1/2" 2 3/8"3"2X123 3/4"1 7/8" 2 7/8" 3 3/4"TAPER NOTCH IN LIEU OF SQUARECUT TO REDUCE IMPACTD/3MAXSAWN LUMBER AND RAFTER JOIST NOTCHING AND BORING LIMITATIONSS404 - 13NTS" A " MAX1'-0" MIN1'-0" MIN" B ""D" MAXNOTCHES MIN6'-0" OC" C " MAXBORED HOLETOP ORSILL PL1 12" WIDE x 16 GAGE GALVANIZED STRAP FASTENED TO EA PL ACROSSTHE OPNG & ATTACHED ON EA SIDE OF THE OPNG W/ NOT LESS THAN" F " 16d COMMON NAILSNOTCH AND HOLE LIMITATIONSTOP PL ORSILL PLABCDEF2X4312"112"114"112"534"62X6 412"214"214"212"814"92X8512"3"314"312"1214"12" E "TOP PL AND SILL NOTCH AND BORING LIMITATIONSS404 - 14NTSEXTERIOR & BEARING STUDSNON-BEARING STUDSNOTES:1. NOTCHING AND BORING NOT PERMITTED IN THE SAME STUD SECTION.2. NO MORE THAN 2 SUCCESSIVE DBL. STUDS ARE PERMITTED TO HAVE 60% MAX BORED HOLES.40% MAXSTUD WIDTH NOTCH60% MAX STUDWIDTH BORE25% MAX STUDWIDTH NOTCHSEE NOTE 1SEE NOTE 158" MIN FROMFACE OF STUD40% MAX STUDWIDTH BORE (60%AT DBL STUDS - SEENOTE 2)MAXIMUM BORED HOLE DIAMETER/NOTCH DEPTHSTUD SIZE(IN)APPLICATIONMAX HOLE DIAMETER(IN)MAX NOTCH DEPTH(IN)2X4NON-BEARING 2 18"1 38"EXTERIOR/BEARING1 38" 78"2X6NON-BEARING3 14"2 316"EXTERIOR/BEARING2 316"1 38"58" MIN FROMFACE OF STUDTYP WALL NOTCH AND BORING LIMITATIONSS404 - 24NTSS6-40414243454334353324252314151121344\\corp\rrm\on-site\1600\1778-01-UR19-Dublin-Citywide-Multifamily-Design-Standards\Structural\ConDocs\Sheet-Files\S_\1778-01-UR19 - S-404.dwg, S6_404, May 07, 2021 3:26pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAJ. LONG M. DOREMUSJ. MEADOWSPRELIMINARYNOT FOR CONSTRUCTIONCD PROTOTYPE - INITIAL SUBMITTALDRAFTLVL, PSL, & 1.3E LSL HEADERS & BEAMSLVL, PSL, &T85 5 11F22""11 33T44""7 7 11F44" - 20"" - 20"2"2"FTFTFTFTTTBALLOWABLE HOLES THRU ENGINEERED LUMBER HEADERS & BEAMSE HOLES THRU ENGINEERED LUMBER HEADERS &S404 - 12TTTTTTTTTTTFTTFTTTL/3FFFD/4D/4MAXMAXTFTLENGTH (L)TFFFFFFTTFFTADRAFTDRAFTA323242139
EXTERIOR SHEAR WALL @ ROOF (JST PARA)S421 - 12NTSEN(E) ROOF SHTGPER PLAN(E) 2x BLKG OR RIM JST, VERIFYOR INSTALL SIMP 'A35', SPCGPER SHEAR WALL SCHED OR24" OC, MAX(N) WALL SHTG PERPLAN & SCHED, WO(E) 2x STUDS(E) BN TO MATCH DIAPH SCHED(ADD ADDL BN IF NEEDED)IF BN CANNOT BE VERIFIED DUE TO ROOFFINISH, PROVIDE (N) SIMP 'A35' @ 24" OCW/ PH612I SCREWS INTO SHTG(E) ROOF RAFTERS ORTRUSSES TO REMAINNON-BEARING TOP PLATE CONNECTIONS421 - 14NTSPARALLEL TO JOISTS(E) JSTPER PLAN(N) 2x4 @ 4'-0" W/(2) 16d EA END(N) SIMP DTC @ 24" OC(SLOT NAILS SHALL BEINSTALLED IN MID OFSLOT)(N) 2x STUDS @ 16" OC(E) JST PER PLAN(N) SIMP DTC @ 24" OC(SLOT NAILS SHALL BEINSTALLED IN MID OFSLOT)(N) 2x STUDS @ 16" OCPERPENDICULAR TO JOISTS12" CLRMAX12" CLRMAXEXTERIOR SHEAR WALL @ ROOF (JST PERP)S421 - 11NTSEN(E) ROOF SHTGPER PLAN(E) CLG JST, WO(E) 2x BLKG, VERIFY ORINSTALL SIMP 'A35', SPCGPER SHEAR WALL SCHEDOR 24" OC, MAX(N) WALL SHTG PERPLAN & SCHED, WO(E) 2x STUDS(E) BN TO MATCH DIAPH SCHED(ADD ADDL BN IF NEEDED)IF BN CANNOT BE VERIFIED DUE TO ROOFFINISH, PROVIDE (N) SIMP 'A35' @ 24" OCW/ PH612I SCREWS INTO SHTG(E) ROOF RAFTERS ORTRUSSES TO REMAINEXTERIOR SHEAR WALL @ ROOF (JST PERP)S421 - 13NTS(E) ROOF SHTGPER PLAN(E) CLG JST, WO(E) 2x BLKG, VERIFY ORINSTALL SIMP 'A35', SPCGPER SHEAR WALL SCHEDOR 24" OC, MAX(N) WALL SHTG PERPLAN & SCHED, WO(E) 2x STUDS(E) BN TO MATCH DIAPH SCHED(ADD ADDL BN IF NEEDED)IF BN CANNOT BE VERIFIED DUE TO ROOFFINISH, PROVIDE (N) SIMP 'A35' @ 24" OCW/ PH612I SCREWS INTO SHTG(E) ROOF RAFTERS ORTRUSSES TO REMAINENS6-421\\corp\rrm\on-site\1600\1778-01-UR19-Dublin-Citywide-Multifamily-Design-Standards\Structural\ConDocs\Sheet-Files\S_\1778-01-UR19 - S-421.dwg, S6_421, May 07, 2021 3:26pm, jdlongPROJECT MANAGERDRAWN BYPROJECT NUMBERCHECKED BYSHEET05/07/20211778-01-UR19DATErrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2021.RRM IS A CALIFORNIA CORPORATIONNO. REVISION DATEPROTOTYPE ADUCITY OF DUBLIN, CAPRELIMINARYNOT FOR CONSTRUCTIONJ. LONG M. DOREMUSJ. MEADOWSCD PROTOTYPE - INITIAL SUBMITTAL1424345433435332425231415123134422211211DRAFTEXTERIOS421 - 12(E) 2x STUTRUSSES T(E) BN TO MATCH(ADD ADDL BN IFIF BN CANNOT BFINISH, PROVIDE W/ PH612I SCREWATDRAFTDRAFTA323242T22140
Informational Report on Accessory
Dwelling Unit Prototype Plans and
Manual and Potential Fee
Reductions / Waivers
City Council
September 7, 2021
Item 8.1
141
Background
•City Council Strategic Plan includes objective to
facilitate production of accessory dwelling units
(ADUs) throughout community
•In June 2020, City Council approved consulting
services agreement for RRM Design Group to
prepare ADU Prototype Plans and Manual
142
ADU Prototype Plans
•Eight plans, including:
–Five attached or detached
–Three plans converting garage to ADU
•Studios, one-bedroom, and two-bedroom units
•180 –973 square feet
143
ADU Prototype Plans (continued)
•Three Architectural Styles:
–Spanish
–Traditional
–Modern
144
ADU Prototype Plans (continued)
•“Permit Ready” Plans
include:
–Floor Plans
–Elevations
–Electrical and Plumbing
Plans
–Structural Calculations
–Preliminary Energy
Calculations
145
ADU Manual
•“How-To” Guide for ADUs
•Manual includes:
–Explanation about ADUs
–Process timelines
–Design concepts
–Summary of building codes
and zoning standards
–Cost considerations
–Permitting process
–Definitions and resources
146
Cost Savings to Facilitate ADUs
•Soft costs include:
–Financing and interest
–Architectural/design, structural engineering, and soils
engineering services
–Energy documents
–Permit, impact, and utility connection/capacity fees
•Hard costs include: demolition, site preparation,
materials, labor, and landscaping
•Prototype Plans save homeowners soft costs of
approximately $15,000
147
Current Permit Fees
Permit Fee Description Fee Amount
Permit Application Fee Based on Valuation of Project
Building Permit Fee Based on Valuation of Project
Fire -Plan Check $307.00 per unit
Planning –Plan Check $147.00 per unit
Public Works –Plan Check $616.00 per unit
C & D Compliance Fee $229.00 per unit
California Strong Motion
Instrumentation Program (SMIP)
Surcharge –Residential
$0.13 per $1,000
California Green Building Valuation
Surcharge
$1.00 for each $25,000 or fraction
thereof
Zone 7 Impervious Square Feet $1.00 per square foot of new
impervious surfaces
148
Example Permit Fee Totals
Scope of Work Fee Amount
400 Square Foot Garage Conversion $2,930.71
400 Square Foot Detached ADU $3,509.27
700 Square Foot Detached ADU $4,837.47
850 Square Foot Detached ADU $5,393.57
149
Potential Permit Fee Reductions
•City could reduce or waive permit fees, except:
–SMIP Surcharge
–Green Building Fees
–Zone 7 Fees
•C & D Compliance Fee could be waived if a
homeowner agrees to use AVI, rather than
private waste hauler
150
Potential Permit Fee Reductions
•Consider waiving permit fees through January 1,
2025 (concurrent with State law for impact fees)
for:
–ADUs less than 750 square feet
–ADUs 750 square feet or larger that are deed
restricted as lower-income units
•Result in incentivizing ADU construction,
particularly small ADUs, and assist City in
meeting RHNA
151
Impact Fees
•City impact fees pay for all or portion of costs
of providing certain public services
•Per State law:
–ADUs less than 750 square feet are not subject to
impact fees
–ADUs 750 square feet or larger are subject to impact
fees proportional to primary dwelling unit
152
Current Impact Fees
Impact Fee Description Fee Amount
Public Facility Impact Fee $16,832.00
Fire Impact Fee $123.00
Traffic Impact Fee
Eastern Dublin (outside Transit Center)
Eastern Dublin (inside Transit Center)
Western Dublin
Dublin Crossing
$7,572.00
$5,385.00
$3,384.00
$5,685.00
Eastern Dublin Freeway Interchange Fee (City
of Pleasanton)
$216.99
Eastern Dublin Noise Mitigation Fee $2.85
TOTAL $20,558.84 -$24,746.84
153
Other Jurisdictions
•Pleasanton -Reduced Capital Facility Fee and
Transportation Development Fees by 75% for
ADUs 750-1,000 square feet and by 50% for
ADUs over 1,000 square feet
•County of San Diego -Waived all permit fees
and impact fees for five years
•City of Vista and Marin County -Waived impact
fees for deed-restricted affordable ADUs
154
Impact Fee Study
•City plans to conduct impact fee studies in next
one to two years and potential reductions for
ADUs could be evaluated
155
Connection Fees and Capacity Charges
•Connection fees and capacity charges are one-time fees for
water and sewer service and maintenance
•$10.35 per square foot over 150 square feet, not including
existing square footage converted to an ADU
•Plan review fee is $465
•Proposition 26 prohibits subsidizing connection and capacity
fees of any kind
•Homeowners may reduce cost of building ADU by not
installing separate water meter
156
Dublin Unified School District
•$6.03 per square foot for residential
development
•Per State law, fee is waived for ADUs less than
750 square feet
•School District adjusts fee annually based on a
five-year student enrollment projection and
facility needs
157
Recommendation
•Receive report on ADU Prototype Plans and
Manual and provide direction to Staff on
potential fee waivers to facilitate production of
ADUs
•Depending on direction, Staff will return with
Resolution to amend Master Fee Schedule
158
159