20-101386-CO- Architectual Plan Set-05-31-2022FEDERAL WAY WASHINGTONBUILDING PACKAGE 02/05/ 2020FEDERAL WAY CAMPUS, LLCNELSON WORLDWIDE1200 FIFTH AVE, SUITE 1300SEATTLE, WASHINGTON 98101P: (206) 408-8500MSnyder@nelsonww.comFEDERAL WAY CAMPUS, LLC11111 SANTA MONICA BLVD, SUITE 800LOS ANGELES, CA 90025P: (310) 722-8972DOstenson@Industrialrealtygroup.comARCHITECT OF RECORD:CLIENT:TAX PARCEL #614 260 0005 & 614 260 0200CODE/ZONING INFORMATIONLEGAL DESCRIPTIONPROJECT DIRECTORYSEE CIVIL FOR LEGAL DESCRIPTIONCONSTRUCTION OF A NEW TILT-UP CONCRETE, SEMI-CONDITIONED SHELL BUILDINGPROJECT SCOPEESM CONSULTING ENGINEERS33400 8TH AVE S., SUITE 205FEDERAL WAY, WA 98003P:(253) 838-6113Laura.Bartenhagen@esmcivil.comCIVIL ENGINEER:CONTACT:MIKE SNYDERDESIGN PROFESSIONAL IN CHARGE:KATHRYN M. CRAFTCONTACT:LAURA BARTENHAGENGEOTECHNICAL ENGINEER:CONTACT:STEPHEN HELVEYGEOENGINEERS INC.1101 SOUTH FAWCETT AVESUITE 200TACOMA, WA 98402P: (253) 383-4940STRUCTURAL ENGINEER:SEPARATE PERMITS:1.MECHANICAL/HVAC (DESIGN BUILD)2.ELECTRICAL (DESIGN BUILD)3.PLUMBING (DESIGN BUILD)4.FIRE PROTECTION (DESIGN BUILD)5.TENANT IMPROVEMENT (FUTURE)VICINITY MAPWOODBRDIGE - BUILDING ALANDSCAPE ARCHITECT:ZONE:SEISMIC CATEGORY:SITE AREA:CONSTRUCTION TYPE:OCCUPANT LOADS:OCCUPANCY TYPE:PARKING REQUIREMENTS:MAXIMUM BUILDING HEIGHT:IMPERVIOUS AREA:ALLOWABLE AREA:1 STORY /214,588 SF (WAREHOUSE)11,294 SF (OFFICE 5%) PROPOSED225,882 SF (TOTAL)TOTAL:TOTAL:11,294CRITICAL AREA AFFECTED:ACTUAL BUILDING AREA:SPRINKLER INCREASE + 60' YARD: INDEX OF DRAWINGSARCHITECTURALAN-0A2.0 A6.1 AN-1 AN-2 A0.1 A4.1 STRUCTURALS1.0 A3.1 S1.1 S1.2 S2.0 S2.1 S2.3 S3.1 S3.2 S4.1 A8.1 GENERALA3.2 A4.2 A0.3 A6.2 A0.2 S2.2 A2.10 S1.3 AN-3 S4.2 CIVIL/LANDSCAPECV -01 EX-01 LG-01 GR-01 - GR-07GR-08SD-08DT-01 - DT-03FR-01 - FR-06LA-08 - LA-07SD-01 - SD-07ST-01 - ST-03SS-03CONTACT:DANA OSTENSON214,588HEATING:ROOF INSULATION:WALLS:SLAB ON GRADE:ENERGY CODE COMPLIANCE:BUILDING IS TO BE A SEMI-HEATED BUILDING AS DEFINED BY THE 2015 WASHINGTON STATE ENERGY CODE,THE COMPONENT PERFORMANCE PATH IS USED TO BALANCE THE INSULATION REQUIRED BY THE VARIOUSBUILDING SYSTEMS.SEE ENCLOSED ENERGY CODE ANALYSIS FOR ADDITIONAL INFORMATION.BUILDING TO BE HEATED BY GAS FIRED UNIT HEATERS WITH A MAXIMUM OUTPUT OF 8 BTUH/SF; COOLING ISNOT PROVIDED.CALCULATED RIGID INSULATION VALUE: R-34, CONTINUOUS ABOVE DECKSLAB INSULATION IS EXCLUDED.HM MAN DOORS:U= 0.37 MAXROLL-UP DOORS:R= 4.75 MINVERTICAL FENESTRATION, FIXED:U= 0.38 MAX, SHGC= 0.40 MAXSTOREFRONT ENTRANCES: U= 0.60 MAX, SHGC= .40 MAXSKYLIGHTS:U= 0.50 MAX, SHGC= 0.35 MAXCARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICTINFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAYNelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020A2.4 GOVERNING BUILDING CODES: 2015 IBC 2015 UPC 2015 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2015 IECCREGULATIONS & ORDINANCES 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 IMCNBUILDING CLEAR HEIGHT:A2.1 A2.2 A2.3 A2.11 A2.12 A2.13 A3.3 AHBL2215 N. 30TH ST, SUITE 300TACOMA, WA 98403P: 253-383-2422lhiggins@ahbl.comCONTACT:LARRY HIGGINS, PE11,294214,588A3.4 A3.5 A4.3 CONTACT:LEANNE KUHLMANESM CONSULTING ENGINEERS33400 8TH AVE S., SUITE 205FEDERAL WAY, WA 98003P:(253) 838-6113Leanne.Kuhlman@esmcivil.comS4.4 S4.5 S5.1 S5.2 S4.3 S5.3 S5.4 S5.5 S5.6 S5.7 A8.2 A8.3 GENERAL INFORMATIONAND SITE PLANAN-0GENERAL INFORMATION AND SITE PLAN EGRESS PLAN & GENERAL INFOACCESSIBILITY GUIDELINESENERGY CODE COMPLIANCE FORMSCOVER SHEETEXISTING CONDITIONSLEGENDHORIZONTAL CONTROL AND SITE PLANT.E.S.C. AND GRADING PLANT.E.S.C. AND GRADING NOTES AND DETAILSPARING AND STORM DRAINAGE PLANPOND CROSS SECTIONSDETAILS & NOTESFRONTAGE IMPROVEMENT PLANSLANDSCAPE PLANSANITARY SEWER COVER SHEETARCHITECTURAL SITE PLANENLARGED SITE PLANSSITE DETAILSOVERALL FLOOR PLANPARTIAL FLOOR PLANPARTIAL FLOOR PLANPARTIAL FLOOR PLANENLARGED FLOOR PLANSOVERALL ROOF PLANPARTIAL ROOF PLANPARTIAL ROOF PLANPARTIAL ROOF PLANEXTERIOR ELEVATIONSENLARGED EXTERIOR ELEVATIONSENLARGED EXTERIOR ELEVATIONSENLARGED EXTERIOR ELEVATIONSWALL SECTIONSWALL SECTIONSWALL SECTIONSDOOR SCHEDULE AND PARTITION TYPESDOOR AND WINDOW DETAILSEXTERIOR DETAILSEXTERIOR DETAILSEXTERIOR DETAILSFOUNDATION PLANFOUNDATION PLAN NORTHFOUNDATION PLAN MIDDLEFOUNDATION PLAN SOUTHOVERALL ROOF FRAMING PLANROOF FRAMING PLAN NORTHROOF FRAMING PLAN MIDDLE ROOF FRAMING PLAN SOUTH FOUNDATION DETAILSFOUNDATION DETAILSROOF FRAMING DETAILS ROOF FRAMING DETAILSROOF FRAMING DETAILS ROOF FRAMING DETAILS ROOF FRAMING DETAILSPANEL ELEVATIONSPANEL ELEVATIONSPANEL ELEVATIONSPANEL ELEVATIONSPANEL ELEVATIONSPANEL ELEVATIONSPANEL DETAILSENLARGED EXTERIOR ELEVATIONSS0.4TYPICAL DETAILSS0.3 SPECIAL INSPECTIONS0.2 S0.1 STRUCTURAL NOTESSTRUCTURAL NOTESA4.01 LINE OF SIGHT SECTIONSLA-08 - LA-09LANDSCAPE PLAN DETAILS, LEGEND, & NOTESTR-01TREE RETENTION PLANIR-01 - IR-5 IRRIGATION PLANWA-01SITE WATER COVER SHEETWA-02SITE WATER PLAN VIEWWA-03SITE WATER PLAN VIEWWA-04SITE WATER PLAN VIEWSS-02SS-01SANITARY SEWER PLAN VIEWSANITARY SEWER PLAN VIEW
12345678910111213141550'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"42'-6"50'-0"50'-0"50'-0"50'-0"42'-6"
685'-0" OVERALL ABCDEFGH370'-0" OVERALL60'-0"50'-0"50'-0"50'-0"50'-0"60'-0"50'-0"SHEET WHERE DETAIL IS DRAWNNelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020TRAVEL DIST. 283'-0"TRAVEL DIST. 225'-0"TRAVEL DIST. 251'-0"TRAVEL DIST. 232'-0"TRAVEL DIST. 251'-0"TRAVEL DIST. 226'-0"TRAVEL DIST. 232'-0"TRAVEL DIST. 276'-0"TRAVEL DIST. 262'-0"TRAVEL DIST. 260'-0"TRAVEL DIST. 241'-0"TRAVEL DIST. 289'-0"TRAVEL DIST. 218'-0"TRAVEL DIST. 216'-0"TRAVEL DIST. 268'-0"TRAVEL DIST. 255'-0"EXIT1EXIT1EXIT1EXIT1EXIT1EXIT1EXIT1EXIT1EXIT1EXIT1FIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREGENERAL INFORMATIONAND EGRESS PLANAN-11" = 60'-0"FIRST FLOOR EGRESS1AN-1GENERAL NOTES1.THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALLPERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITHO.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THEADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES.2.EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTENOBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS ANDSPECIFICATIONS.3.THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHEDITEMS, WHICH ARE BEING DONE BY OTHERS.4.THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANYDISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCHDISCREPANCIES ARE RESOLVED.5.SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FORMECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTALDOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FORAPPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM.SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER SYSTEM INSTALLATION ORMODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES.6.SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDINGOFFICIAL.7.ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPEDPLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS-BUILT" SET OF DOCUMENTS.8.DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS OTHERWISE NOTED.9.DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN.10.WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILARWORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING.11.GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TOSTART OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT.12.ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BECONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES.13.PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION.14.THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBLIC AND/ORPRIVATE.15.FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATESCEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION.16.PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION.17.PRIOR TO FINAL INSPECTION, A CERTIFICATE OF CONSTRUCTION COMPLIANCE SHALL BE READY FOR THE INSPECTOR. THE CERTIFICATE SHALLSTATE"BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED, AND THE MATERIALS USED AND INSTALLED APPEARIN EVERY MATERIAL RESPECT IN COMPLIANCE WITH THE PLANS". THE CERTIFICATE MUST BE SIGNED BY ONE OR MORE OF THE FOLLOWING:(A) OWNER, (B) GENERAL CONTRACTOR, (C) AN APPROVED INDEPENDENT INSPECTOR OR INSPECTION AGENCY.18.ASBESTOS AND HAZARDOUS WASTE EXCLUSION:THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHERINSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TOPERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, ANDSPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION.19.PROVIDE FIRE EXTINGUISHERS WITH A MINIMUM RATING OF 2A:10B:C IN QUANTITY AND LOCATIONS AS DIRECTED BY THE FIRE MARSHALL,MINIMUM OF ONE UNIT PER 3,000 SF AND NO MORE THAN 75 FOOT TRAVEL DISTANCE TO ANY FIRE EXTINGUISHER.20.PROVIDE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONDERS WITHIN THE BUILDING BASED UPON THE EXISTING COVERAGE LEVELS OFTHE PUBLIC SAFETY COMMUNICATION SYSTEMS OF THE JURISDICTION AT THE EXTERIOR OF THE BUILDING PER INTERNATIONAL FIRE CODE (IFC)SECTION 510.1.SYMBOLSDRAWNROOM NO.ELEVATIONDENOTES CHANGE INPROJECT NORTHTOP OF PAVEMENTTOP OF CURBTOP OF WALLEXISTING CONTOURSNEW OR FINISHED CONTOURSPROPERTY LINEFINISHED CEILING HEIGHTROOM NAMEROOM IDENTIFICATIONSHEET WHERE ELEVATION ISELEVATION IDENTIFICATIONINTERIOR ELEVATION(S)OR DATUM POINTWORK POINT, CONTROL POINTCONSIDEREDSHADED PORTION IS THE SIDEMATCH LINECLOUD AROUND REVISIONREVISIONEQUIPMENT NUMBERSECTION IDENTIFICATIONSECTION IDENTIFICATIONSHEET WHERE SECTION IS DRAWNSHEET WHERE SECTION IS DRAWNBUILDING SECTIONDETAIL SECTIONDETAIL IDENTIFICATIONSHEET WHERE DETAIL IS DRAWNDETAIL OR ENLARGED PLAN9'-0"7'-0"T.W
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.07871PARTITION TYPEKEY NOTECORRESPONDS TO ROOM ENTERINGDOOR NUMBER 101APROJECTNORTHREVISION NUMBERCOLUMN LINE/GRID LINEFINISH SYMBOLWINDOW BUGTITLE1TITLE2TITLE3ROOM #+8'-6"XWTXWINDOWABCDAX.XXAX.XXAX.XXAX.XPT214921APAVEMENTPARTITIONPRESSURE TREATEDPAPER TOWEL DISPENSERPAPER TOWEL DISPENSERPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPAPER TOWEL RECEPTABLEAND RECEPTABLEPAINT SYSTEMFLASHINGFLOORINSTALL BY CONTRACTORFACE OF CONCRETEFURNISH BY OWNER FURNISH BY OWNERFACE OF FINISHINSTALL BY OWNERFLUORESCENTFACTORY MUTUALPTDPVMTPTRPTNPTD/RPTPSIPSFPSRETURN AIRRISERRADIUSREINFORCING BARROOF DRAIN OVERFLOWROOF DRAINROD & SHELFRESILIENT BASEQUARRY TILEREQUIREDREVISION ROOMREVERSERUBBERRESILIENTRIGHT HAND OR ROBE HOOKROUGH OPENINGRESILIENT TILEREINFORCEDREFRIGERATORREFERENCEFEETFOOTINGFULL SIZEFUTUREFURRINGFUTURE ROUGH IN ONLYFURNISHED BY TENANTINSTALLED BY CONTRACTORFURNISHED BY TENANTINSTALLED BY OWNERFACE OF STUDGAGEFIXEDGRADEGROUND GENERAL CONTRACTORGYPSUM WALL BOARDGLU-LAM BEANGLASS OR GLAZINGGRAB BARGALVANIZEDRMRVSRUBRORTRHRESILREQ'DREVREFREINFREFRREBARRD/ORBR&SRDRADRAQTRRAIN WATERSOLID CORESOUTHSHEATHINGSCHEDULESECTIONRAIN WATER LEADERSOAP DISPENSER ORSEAT COVER DISPENSERSQUARE FEETDISPENSERSINKSEALERSIMILIARSQUARESEALANTSTAINLESS STEELSANITARY NAPKINRECEPTACLESPECIFICATIONSANITARY NAPKINHEADERHOSE BIBHEATINGHOURHEIGHTHEATING/VENTILIATION/HOLLOW CORE OR HANDICAPHORIZONTALHOLLOW METALHARDWAREHARDWOODINTERIORINCLUDEINCHINSULATIONINSULATED HOLLOW METALHOT WATER HEATERAIR CONDITIONINGINSULATED GLAZINGINSIDE DIAMETER/DIMENSIONSSTSQRWSPECSNTSNRSKSNDSLRSHTGSIMSCDSDSECTSFSCHDSCSRWLFMFLCENTER LINEANGLEPENNYPLATEPERPENDICULARDIAMETER OR ROUNDNUMBER OR POUNDVC#ABBREVIATIONSFSFTACOUSTICAL ORANCHOR BOLTADJACENTADJUSTABLEACCESS FLOORALUMINUMADHESIVEABOVE FINISH FLOORACOUSTICAL PANELAIR CONDITIONINGACOUSTICAL TILEGBGAFXGRGLBOARDACCESS PANELAPPROXIMATEASPHALTARCHITECTURALBEAMBUILDINGBUILDINGBLOCKBETWEENALTERNATEACACPACTA/CABADJAFAFFALADJTADHBDARCHASPHAPBLDGBMBLDGBLKBETWALTAPPROXHBHCHTHRHMBOTTOMBASEMENTCABINETBUILT UP ROOFCERAMICCEMENTCATCH BASINCONDUCTIVE FLOOR TILECEMENTITIOUS BACKER UNITCUBIC FEET PER MINUTEIDINTINIGCEILINGCHALK BOARDCORNER GUARDCAST IRONCONTROL JOINTCLEARCLOSETCAULKINGCONCRETE MASONRY UNITCONSTRUCTION JOINTCHAIN LINK FENCEBOTCABBURBSMTCFTCERCFMCEMCBUCBCLGCLFCHBDCJTCICGCMUCLRCJCLOCLKBRGBEARINGINSULINCLFTICHTGIHMHWHHVACHDWEHORIZHDRHDWDGLBMGEN CONTRGWBGNDGALV RIOFUTURE-FUTFTIOFURRFOCFTGFOSFOIOFOICFOFFLUORFLGSTATIONSTANDARDCLASSSTORAGESHEET VINYLSUSPENDEDSTRUCTURALSTEELSTONE/STONE TILESOUND TRANSMISSIONSYMMETRICALTHRESHOLDTOWEL BARTHICKGLAZINGTOP OFTEMPERED INSULATEDTOP OF CONCRETETOP OF PAVEMENTTEMPERED GLASSTOP & BOTTOMTREADJANITORJOINTKITCHENLAG BOLTLAMINATEKNEE SPACELINEAL FOOTLAVATORYKNOCK OUTLOCKERLEFT HANDLENGTHLIGHTMETALMAXIMUMMATERIALMEZZANINEMACHINEMECHANICALTHRTOPTOCTOTIGSTORTTGTHKTBT&BSVSYMSUSPSTRLSTASTLSTDSTCSTTYPICALUNFINISHEDTELEVISIONUNDERWRITERS LABORATORYUNLESS OTHERWISE NOTEDTOILET PAPER HOLDERTOILET PAPER DISPENSERTUBULAR STEELTOILET PARTITIONTOP OF WALLTOP OF SLABVERTICALVESTIBULEVARIESVINYLWITHOUTWITHWESTVINYL COMPOSITION TILEVINYL WALL COVERINGWATER CLOSETURINALMOLDINGMIRRORMINIMUMMANHOLENORTHMULLIONMOUNTEDMOISTURE RESISTANT GYP BDNOT IN CONTRACTMISCELLANEOUSNUMBERNOMINALOVERALLOFFICEDIMENSIONOPPOSITE HAND NOT TO SCALEOVERHEADOUTSIDE DIAMETER/ON CENTERWCVINW/OW/VWCWVERTVESTVARVCTUONURULUNFTSTYPTVTPTNTPHTOSLTOWTPDMANUFACTURERTOSTOP OF STEELWIRE GLASSWOODYARDWEIGHTWAINSCOTWATER RESISTANTTRANSFORMERWATER PROOFWIDE FLANGEOPPOSITEPAIRPAINTPANELPLYWOODPLATE OR PROPERTY LINEPLASTIC LAMINATEPREFINISHEDPERPENDICULARYDWRWTXFMRWSCTWFWPWGWDOPENINGKOJTLFLBKSCONTINUOUSCONSTRUCTIONCONCRETECOLUMNCLEANOUTCARPETCUBIC YARDCENTERCERAMIC TILECORRIDORLTLHLGDIAGONALDIAMETERDETAILDEPARTMENTDOWNDOOR OR DRAINDRAWERDOWNSPOUTDISPENSERDIMENSIONDRINKING FOUNTAIN(W/O COOLER)DOUBLECONTCONCCOLCOCPTCYCTRCTDIAGDIADFDETDEPTDWRDSDRDNDISPDIMDBLCONSTRCORRMHNICEACHEASTDRAWINGDISHWASHERENTRY MATELEVATORELECTRICELEVATIONEXPANSION BOLTEXPANSION JOINTOCOAOHODEQUALEPOXYEXTERIOREXISTINGEXPANSIONESTIMATEEQUIPMENTENCLOSURE OR ENCLOSEDELECTRICAL PANELELECTRIC WATER COOLEREMERGENCYEEADWDWGEMELEVELECELEJEBENCLEPXEQEWCEPEXTESTEXEQPTEMEREXISTPLPRFACTORYFLOOR DRAINFIRE ALARMFINISHFOUNDATIONFIRE EXTINGUISHER CABINETFIRE EXTINGUISHERFURNISHED BY CONTRACTORFURNISHED BY OTHERSINSTALLED BY CONTRACTORFDFCTYFCICFBOFAFECFINFDNFENO/#PNTOPHPFNP LAMPLYWDPNLPERPOPPOPNGOFFNOMNTSMULLMLDMTDMRGWBMISCMIRMET OR MTLMFRMINMEZZMATLMECHMAXMACHLKRLAVLAMKITJANCNTRCOUNTERSSKSERVICE SINKLINOLEUMLINONA.MAX. TRAVEL DISTANCE: 200' (TABLE 1017.2 - S-1 OCCUPANCY)400' EXIT ACCESS DISTANCE INCREASE (IBC SECTION 1017.2.2)B.MAX. COMMON PATH OF EGRESS TRAVEL: 75' (1006.2.1) 100' INCREASE WHEN FULLY SPRINKLEDC.REQUIRED EGRESS WIDTH: 0.2" PER OCCUPANT = XXX.X" REQUIRED (IBC SECTION 1005.3)EGRESS WIDTH PROVIDED = (X) SINGLE DOORS X 32" PER DOOR = XXX"D.MINIMUM CLEAR DOOR OPENING: 32 INCHES (1010.1.1)E.MAXIMUM DEAD END CORRIDOR: 50 FEET (1020.4 EXCEPTION 2)EGRESS SUMMARY LEGENDNEW EXIT SIGN W/EMERGENCY POWER TO MEET IBCSECTION 1013EXIT1.ACCESSIBLE ENTRANCE/EXIT PER IBC SECTION 1105.1KEY NOTES:FIRE DEPARTMENT ACCESS DOORS PROVIDED ATINTERVALS LESS THAN 100' SPACING AROUNDPERIMETER OF BUILDINGFIREDIRECTION OF TRAVELSTART POINTPATH OF EGRESSCOMMON PATH OF TRAVEL TERMINATION POINTX
702 ALARMS17" MIN8" MIN6" MAX48" MIN19" MAX17" MIN30" MIN
40" MAX to bottom of mirror
34" MAX
29" MIN
27" MIN
9" MIN
703 SIGNAGE603 TOILET ROOMS905 STORAGE609 GRAB BARS continued308 & 309 REACH RANGES AND OPERABLE PARTS4" MAX.27" MIN.Detail80" MIN.Detail1/4" MAX.LOBBY1 21/4"-1/2"48" MIN.30"606 LAVATORIESDetail44" MAX
17" MAX.14" MINDetail(REFERENCE DETAILS)305 CLEAR FLOOR SPACE302/303 FLOOR SURFACES & CHANGES IN LEVEL307 PROTRUDING OBJECTS403 ACCESSIBLE ROUTE - WALKING SURFACES404 DOORSStandard Curb Ramp604 WATER CLOSETS & TOILET COMPARTMENTS605 - URINALSFlared sideAdjoining Slope ShallShall Have Detectable WarningsNot Exceed 1:20Ramp (1:12 Max. Slope) 36"minxIf x Is less than 48"Sides Shall Not Exceed 1:12Then The Slope Of The Flared1:10 Max. slope1:12 Max. slopeCurb Ramp Parallel to CurbDetailShall Have Detectable WarningsRamps (1:12 Max. Slope) Note : If Slope is 1:20 or less and contrasting color.and contrasting color.no contrasting color or textureNot Exceed 1:20Adjoining Slope ShallLocation of TypicalParking Access Aisle36" Min.36" min. if located
in an alcove > 24" deep
74" MIN to top of mirror clear floor spaceMaximumReach DepthMaximumReach Height0.5"48"2"46"5"42"6"40"9"36"11"34"SEGMENT LENGTHless than or equal to:24"MINIMUMSEGMENT WIDTH32"36"greater than: 24"406 CURB RAMPS602 DRINKING FOUNTAINSANY AMOUNTDetail27" MAX.CLEAR WIDTH15"MINForward Approach5"MAX410 PLATFORM LIFTSMENInternational Symbolof AccessibilityLetter & numbers on signs shall have a widthto height ratio of between 3:5 & 1:1 anda stroke - width to height ratio between 1:5 & 1:10. Letters and numbers shall be raised1/32", upper case, sans serif or simple seriftype and shall be accompanied withgrade 2 Braille, raised characters shall be atleast 5/8" - 3" high plus 1/8" per foot of DetailMEN60" MAX ABOVE BASELINE
OF HIGHEST CHARACTER
48" MAX
15" MIN Light switchThermostats, Etc.Convenience OutletsData, Tel., Etc.Detailviewing distance above 21 feet. 902 DINING SURFACES & WORK SURFACES804 KITCHENS AND KITCHENETTESANSI/ICC A117.1 303 - CHANGES IN LEVEL (REFERENCE DETAIL)A. Changes in level up to 1/4" may be vertical and without edge treatmentB. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2.ANSI/ICC A117.1 302.2 - CARPETA.Carpet provided on a floor surface shall be securely attached; have a firm pad or backing, or no pad; and have alevel loop, textured loop, level cut pile, or level cut/uncut pile texture. Maximum pile thickness shall be 1/2".Exposed edges of carpet shall be fastened to floor surfaces and have trim along the exposed edges.ANSI/ICC A117.1 302.3 - GRATINGSA. If gratings are located in walking surfaces or along accessible routes, then they shall have spaces no greater than1/2" wide in one direction.B. If gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to thedominant direction of travel.ANSI/ICC A117.1 305.2 - SIZE AND APPROACHA. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall becentered on the element it serves.ANSI/ICC A117.1 307 - GENERALA. Objects projecting from walls (for example, telephones) with their leading edges between 27"-80" above thefinished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. Freestandingobjects mounted on posts or pylons may overhang 12" maximum from 27"-80" above the ground or finishedfloor. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space.ANSI/ICC A117.1 308 - HEIGHT (REFERENCE DETAIL)A.Unobstructed front approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >24" deep must have36" clear floor width.B.Unobstructed side approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >15" deep must have60" clear floor width.C.Electrical & communication system receptacles shall be mounted no less than 15" above the floor.ANSI/ICC A117.1 309 - OPERABLE PARTSOperable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of thewrist. The force required to activate operable parts shall be 5.0lbs maximum.IBC 1104 - LOCATIONA. At least one accessible route within the site shall be provided from public transportation stops, accessible parkingand accessible passenger loading zones, and public streets or sidewalks to the accessible building entranceserved.ANSI/ICC A117.1 403.5 - CLEAR WIDTHA. The minimum clear width shall be 32" at a point for a max. length of 24" and 36" continuously, per Table below.ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL)A. Slopes of curb ramps shall comply with 406B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible routeshall not exceed 1:20.ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL)A. The minimum width of a curb ramp shall be 36", exclusive of flared sides.ANSI/ICC A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL)A. If a curb ramp is located where pedestrians must walk across the ramp or where it is not protected by handrailsor guardrails, it shall have flared sides; the maximum slope of the flare shall be 1:10IBC with WA STATE AMENDMENTS 1101.2.1 - CLEAR WIDTHA. Clear width of an accessible route shall comply with Table above. For exterior routes of travel, the minimum clearwidth shall be 44".ANSI/ICC A117.1 403.5.2 - PASSING SPACEA. If an accessible route is less than 60" in width, then passing spaces of at least 60"x60" shall be provided at 200'max. spacing.B. The minimum clear width for two wheelchairs to pass is 60"ANSI/ICC A117.1 307.2A. Accessible routes shall have 80" min. clear head room.ANSI/ICC A117.1 403.3 - SLOPEA. Running slope shall not exceed 1:20.B. Cross slope shall not exceed 1:48ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPSA. If diagonal curb ramps have returned curbs or other well-defined edges, such edges shall be parallel to thedirection of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space outsideactive traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48" clear spaceshall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" longsegment of straight curb located on each side of the curb ramp and within the marked crossing.ANSI/ICC A117.1 406.11 - ISLANDSA. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a levelarea at least 48" long and 36" minimum wide between the curb ramps in the part of the island intersected bythe crossings.ANSI/ICC A117.1 602.1 - GENERALA. Accessible drinking fountains shall comply with Sections 602 and 307.ANSI/ICC A117.1 602.2 - CLEAR FLOOR SPACEA. A clear floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain,shall be provided. Knee & toe space complying with Section 306 shall be provided. The clear floor space shall becentered on the drinking fountain. EXCEPTIONS:1. Drinking fountains for standing persons.2. Drinking fountains primarily for children's use.3. In existing building, existing drinking fountains providing a parallel approach complying w/Section 305, centered on the drinking fountain shall be permitted.4. Where specifically permitted by the administrative authority, a parallel approach shall be permittedthat replace existing parallel approach drinking fountains.ANSI/ICC A117.1 602.3 - OPERABLE PARTSA.Operable parts shall comply with Section 309.ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHTA. Wheelchair accessible spout outlets shall be 36 inches max. aff. Standing person spout outlets shall be 38inches min. & 43 inches max. aff.ANSI/ICC A117.1 602.5 - SPOUT LOCATIONA.Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of thedrinking fountain, including bumpers.ANSI/ICC A117.1 602.6 - WATER FLOWA.Spout shall provide a flow of water 4 inches min. in height. The angle of the water stream from spouts within 3inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to thefront face of the drinking fountain.ANSI/ICC A117.1 404.2.1 - DOUBLE - LEAF DOORWAYSA. Doorways with two independently operated leaves shall have at least one active leaf that meets therequirements in 404.2.2 and 404.2.3ANSI/ICC A117.1 404.2.2 - CLEAR WIDTHA. Doorways shall provide a clear opening of 32" minimum, with the door open 90°.1.Clear opening shall be measured between the face of the door and opposite stop.2.Openings more than 24" in depth shall provide a clear opening of 36" minimum.ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORSProvide level (1:48 max. slope) and clear maneuvering area at doors as follows:A.Front approach pull side - 60" min. width & 18" min. beside strike edgeFront approach push side - 48" min width & 0" beside strike edge(12" @ strike if door has both a closer and a latch)B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or - 54" min. width; 42" min. besidestrike edgeHinge side approach push side - 42" min. width & 22" min. beside hinge edge(48"min. width if door has both a closer and a latch)C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge(54"min. width if door has a closer)Latch side approach push side - 42" min. width and 24" min. beside strike edge(48"min. width if door has a closer)ANSI/ICC A117.1 404.2.4 - THRESHOLDS AT DOORWAYSA.Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be beveled with a slope nogreater than 1:2ANSI/ICC A117.1 605 - URINALSA. Accessible urinals shall comply with Section 605.ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL)A. Urinals shall be stall-type or wall hung with a tapered, elongated rim at 17" maximum above the finishedfloor. The rim shall extend a minimum of 1312" from the wall.ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL)A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of urinal to allow forwardapproach.1. This space shall adjoin or overlap an accessible route.2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29"clearance between them.3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36"minimum wide, centered on fixture.ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL)Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTSANSI/ICC A117.1 603.2.2 - DOORSA. Doors shall not swing into the clear floor space or clearance for any fixture.ANSI/ICC A117.1 603.2 - CLEARANCESA. The accessible fixtures and controls required shall be on an accessible route. An unobstructed turning spacecomplying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures andcontrols, the accessible route, and the turning space may overlap, however; the only turning space providedshall not be located within a stall.ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORSA. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessiblelavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors areprovided in the toilet room.ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL)A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrorsnot located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflectingsurface 35" maximum above the floor.ANSI/ICC A117.1 603.6 - OPERABLE PARTSA.Operable parts on towel dispensers and hand dryers shall comply with Table below.ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS)A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor.1. Lavatories shall extend 17" minimum from the wall.2. Clearance of 27" minimum shall be provided from the finished floor to bottom of apron.3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of the lavatory, 30" wideminimum, and 19" deep minimum.4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory.ANSI/ICC A117.1 606 - DEPTHA. Each sink shall be a maximum of 6-1/2" deep.ANSI/ICC A117.1 606.6 - EXPOSED PIPES AND SURFACESA.Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect againstcontact.B.There shall be no sharp or abrasive surfaces under lavatories.ANSI/ICC A117.1 606.4 - FAUCETSA.Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist.B.The force required to activate controls shall be no greater than 5 lb.C.Lever-operated, push-type, and electronically controlled mechanisms are examples of acceptable designs.D.If self-closing valves are used the faucet shall remain open for 10 seconds minimum.ANSI/ICC A117.1 905.2 - CLEAR FLOOR SPACEA clear floor space complying with Section 305 shall be provided.ANSI/ICC A117.1 905.3 - HEIGHTAccessible storage elements shall comply with at least one of the reach ranges specified in Section 308.ANSI/ICC A117.1 905.4 - OPERABLE PARTS Operable parts of storage facilities shall comply with Section 309.ANSI/ICC A117.1 609.8 - STRUCTURAL STRENGTHA.Grab bars and mounting devices shall meet the following requirements:609.8 Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 lbs.is applied at any point on the grab bar, fastener mounting device, or supporting structure.1. Shear stress induced by application of 250 lb. shall be less than allowable shear stress for material used.If connection between grab bar and mounting bracket is considered to be fully restrained, then direct andtorsional shear stresses shall be totaled for the combined shear stress, which shall not exceed the allowableshear stress.2. Shear force induced in a fastener or mounting device from application of 250 lb. shall be less thanallowable lateral load of either the fastener or mounting device or the supporting structure, whichever isthe smaller allowable load.3. Tensile force induced in a fastener by a direct tension force of 250 lb. plus the maximum moment fromthe application of 250 lb. shall be less than the allowable withdrawal load between thefastener and the supporting structure.609.6 Grab bars shall not rotate within their fittings.ANSI/ICC A117.1 609.5 - ELIMINATING HAZARDSA.Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edges shall be rounded.ANSI/ICC A117.1 702.1 - GENERALA. When required, visual alarms shall be provided in each of the following areas, as a minimum: rest rooms and anyother general usage areas (e.g., meeting rooms), hallways, lobbies, and any other area for common use.Accessible audible and visible alarms and notification appliances shall be installed in accordance with NFPA 72.NFPA 72 - AUDIBLE ALARMSA. If provided, audible alarms shall produce a sound that exceeds the prevailing equivalent sound level in the roomor space by at least 15 dba or exceeds any maximum sound level with a duration of 60 seconds by 5 dba,whichever is louder.B. Sound levels for alarm signals shall not exceed 120 dba.NFPA 72 - VISUAL ALARMSA. Visual alarm signal appliances shall be integrated into the building or facility alarm system. If single stationaudible alarms are provided then single station visual alarm signals shall be provided.Visual Alarm appliances shall have the following features: 1. The lamp shall be a xenon strobe type or equivalent. 2. The color shall be clear or nominal white (i.e. unfiltered or clear filtered white light).3. The maximum pulse duration shall be two-tenths of one second with a maximum duty cycle of 40%. (Thepulse duration is defined as the time interval between initial and final points of 10% of max signal)4. The intensity shall be a minimum of 75 candela.5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz6. The appliance shall be placed 80" above the highest floor level within the space or 6" below the ceiling,whichever is lower. a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finishedfloor, such as auditoriums, devices may be place around the perimeter, spaced a maximum 100' apart, in lieu ofsuspending appliances from the ceiling.7. In general, no place in any room or space shall be more than 50' from the signal (measured in ahorizontal plane).8. No place in common corridors or hallways shall be more than 50' from the signal.ANSI/ICC A117.1 410.1 - GENERALA. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6. Platform lifts shall not beattendant operated and shall provide unassisted entry and exit from the lift.ANSI/ICC A117.1 410.2 - LIFT ENTRYA.Lifts with doors or gates shall comply with Section 410.2.1. Lifts with ramps shall comply with Section 410.2.2.ANSI/ICC A117.1 410.2.1 - DOORS AND GATESA.Doors and gates shall be low energy power operated doors or gates complying with Section 404.3. Doors shallremain open for 20 seconds minimum. End door clear opening width shall be 32 inches minimum. Side doorclear opening width shall be 42inches minimum.Exception: Lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have selfclosing manual doors or gates.ANSI/ICC A117.1 410.2.2 - RAMPSA.End ramps shall be 32 inches minimum in width. Side ramps shall be 42 inches minimum in width.ANSI/ICC A117.1 410.3 - FLOOR SURFACESA.Floor surfaces of platform lifts shall comply with Section 302ANSI/ICC A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCEA.The clearance between the platform sill and the edge of any runway landing shall be 1 1/4 inch maximumANSI/ICC A117.1 410.5 - CLEAR FLOOR SPACEA.Clear floor space of platform lifts shall comply with Section 305.ANSI/ICC A117.1 410.6 - OPERABLE PARTSA.Controls for platform lifts shall comply with Section 309.ANSI/ICC A117.1 902.2 - CLEAR FLOOR SPACEA. A clear floor space complying with Section 305, positioned for a forward approach, shall be provided. Knee andtoe clearance complying with Section 306 shall be provided.ANSI/ICC A117.1 902.4- HEIGHTA. The tops of accessible tables and counters shall be 28" minimum, and 34" maximum, above the finished floor.ANSI/ICC A117.1 804.5.6 - REFRIGERATOR/FREEZERCombination refrigerators and freezers shall have at least 50% of the freezer compartment shelves, including thebottom of the freezer 54 inches (1370mm) maximum above the floor when the shelves are installed at the maximumheights possible in the compartment. A clear floor space, positioned for a parallel approach to the space dedicatedto a refrigerator/freezer, shall be provided. The centerline of the clear floor space shall be offset 24 inches (610 mm)maximum from the centerline of the dedicated space.WHERE APPLICABLEA.Signs which designate permanent rooms and spaces shall comply with the requirements listed below for:1.Raised and Braille Characters, and Pictograms2.Finish and ContrastException: Employee name signs are not required to comply.WHERE APPLICABLEA. Signs which provide direction to, or information about, functional spaces of the building shall comply with therequirements listed below for: 1.Character Proportion2.Character Height3.Finish and ContrastException: Building directories, menus, and all other signs which are temporary are not required to comply.WHERE APPLICABLE (REFERENCE DETAIL)A.Element and spaces of accessible facilities which shall be identified by the International Symbol of Accessibilityare:1.Parking spaces designated as reserved for persons with disabilities.2.Accessible passenger loading zones.3. Accessible entrances when not all are accessible (inaccessible entrances shall have directional signage toindicate route to nearest accessible entrance).4.Accessible toilet and bathing facilities when not all are accessible.ANSI/ICC A117.1 703.2.4 - CHARACTER HEIGHT (REFERENCE DETAIL)Height: The uppecase letter "I" shall be used to determine the allowable height of all characters of a font and shallbe a minimum of 58" and 2" maximum.EXCEPTION: Where separate tactile and visual characters with the same information are provided, the height of thetactile upper case letter "I" shall be permitted to be 12" minimum.ANSI/ICC A117.1 703.2.5 - CHARACTER WIDTHA.Width: The uppercase letter "O" shall be used to determine the allowable width of all characters of a font, andshall be 55% min. and 110% max. of the height of the uppercase "I" of the font.404 DOORS continuedANSI/ICC A117.1 404.2.6 - DOOR HARDWAREA.Handles, pulls, latches, locks, and other operating devices shall have a shape that is easy to grasp with one handand does not require tight grasping, tight pinching, or twisting of the wrist to operate.1. Lever-operated mechanisms, push-type mechanisms, and U-shaped handles are acceptable designs.2. When sliding doors are fully open, operating hardware shall be exposed and usable from both sides.3. Hardware required for accessible door passage shall be mounted between 34" and 48" above finished floor.ANSI/ICC A117.1 404.2.7.1 - DOOR CLOSERSA.Door closers shall be adjusted so that from an open position of 90 degrees, the time required to move the doorto an open position of 12 degrees shall be 5 seconds minimum.ANSI/ICC A117.1 404.2.7.2 - SPRING HINGESA. Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to theclosed position in 1.5 seconds minimum.ANSI/ICC A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCEA. The maximum force for pushing or pulling open doors shall be as follows:1. Fire doors shall have the minimum opening force allowable by the appropriate administrativeauthority.1.Other doorsa.Exterior hinged, sliding or folding door: 10.0 lb. max.b.Interior hinged doors: 5.0 lb. max.c.Interior sliding or folding doors: 5.0 lb. max.These forces do not apply to the force required to retract latch bolts or disengage other devices that may holdthe door in a closed position.Exception: Interior or exterior automatic doors complying with Section 404.3 of ICC A117.1.703 SIGNAGE continued502/503 PARKING AND PASSENGER LOADING ZONESANSI/ICC A117.1 502 - PARKING SPACESA. Accessible car parking spaces shall be 96" minimum in width. Van parking spaces shall be 132" minimum in width.EXCEPTION: Van parking spaces shall be permitted to be 96" minimum in width where the adjacent access aisleis 96" minimum in width.B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wide.C. Surface slope shall not exceed 1:48 in all directions(Note : no built up curb ramp may be located in an accessible parking access aisle.)ANSI/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL)A. Each accessible parking space must have individual vertically mounted or suspended sign. Required van accessiblespaces must be designated. B. Characters and symbols on such signs shall be located 60" minimum above the ground.ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCEA. Provide minimum vertical clearance of 114" at accessible passenger loading zones and along at least one vehicleaccess route from site entrances and exits.ANSI/ICC A117.1 503 - PASSENGER LOADING ZONEA. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to thevehicle pull-up space. If there are curbs between the access aisle and the vehicle pull-up space, then a curbramp complying with 4.7 shall be provided. Vehicle standing spaces and access aisles shall be level with surfaceslopes not exceeding 1:48 in all directions.604 WATER CLOSETS & TOILET COMPARTMENTS continued502/503 PARKING AND PASSENGER LOADING ZONES continuedDetailSET POST IN CONC.FINISH GRADEPRE-MANUF. SIGN 1'-6"
1'-6"
1/2"VANACCESSIBLEREQUIREDPERMITPARKINGSTATEDISABLED5'-0" MIN.
TO BOTTOM OF
SIGN
5"3"1'-0"NOTE: INSTALL SIGN AT ALL ACCESSIBLEPARKING STALLS. SPACES DESIGNATEDFOR VAN PARKING SHALL HAVEADDITIONAL SIGN "VAN ACCESSIBLE"MOUNTED BELOW. MOUNT ON WALL OFBLDG WHEN POSSIBLE.Rear Wall Grab Bar for Water Closet36" MIN.33"-36"on wide side 12"24"ANSI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL)A. Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the dispenser is located above the grabbar, the outlet of the dispenser shall be located 24" min-36" max from the rear wall. Where the dispenser islocated below the grab bar, the outlet of the dispenser shall be located 24" min-42" max from the rear wall. Theoutlet of the dispenser shall comply with Table 603.6.1. Dispensers that control delivery or do not permit continuous paper flow shall not be used.ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTSA. Wheelchair accessible compartments shall comply with Section 604.9. Toilet compartments shall comply withSection 604.9.2.1 or 604.9.2.2 as applicable.33"-36"42" MIN39"-41"39"-41"18" MIN 54" MIN903 BENCHESANSI/ICC A117.1 903.2 - CLEAR FLOOR SPACEA. a clear floor space complying with section 305, positioned for parallel approach to the bench seat shall beprovided.ANSI/ICC A117.1 903.3- SIZEA. Benches shall have seats 42" minimum in length and 20" minimum and 24" maximum in depth.ANSI/ICC A117.1 903.4 - BACK SUPPORTA. The bench shall provide for back support or shall be fixed to a wall. Back support shall be 42" minimum in lengthand shall extend from a point 2" maximum above the seat surface to a point 18" above the seat surface.Side Wall Grab Bar for Water Closet18" MIN24" MIN42" MAX12" MAX17"-19"
1 1/2" MIN
48" MAX 24" MIN12" MIN 36" MAXProtruding DispenserBelow Grab BarProtruding DispenserAbove Grab Bar18" MIN24" MIN42" MAXRecessed Dispenser48" MAX 36" MAXTHIS SHEET IS PROVIDED FOR YOUR CONVENIENCE. IT CONTAINS SELECTIONS FROM THE CURRENTACCESSIBILITY REFERENCED STANDARDS (2015 IBC CHAPTER 11 WITH WA STATE AMENDMENTS AND ANSI/ICCA117.1), BUT IS NOT INTENDED TO BE A COMPLETE OR EXHAUSTIVE COPY OF THE CURRENT ACCESSIBILITYSTANDARDS.39" MAX
2'-5" MIN
2'-10"
6'-3"
3'-10"
50" MAX
40" MAX
2'-5" MIN
2'-10"
36" MAX
38"-43"
6"OVERHEAD SIGNSA.CHARACTERS AND NUMBERS ON OVERHEAD SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCEFROM WHICH THEY ARE TO BE READ. 1. FOR SIGNS HIGHER THAN 70" A.F.F., CHARACTER SIZE SHALL BE 2" MINIMUM PLUS 18" PER FOOT OFVIEWING DISTANCE ABOVE 15 FEET.1.THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE LETTER "I".2.LOWER CASE LETTERS ARE PERMITTED.ANSI/ICC A117.1 703.3-703.5 - RAISED CHARACTERS, BRAILLE, & PICTOGRAMSA.Raised characters shall comply with section 703.3 and shall be duplicated in braille complying with section 703.4.B. Letter and numerals shall be raised 1/32", upper case, sans serif and shall be accompanied by grade 2Braille.1. Raised character height: 58" minimum to 3" plus 18" per foot of viewing distance above 21feet.2. Braille shall be contracted (grade 2); shall be located below title corresponding text.3. Pictograms shall be accompanied by the equivalent verbal description placed directlybelow the pictogram.1.The border dimension of the pictogram shall be 6" min. in height.ANSI/ICC A117.1 703.3.12 - FINISH AND CONTRASTA.Characters and their background shall have a nonglare finish. Characters shall contrast with their background,with either light characters on a dark background, or dark characters on a light background.ANSI/ICC A117.1 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL)A.Characters and their background shall have a nonglare finish. Characters shall contrast with their background,with either light characters on a dark background, or dark characters on a light background.B.Where a tactile sign is mounted next to a door, it shall be placed to the latch side of the door wherever possible.Where a tactile sign is placed adjacent a double door, the sign shall be to the right hand door. If there is no wallspace to the right, signs shall be placed on the nearest adjacent wall. Exception: Door mounted signs shall bepermitted on the push side on the doors with closers and without hold open devices.C.Raised characters shall be 48" minimum above the floor, measured to the baseline of the lowest raised characterand 60" maximum above the floor, measured to the baseline of the highest raised character.D.Mounting location for such signage shall be so that a person may approach within 3" of signage withoutencountering protruding objects or standing within the swing of a door.IBC with WA STATE AMENDMENTS 1101.2.6 - INTERNATIONAL SYMBOL OF ACCESSIBILITYA. Where the International Symbol of Accessibility is required, it shall be proportioned complying with ANSI/ICCA117.1 Figure 703.6.3.1. All interior and exterior signs depicting the International Symbol of Accessibility shall bewhite on a blue background.40"
MAX
40"
MAX
40"
MAX
40"
MAX
40"
MAX
24"
ADA
15" MEN
12" WOMEN
15" MIN 48" MAXTO HOOK5'-0"1'-6"2"2'-10"6'-6"to top
R-WASTERECEPTACLER-TOILET SEATCOVER DISPENSERR-PAPER TOWELDISPENSER/ WASTERECEPTACLER-PAPER TOWELDISPENSERR-SANITARY NAPKINDISPENSERSOLIDPLASTICBENCHFULL LENGTHMIRRORSTAINLESS STEELSHELFHAT/COAT HOOKMOP/BROOMHOLDERS-ELECTRIC HANDDRYERLAVATORY MOUNTED INCOUNTERWALL MOUNTEDLAVATORYHAND SHOWER/24" SLIDE BAR17"-19"1'-6"3'-2" MIN
4'-0" MAXCONTROL AREA4"MAX15"MAX1'-6"3"-6"608.3.1 Rear Wall Grab Bar for Shower608.3.1 Side Wall Grab Bar for ShowerAUTOMATIC TELLER MACHINESANSI/ICC A117.1 305 - CLEAR FLOOR SPACEA.Floor space shall comply with Section 305 to allow a forward, parallel approach or both.ANSI/ICC A117.1 308 - HEIGHTA.Operable parts shall be placed within one or more of the reach ranges specified in Section 308, summarizedearlier in this sheet.is required505 HANDRAILSHandrail to extendhorizontally at top extension34" - 36"(1) TREAD DEPTH1'-0"Bottom rail to provide edgeprotectionHandrail to extend horizontallyat top and bottom extension34" - 36"If vertical rise is greater than 6"then bottom rail to provide edgeprotection1'-0"Handrail at StairHandrail at RampHandrail to extend with slope atbottom extension1'-0"4"Handrail Section1 1/4" to 2"1 1/2"12" MAX56" MIN. (WALL MOUNTED W.C.) 59" MIN. (FLOOR MOUNTED W.C.)Detail18"42" MIN.24"
60" MIN.
12"ANSI/ICC A117.1 604.3 - CLEARANCESA. Clear floor space for water closets not in stalls shall be provided as follows: Clearance around a water closetshall be 60" minimum in width, measured perpendicular from the sidewall. Clearance around the water closetshall be 56" minimum in depth, measured perpendicular from the rear wall. (Reference Detail)B. No door swings are allowed in clear floor area.ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DETAIL)A. The height to the top of the toilet seat shall be 17" - 19" above floor.1. Seats shall not be sprung to return to a lifted position.IBC with WA STATE AMENDMENTS 1101.2.5 - FLUSH CONTROLSA. Hand operated flush controls shall comply with Section 309, except the maximum height abovethe floor shall be 44".6"MAX.12"MIN.6" MIN.6"MIN.TOILET PARTITION TOE CLEARANCE36" MIN.3"MAX.2 1/2""1 1/2"MAX.36" MIN.
15"-16"Shower Floor Plan / Seat609 GRAB BARSANSI/ICC A117.1 609.3.2 - SIZE AND SPACINGA.Diameter or width of gripping surface shall be 1-1/4" to 2", or the shape shall provide an equivalent grippingsurface.1.The space between grab bars and adjacent walls shall be 1-1/2"610 SEATSANSI/ICC A117.1 610.2 - SHOWER COMPARTMENT SEATSA.The height of the shower compartment seats shall be 17" minimum and 19" maximum above the bathroomfloor measured to the top of the seat.B.Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250pounds is applied at any point in the seat, fastener mounting device or support structure.4"MAX.
33"-36"ANSI/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS)A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" - 36" above thefinish floor:1. Side wall horizontal: 42" in length minimum, 12" max from rear wall, extending 54" min. from rear wall2. Side wall vertical: 18" in length minimum, bottom of bar located 39" min/41" max. above the floor, centerline39" min/41" max from rear wall3. Back wall: 36" in length minimum, extend from centerline of water closet 12" min. on side closest to the wall,24" min. on transfer side.ANSI/ICC A117.1 604.6 - FLUSH CONTROLSA. Flush controls shall be hand operated or automatic, and located on the open side of the water closet. Handoperated flush controls shall comply with Section 309.ANSI/ICC A117.1 604.7 - DISPENSERS - REFERENCE DETAIL. THE OUTLET OF THE DISPENSER SHALL COMPLY WITH TABLE 603.64" DIA. STEEL SET POST IN CONC.FINISH GRADEPRE-MANUF. SIGN GALVANIZED MOUNTING BOLTS1'-6"
1'-6"
1/2"NOPARKING5'-0" MIN.
TO BOTTOM OF
SIGN
5"3"1'-0"POST W/ CAP4" DIA. STEEL POST W/ CAPDetailNOTE: INSTALL SIGN AT THE HEAD OFEACH ACCESS AISLE LOCATED ADJACENTTO AN ACCESSIBLE PARKING SPACE.Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020ACCESSIBILITYGUIDELINESAN-2
ENERGY CODE COMPLIANCE FORMS:Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020ENERGY CODECOMPLIANCE FORMSAN.3
GASXFMRIM
WM8'-6"TYP.8'-6"TYP.26'-0"ACCESS 26'-0"185'-0"60'-0"55'-0"26'-0"30'-0"
ACCESS 114'-0"62'-6"282'-0 1/2"ABCDEFG370'-0" OVERALLH60'-0"50'-0"50'-0"50'-0"50'-0"60'-0"50'-0"685'-0" OVERALL
50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"42'-6"50'-0"50'-0"50'-0"50'-0"42'-6"123456789101112131415Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:LEGEND:ACCESSIBLE ROUTE TO THE PUBLIC WAYKEY NOTES:1.ALL PARKING STALLS ARE 8'-6" x 18'-0" U.O.N.2.COMPACT PARKING STALLS MARKED WITH A 'C' ARE 7'-6" x 16'-0"3.ALL SIDEWALKS ARE 5'-0' WIDE CONCRETE WITH BROOM FINISH & 5'-0" O.C. SCORINGPATTERN WITH MAX 1:20 SLOPE & 1:48 CROSS SLOPE, U.O.N.4.SEE CIVIL DRAWINGS FOR LOCATIONS OF CAST-IN-PLACE CURBS AND EXTRUDED CURBS.5.SEE CIVIL DRAWINGS FOR AREAS OF STANDARD AND HEAVY PAVING SECTIONS.6.ALL CONCRETE MONUMENT SIGNAGE IS UNDER SEPARATE SIGNAGE PERMIT.7.SEE ARCHITECTURAL SHEET A0.3 FOR SITE DETAILS.8.PROVIDE DETECTABLE WARNING TEXTURE PER CODE ON ALL SIDEWALK RAMPS ANDCURB RAMPS.9.COMPLY WITH IBC CHAPTER 11 BARRIER FREE REQUIREMENTS.1.CONCRETE CURB, SEE CIVIL DRAWINGS2.CONCRETE ENTRY W/ BROOM FINISH, MAX 1:20 SLOPE & MAX 1:48 CROSS SLOPE.ALIGN SCORING PATTERN WITH WINDOW MULLIONS3.CONCRETE SIDEWALK W/ BROOM FINISH, MAX 1:20 SLOPE & MAX 1:48 CROSSSLOPE4.5'-0" WIDE CONCRETE LANDING W/ 5'-0" WIDE SIDEWALK AT EXIT/FIREDEPARTMENT ACCESS DOORS, TYP. SEE DETAIL 3/A0.35.5' WIDE STRIPED DRIVE AISLE CROSSING, TYP.6.PRE ENGINEERED MTL. EXIT STAIR & LANDING, TYP. SEE DETAIL 2/A0.37.BOLLARD TYP., SEE DETAIL 14/A0.38.LANDSCAPING, TYP.9.NOT USED10.ASPHALT DRIVE-AISLE & STRIPED PARKING PER CIVIL11.NOT USED12.CONCRETE DRIVE-UP RAMP @ MAX 1:12 SLOPE, SEE DETAIL 9/A0.313.CONCRETE TRUCK APRON W/ CONTROL JOINTS PER STRUCTURAL DETAILS. SEECIVIL FOR PAVEMENT SECTION DETAIL14.TRUCK TRAILER STORAGE AREA15.ADA ACCESSIBLE STALL W/ WHEELCHAIR SYMBOL, ACCESS AISLE AND SIGNAGE,TYP. SEE DETAIL 19/A0.316.ADA ACCESSIBLE SIGNAGE, TYP. SEE DETAIL 13/A0.317.WHEEL STOP, TYP.18.ADA COMPLIANT CURB RAMP W/ TACTILE WARNING PER T1.219.ADA COMPLIANT FLUSH TRANSITION WITH DETECTABLE WARNING PER T1.220.LOCATION OF GAS METER, SEE CIVIL FOR CONTINUATION21.LOCATION OF WATER METER. SEE CIVIL FOR CONTINUATION22.LOCATION OF IRRIGATION METER, SEE LANDSCAPE23.LOCATION OF UNDERSLAB SANITARY SEWER LINE INTO BUILDING, SEE CIVIL FORSIZE & CONTINUATION24.LOCATION OF FIRE HYDRANT, SEE CIVIL25.LOCATION OF ELECTRICAL TRANSFORMER ON CONCRETE PAD, PER ELECTRICALDESIGN/BUILD26.MONUMENT SIGN UNDER SEPARATE PERMIT27.CONCRETE STAIRS WITH GUARDRAIL AND HANDRAIL AT EXIT/FIRE DEPARTMENTACCESS DOORS, SEE DETAIL 4/A0.328.TILT-UP CONCRETE TRASH ENCLOSURE/RECYCLABLE STORAGE & CHAIN LINK GATEWITH PRIVACY SLATS, SEE DETAIL 15/A0.329.CONCRETE "DOLLY PAD" PER CIVIL DRAWINGS30.CONCRETE STAIR & LANDING WITH HANDRAILS. SEE 7/A0.3. ALSO SEE SITE PLANFOR NUMBER OF RISERS.CCOMPACT PARKING STALLXBUILDING A225,882 SFWEYERHAEUSER WAY S.4A0.22A0.2OPP. SIM.3A0.21A0.22A0.2667111111111333444888888888101010102814132985303 RISERS1 RISER41 RISER41 RISER1 RISER303 RISERS41 RISER41 RISERARCHITECTURAL SITEPLANA0.11"=40'-0"ARCHITECTURAL SITE PLAN1A0.1
8'-6"8'-6"8'-6"8'-6"5'-0"17'-6"9'-6"8'-6"TYP.18'-0"TYP.19'-7 1/2"18'-0"5'-0"8'-6"GASXFMRIM
WM18'-0"
24'-0"50'-0"5'-0"TYP.1'-3"TYP.22'-3"18'-0"9'-6"18'-0"8'-6"TYP.18'-0"
TYP.
5'-0"5'-0"
8'-6"
TYP.
8'-6"5'-0"8'-6"8'-6"8'-6"8'-6"TYP.18'-0"TYP.17'-6"27'-11 1/4"9'-6"HH50'-0"AB1242'-6"141542'-6"13141550'-0"42'-6"15Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:LEGEND:ACCESSIBLE ROUTE TO THE PUBLIC WAYKEY NOTES:1.ALL PARKING STALLS ARE 8'-6" x 18'-0" U.O.N.2.COMPACT PARKING STALLS MARKED WITH A 'C' ARE 7'-6" x 16'-0"3.ALL SIDEWALKS ARE 5'-0' WIDE CONCRETE WITH BROOM FINISH & 5'-0" O.C. SCORINGPATTERN WITH MAX 1:20 SLOPE & 1:48 CROSS SLOPE, U.O.N.4.SEE CIVIL DRAWINGS FOR LOCATIONS OF CAST-IN-PLACE CURBS AND EXTRUDED CURBS.5.SEE CIVIL DRAWINGS FOR AREAS OF STANDARD AND HEAVY PAVING SECTIONS.6.ALL CONCRETE MONUMENT SIGNAGE IS UNDER SEPARATE SIGNAGE PERMIT.7.SEE ARCHITECTURAL SHEET A0.3 FOR SITE DETAILS.8.PROVIDE DETECTABLE WARNING TEXTURE PER CODE ON ALL SIDEWALK RAMPS ANDCURB RAMPS.9.COMPLY WITH IBC CHAPTER 11 BARRIER FREE REQUIREMENTS.1.CONCRETE CURB, SEE CIVIL DRAWINGS2.CONCRETE ENTRY W/ BROOM FINISH, MAX 1:20 SLOPE & MAX 1:48 CROSS SLOPE.ALIGN SCORING PATTERN WITH WINDOW MULLIONS3.CONCRETE SIDEWALK W/ BROOM FINISH, MAX 1:20 SLOPE & MAX 1:48 CROSSSLOPE4.5'-0" WIDE CONCRETE LANDING W/ 5'-0" WIDE SIDEWALK AT EXIT/FIREDEPARTMENT ACCESS DOORS, TYP. SEE DETAIL 3/A0.35.5' WIDE STRIPED DRIVE AISLE CROSSING, TYP.6.PRE ENGINEERED MTL. EXIT STAIR & LANDING, TYP. SEE DETAIL 2/A0.37.BOLLARD TYP., SEE DETAIL 14/A0.38.LANDSCAPING, TYP.9.NOT USED10.ASPHALT DRIVE-AISLE & STRIPED PARKING PER CIVIL11.NOT USED12.CONCRETE DRIVE-UP RAMP @ MAX 1:12 SLOPE, SEE DETAIL 9/A0.313.CONCRETE TRUCK APRON W/ CONTROL JOINTS PER STRUCTURAL DETAILS. SEECIVIL FOR PAVEMENT SECTION DETAIL14.TRUCK TRAILER STORAGE AREA15.ADA ACCESSIBLE STALL W/ WHEELCHAIR SYMBOL, ACCESS AISLE AND SIGNAGE,TYP. SEE DETAIL 19/A0.316.ADA ACCESSIBLE SIGNAGE, TYP. SEE DETAIL 13/A0.317.WHEEL STOP, TYP.18.ADA COMPLIANT CURB RAMP W/ TACTILE WARNING PER T1.219.ADA COMPLIANT FLUSH TRANSITION WITH DETECTABLE WARNING PER T1.220.LOCATION OF GAS METER, SEE CIVIL FOR CONTINUATION21.LOCATION OF WATER METER. SEE CIVIL FOR CONTINUATION22.LOCATION OF IRRIGATION METER, SEE LANDSCAPE23.LOCATION OF UNDERSLAB SANITARY SEWER LINE INTO BUILDING, SEE CIVIL FORSIZE & CONTINUATION24.LOCATION OF FIRE HYDRANT, SEE CIVIL25.LOCATION OF ELECTRICAL TRANSFORMER ON CONCRETE PAD, PER ELECTRICALDESIGN/BUILD26.MONUMENT SIGN UNDER SEPARATE PERMIT27.CONCRETE STAIRS WITH GUARDRAIL AND HANDRAIL AT EXIT/FIRE DEPARTMENTACCESS DOORS, SEE DETAIL 4/A0.328.TILT-UP CONCRETE TRASH ENCLOSURE/RECYCLABLE STORAGE & CHAIN LINK GATEWITH PRIVACY SLATS, SEE DETAIL 15/A0.329.CONCRETE "DOLLY PAD" PER CIVIL DRAWINGS30.CONCRETE STAIR & LANDING WITH HANDRAILS. SEE 7/A0.3. ALSO SEE SITE PLANFOR NUMBER OF RISERS.CCOMPACT PARKING STALLXWAREHOUSE100WAREHOUSE100WAREHOUSE100FIRE PUMP ROOM20088888888811111111112223333347UPUPUPUPUP1616162520121818181010101515151515151517119191919881616163882122234SIM.ENLARGED SITE PLANSA0.21/8"=1'-0"ENLARGED SITE PLAN1A0.2SCALE: 1/8" = 1'-0"4'8'016'1/8"=1'-0"ENLARGED SITE PLAN2A0.21/8"=1'-0"ENLARGED SITE PLAN3A0.21/8"=1'-0"ENLARGED SITE PLAN4A0.2ELECTRICAL ROOM201
4" WIDE CURB@ BACK OF RAMPACCESSIBLE PARKINGSIGNAGE SEE PLANFOR LOCATIONS5'-0"MAX 1:12SLOPE UP18BA0.3A0.318A5'-0" MIN.MAX 1:48SLOPE DNNOTE:SLOPE SHALL BE1:12 MAX. &CROSS SLOPESHALL BE 1:48MAX., PER IBCSECTION 1012ACCESSIBLE 8'-0" @VAN19ACCESSIBLE RAMPWHEEL STOP WHERE SHOWNON SITE PLANPROVIDE DETECTABLE WARNING TEXTURE PER CODE,TYPICAL ALL WHEELCHAIR RAMPSAB5'-0"CONCRETE SIDEWALKASPHALT PAVING6"MAX.NOTE:CURB RAMP VERTICAL RISE SHALL BE 6"MAX., PER IBC SECTION 101218ACCESSIBLE RAMPSLOPE CONCRETEPAINT EXPOSED SURFACECONCRETE FOOTING1'-6" MIN.6"2'-6"SLABCONCRETE SLAB6"∅ STEEL PIPE FILLED W/ CONCRETE @STATIONARY LOCATIONS, (GALV. PIPE @ EXTERIORLOCATIONS)4'-0"14PIPE BOLLARDSTATE3"1'-6" 5'-0" MIN.REQUIREDPRE-MANUF. SIGN SET POST IN CONC.4" DIA. STEEL POST W/ CAP1'-6"VANACCESSIBLEFINISH GRADEGALVANIZED MOUNTING BOLTSDISABLEDPARKINGPERMIT5"1/2"NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS.SPACES DESIGNATED FOR VAN PARKING SHALL HAVEADDITIONAL SIGN "VAN ACCESSIBLE" MOUNTED BELOW.1'-0"13ACCESSIBLE PARKING SIGNBUILDINGINTERIORCONCRETE RAMPBUILDINGEXTERIORINTERIOR FIN FLR+/-4'-0"EXISTING GRADE0'-0"CONCRETE LANDING+/- 53'-0"2'-6"
4'-0"3'-6"PIPE BOLLARD948" HIGH DRIVE UP RAMPSTART CONC
GUARD RAIL
MAX SLOPE: 1:123'-6"CONCRETE RETAINING WALL BEYONDPANEL6"BUILDINGINTERIORCONCRETE RAMPBUILDINGEXTERIORINTERIOR FIN FLR+/-4'-0"EXISTING GRADE0'-0"CONCRETE LANDING+/- 53'-0"2'-6"
4'-0"3'-6"
START CONC
GUARD RAIL
MAX SLOPE: 1:12CONC PANEL3'-6"CONCRETE RETAINING WALL BEYOND1'-0"JOINT, PER STRUCTURAL.6"
3"WEEP HOLE TYP. AT 4'-0" O.C.2'-0"ASPHALT PAVINGROCK BASECONTRACTOR OPTION.STEEL TIE BARS @ 1 FT. EA. SIDE OFEVERY JOINT OR USE AN ADHESIVECONCRETE WHEEL STOP17WHEEL STOPDUMPSTERRECYCLE BINSCHAIN-LINK FENCE WITHPRIVACY SLATS & LOCKINGBOLT & PAD LOCK HASPTILT UP CONCRETE PANEL PERSTRUCTURALPRIVACY SLATS WITHINCHAIN-LINK FENCEVERTICAL JOINTCANE BOLT W/ SLEEVECONCRETE TILT-UP PANEL10'-6"15'-11"7'-0"CONCRETE TILT-UP PANELCONCRETE TILT-UP PANELABCGRADENOTE:ALL TILT-UP CONCRETE PANELS TO BE PAINTEDPNT-1.15TRASH ENCLOSURE4'-2"PRE-ENG. MTL. STAIR23'-0"1'-0"
6 TREADS
@11"= 5'-6"1'-0"1'-0"4'-0" CLR6"HANDRAIL AT 36"GUARDRAIL AT 42"PLAN AT TYP.30"x48" AREA FOR RESCUE ASSISTANCE W/IDENTIFICATION SIGNAGE PER IBC SECTION 1007.6.1AND 1007.6.5 (WHERE NOTED AS AN EXIT)6"∅ x 4'-0" HT. CONC. FILLED GALV.PIPE BOLLARD, SEE DETAIL 14/A0.31'-0"5'-0"5'-3"6PRE-ENG. METAL STAIR3'-6"4'-0"LANDING SUPPORT ANGLESSTEEL STRINGERSTEEL CLIP ANGLE2"∅ GALVANIZED STEEL PIPEWELD & GRIND SMOOTH1-1/2"∅ ROUND STEEL HANDRAIL7" MAX
EQ
3'-6"
3'-0"ELEVATIONCOLUMN @ CORNER OF LANDING21"
MAX
21"
MAX NOTE:SEE EXTERIOR METAL FINISHSPECIFICATIONS.OPEN STEEL GRATE TREADS AND LANDING1/4" x 12" AND1/4" STEEL RISERSMAX. LEADING EDGE RADIUS @STAIR: 1/2" PER IBC 1011.5.56"∅ x 4'-0" HT.CONC. FILLED SEE DETAIL 14/A0.3GALV. PIPE BOLLARD,HANDRAIL RETURN5'-0" MIN
CONCRETE LANDING ATDOORS3PLAN AT DOOR LANDING5'-0"ALIGN WITH EDGE OFPANELRISER WHERE OCCURSHANDRAIL @ CONCRETE PANEL811" MIN7" MAX
CONCRETE STAIRS WITH 12" RADIUS NOSE,TAPERED RISERS, NON-SLIP BROOM FINISH ANDGROOVED DETECTABLE WARNING AT TREADEDGES1 1/2" DIA. PIPE RAILING, EACH SIDE OF STAIRAND AT CENTER OF STAIR WHERE SHOWN, WELDAND GRIND SMOOTH, TYPICAL1" NOSING12"12"SLEEVE AND GROUT POSTS INTOCONCRETEMAX SLOPE1:204CONCRETE STAIR SECTIONLINE OF ADJACENT GRADE BEYOND2'-10"GUARDRAIL WHERE OCCURSPER PLAN3'-6"CONCRETE STAIR TREAD106'-6"
(2) 11"
TREADS7STAIRS @ DOOR LANDINGCONCRETE24"12"
36"
24"
7" MAX.
RISERS 42" HIGH 1-1/2" DIA.GUARDRAIL SEE 4/A0.31-1/2" DIA. GUARDRAILSEE 4/A0.3Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020EXTERIOR METAL FINISH SPECS:ALL EXTERIOR METALS: STRINGERS, PANS, SIGN PIPES, TREAD/RISERS, PIPE RAILINGS,ANGLES, BOLLARDS, ETC. TO BE GALVANIZED (ALUMINUM WINDOWS SYSTEMS SPECIFIED ELSEWHERE.)BOLLARDS: PAINT, SAFETY YELLOWSTAIRS: GALVANIZEDRAILINGS: GALVANIZEDNelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/202010A0.3SITE DETAILSA0.3
AAAGASXFMRIMWM
685'-0" OVERALL
50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"42'-6"50'-0"50'-0"50'-0"50'-0"42'-6"12345678910111213141525'-0"25'-0"ABCDEFGH370'-0" OVERALL60'-0"50'-0"50'-0"50'-0"50'-0"60'-0"50'-0"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/20201.ALL WALLS TO BE TILT-UP CONC PANEL, U.O.N.2.DOOR SYMBOL KEY: SEE AX.X FOR DOOR SCHEDULE3.ELECTRICAL DESIGN BUILD TO MEET WSEC C4054.PJ = PANEL JOINT, SEE DETAIL 1/A8.15.PARTITION TYPE SEE SHEET A6.16.DOORS INTO ELECTRICAL CONTROL PANEL ROOMS SHALL BE MARKED WITH A PLAINLYVISIBLE AND LEGIBLE SIGN STATING "ELECTRICAL ROOM" OR SIMILAR WORDING.7.FIRE PROTECTION EQUIPMENT ROOMS CONTAINING SPRINKLER RISERS, FACP, OROTHER SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIED WITH APPROVEDSIGNS; SIGNS SHALL BE CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLYINSTALLED AND READILY VISIBLE PER IFC 509.1GENERAL NOTES:XLEGEND:LOCATION OF UNDERSLAB VAPOR BARRIER1.PAINTED TILT-UP CONCRETE PANEL, PAINT EXTERIOR PER EXTERIOR ELEVATIONS, TYP.PAINT INTERIOR OF PANELS WHITE.2.REINFORCED CONCRETE SLAB, TYP. SEE STRUCTURAL.3.GRAY PRIMED TUBE STEEL COLUMN, TYP. SEE STRUCTURAL. PAINT COLUMN SAFETYYELLOW TO 12' AFF.4.SEISMIC BRACING, SEE STRUCTURAL.5.SCUPPER WITH DOWNSPOUT PER EXTERIOR ELEVATIONS6.UNDER-SLAB SANITARY SEWER LINE, SEE CIVIL FOR SIZE AND CONTINUATION. CAP ASREQUIRED7.PIPE BOLLARD, PER DETAIL 14/A0.38.ANODIZED ALUMINUM STOREFRONT SYSTEM PER EXTERIOR ELEVATIONS9.ELECTRICAL PANELS PER DESIGN/BUILD ELECTRICAL10.FIRE SPRINKLER RISER LOCATION INTO BUILDING, SEE CIVIL11.ROOF ACCESS LADDER TO PLATFORM ABOVE, SEE DETAIL 17/A8.112.ROOF ACCESS LADDER ABOVE, SEE DETAIL 17/A8.113.ROOF ACCESS HATCH ABOVE, SEE ROOF PLAN AND DETAIL 16/A8.114.SLOPE CONCRETE FLOOR AT 1/4" PER FOOT TO FLOOR DRAIN, COORDINATE WITHDESIGN BUILD CONTRACTOR FOR LOCATION.15.STUB DOMESTIC WATER LINE INTO BUILDING, CAP AS REQUIRED. SEE CIVIL FORCONTINUATION16.INTERIOR ROOF DRAIN TIE INTO STORM DRAIN. OVERFLOW DRAIN TO SPILLABOVE GRADE.17.INTERNAL RECYCLING COLLECTION POINT, 260 S.F.18.STEEL TRELLIS. SEE A2.10 PLAN FOR DIMENSIONS.19.STEEL CANOPY PER ELEVATIONS AND DETAIL 9/A8.1.20.TILT-UP PANEL ABOVEKEY NOTES:X1A2.11A2.21A2.3WAREHOUSE100FIRE PUMP ROOM200ELECTRICAL ROOM201OVERALL FLOOR PLANA2.01/32" = 1'-0"OVERALL FLOOR PLAN1A2.0
10'-0"29'-0"29'-0"29'-0"5'-0"23'-9"23'-9"23'-9"23'-9"5'-0"23'-9"23'-9"23'-9"23'-9"5'-0"23'-9"23'-9"23'-9"6'-1"18'-0"5'-9"20'-6"3'-3"18'-0"5'-9"3'-3"4'-3"50'-0"50'-0"50'-0"50'-0"43'-0"25'-0"22'-6"5'-0"22'-6"25'-0"25'-0"22'-6"8'-0"29'-0"29'-0"29'-6"
28'-0"28'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"10'-10"25'-7"24'-4 1/2"10'-10"25'-7
"24'-4 1
/2"12345650'-0"50'-0"50'-0"50'-0"42'-6"ABCDEFGH370'-0" OVERALL60'-0"50'-0"50'-0"50'-0"50'-0"60'-0"50'-0"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/20201.ALL WALLS TO BE TILT-UP CONC PANEL, U.O.N.2.DOOR SYMBOL KEY: SEE AX.X FOR DOOR SCHEDULE3.ELECTRICAL DESIGN BUILD TO MEET WSEC C4054.PJ = PANEL JOINT, SEE DETAIL 1/A8.15.PARTITION TYPE SEE SHEET A6.16.DOORS INTO ELECTRICAL CONTROL PANEL ROOMS SHALL BE MARKED WITH A PLAINLYVISIBLE AND LEGIBLE SIGN STATING "ELECTRICAL ROOM" OR SIMILAR WORDING.7.FIRE PROTECTION EQUIPMENT ROOMS CONTAINING SPRINKLER RISERS, FACP, OROTHER SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIED WITH APPROVEDSIGNS; SIGNS SHALL BE CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLYINSTALLED AND READILY VISIBLE PER IFC 509.1GENERAL NOTES:XLEGEND:LOCATION OF UNDERSLAB VAPOR BARRIER1.PAINTED TILT-UP CONCRETE PANEL, PAINT EXTERIOR PER EXTERIOR ELEVATIONS, TYP.PAINT INTERIOR OF PANELS WHITE.2.REINFORCED CONCRETE SLAB, TYP. SEE STRUCTURAL.3.GRAY PRIMED TUBE STEEL COLUMN, TYP. SEE STRUCTURAL. PAINT COLUMN SAFETYYELLOW TO 12' AFF.4.SEISMIC BRACING, SEE STRUCTURAL.5.SCUPPER WITH DOWNSPOUT PER EXTERIOR ELEVATIONS6.UNDER-SLAB SANITARY SEWER LINE, SEE CIVIL FOR SIZE AND CONTINUATION. CAP ASREQUIRED7.PIPE BOLLARD, PER DETAIL 14/A0.38.ANODIZED ALUMINUM STOREFRONT SYSTEM PER EXTERIOR ELEVATIONS9.ELECTRICAL PANELS PER DESIGN/BUILD ELECTRICAL10.FIRE SPRINKLER RISER LOCATION INTO BUILDING, SEE CIVIL11.ROOF ACCESS LADDER TO PLATFORM ABOVE, SEE DETAIL 17/A8.112.ROOF ACCESS LADDER ABOVE, SEE DETAIL 17/A8.113.ROOF ACCESS HATCH ABOVE, SEE ROOF PLAN AND DETAIL 16/A8.114.SLOPE CONCRETE FLOOR AT 1/4" PER FOOT TO FLOOR DRAIN, COORDINATE WITHDESIGN BUILD CONTRACTOR FOR LOCATION.15.STUB DOMESTIC WATER LINE INTO BUILDING, CAP AS REQUIRED. SEE CIVIL FORCONTINUATION16.INTERIOR ROOF DRAIN TIE INTO STORM DRAIN. OVERFLOW DRAIN TO SPILLABOVE GRADE.17.INTERNAL RECYCLING COLLECTION POINT, 260 S.F.18.STEEL TRELLIS. SEE A2.10 PLAN FOR DIMENSIONS.19.STEEL CANOPY PER ELEVATIONS AND DETAIL 9/A8.1.20.TILT-UP PANEL ABOVEKEY NOTES:X1A2.4KEY PLAN6A2.1A2.3A2.210MATCH LINESEE SHEET A2.21A3.11A3.33A3.11A3.2OPP. SIM.2A2.4OPP. SIM.3A2.4OPP. SIM.PJPJPJPJPJPJPJPJPJPJPJPJ
PJPJPJPJPJPJPJPJ
PJPJPJ PJ
WAREHOUSE100236111117PARTIAL FLOOR PLANA2.11/16" = 1'-0"PARTIAL FLOOR PLAN1A2.28'016'32'SCALE: 1/16" = 1'-0"PJPJPJ 20
10'-0"50'-0"50'-0"50'-0"50'-0"25'-0"22'-6"5'-0"
25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"
5'-0"22'-6"22'-6"25'-0"25'-0"22'-6"25'-0"10'-0"67891050'-0"50'-0"50'-0"50'-0"
685'-0" OVERALL ABCDEFGH370'-0" OVERALL60'-0"50'-0"50'-0"50'-0"50'-0"60'-0"50'-0"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/20201.ALL WALLS TO BE TILT-UP CONC PANEL, U.O.N.2.DOOR SYMBOL KEY: SEE AX.X FOR DOOR SCHEDULE3.ELECTRICAL DESIGN BUILD TO MEET WSEC C4054.PJ = PANEL JOINT, SEE DETAIL 1/A8.15.PARTITION TYPE SEE SHEET A6.16.DOORS INTO ELECTRICAL CONTROL PANEL ROOMS SHALL BE MARKED WITH A PLAINLYVISIBLE AND LEGIBLE SIGN STATING "ELECTRICAL ROOM" OR SIMILAR WORDING.7.FIRE PROTECTION EQUIPMENT ROOMS CONTAINING SPRINKLER RISERS, FACP, OROTHER SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIED WITH APPROVEDSIGNS; SIGNS SHALL BE CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLYINSTALLED AND READILY VISIBLE PER IFC 509.1GENERAL NOTES:XLEGEND:LOCATION OF UNDERSLAB VAPOR BARRIER1.PAINTED TILT-UP CONCRETE PANEL, PAINT EXTERIOR PER EXTERIOR ELEVATIONS, TYP.PAINT INTERIOR OF PANELS WHITE.2.REINFORCED CONCRETE SLAB, TYP. SEE STRUCTURAL.3.GRAY PRIMED TUBE STEEL COLUMN, TYP. SEE STRUCTURAL. PAINT COLUMN SAFETYYELLOW TO 12' AFF.4.SEISMIC BRACING, SEE STRUCTURAL.5.SCUPPER WITH DOWNSPOUT PER EXTERIOR ELEVATIONS6.UNDER-SLAB SANITARY SEWER LINE, SEE CIVIL FOR SIZE AND CONTINUATION. CAP ASREQUIRED7.PIPE BOLLARD, PER DETAIL 14/A0.38.ANODIZED ALUMINUM STOREFRONT SYSTEM PER EXTERIOR ELEVATIONS9.ELECTRICAL PANELS PER DESIGN/BUILD ELECTRICAL10.FIRE SPRINKLER RISER LOCATION INTO BUILDING, SEE CIVIL11.ROOF ACCESS LADDER TO PLATFORM ABOVE, SEE DETAIL 17/A8.112.ROOF ACCESS LADDER ABOVE, SEE DETAIL 17/A8.113.ROOF ACCESS HATCH ABOVE, SEE ROOF PLAN AND DETAIL 16/A8.114.SLOPE CONCRETE FLOOR AT 1/4" PER FOOT TO FLOOR DRAIN, COORDINATE WITHDESIGN BUILD CONTRACTOR FOR LOCATION.15.STUB DOMESTIC WATER LINE INTO BUILDING, CAP AS REQUIRED. SEE CIVIL FORCONTINUATION16.INTERIOR ROOF DRAIN TIE INTO STORM DRAIN. OVERFLOW DRAIN TO SPILLABOVE GRADE.17.INTERNAL RECYCLING COLLECTION POINT, 260 S.F.18.STEEL TRELLIS. SEE A2.10 PLAN FOR DIMENSIONS.19.STEEL CANOPY PER ELEVATIONS AND DETAIL 9/A8.1.20.TILT-UP PANEL ABOVEKEY NOTES:XKEY PLAN6A2.1A2.3A2.210MATCH LINESEE SHEET A2.3MATCH LINESEE SHEET A2.11A3.31A3.23A2.4OPP. SIM.PJ PJ PJ PJ PJ PJ PJ PJ PJWAREHOUSE100236
11PARTIAL FLOOR PLANA2.21/16" = 1'-0"PARTIAL FLOOR PLAN1A2.28'016'32'SCALE: 1/16" = 1'-0"
25'-0"GASXFMRIMWM 10'-0"10'-0"25'-7 1/4"24'-4 3/4"34'-3"29'-0"29'-0"5'-0"23'-9"23'-9"23'-9"23'-9"5'-0"23'-9"23'-9"23'-9"23'-9"5'-0"23'-9"23'-9"23'-9"5'-6"10'-10"28'-0"28'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"
25'-0"22'-6"5'-0"22'-6"25'-0"25'-0"22'-6"8'-0"29'-0"29'-0"29'-0"
10'-0"10'-0"10111213141550'-0"50'-0"50'-0"50'-0"42'-6"ABCDEFGH370'-0" OVERALL60'-0"50'-0"50'-0"50'-0"50'-0"60'-0"50'-0"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/20201.ALL WALLS TO BE TILT-UP CONC PANEL, U.O.N.2.DOOR SYMBOL KEY: SEE AX.X FOR DOOR SCHEDULE3.ELECTRICAL DESIGN BUILD TO MEET WSEC C4054.PJ = PANEL JOINT, SEE DETAIL 1/A8.15.PARTITION TYPE SEE SHEET A6.16.DOORS INTO ELECTRICAL CONTROL PANEL ROOMS SHALL BE MARKED WITH A PLAINLYVISIBLE AND LEGIBLE SIGN STATING "ELECTRICAL ROOM" OR SIMILAR WORDING.7.FIRE PROTECTION EQUIPMENT ROOMS CONTAINING SPRINKLER RISERS, FACP, OROTHER SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIED WITH APPROVEDSIGNS; SIGNS SHALL BE CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLYINSTALLED AND READILY VISIBLE PER IFC 509.1GENERAL NOTES:XLEGEND:LOCATION OF UNDERSLAB VAPOR BARRIER1.PAINTED TILT-UP CONCRETE PANEL, PAINT EXTERIOR PER EXTERIOR ELEVATIONS, TYP.PAINT INTERIOR OF PANELS WHITE.2.REINFORCED CONCRETE SLAB, TYP. SEE STRUCTURAL.3.GRAY PRIMED TUBE STEEL COLUMN, TYP. SEE STRUCTURAL. PAINT COLUMN SAFETYYELLOW TO 12' AFF.4.SEISMIC BRACING, SEE STRUCTURAL.5.SCUPPER WITH DOWNSPOUT PER EXTERIOR ELEVATIONS6.UNDER-SLAB SANITARY SEWER LINE, SEE CIVIL FOR SIZE AND CONTINUATION. CAP ASREQUIRED7.PIPE BOLLARD, PER DETAIL 14/A0.38.ANODIZED ALUMINUM STOREFRONT SYSTEM PER EXTERIOR ELEVATIONS9.ELECTRICAL PANELS PER DESIGN/BUILD ELECTRICAL10.FIRE SPRINKLER RISER LOCATION INTO BUILDING, SEE CIVIL11.ROOF ACCESS LADDER TO PLATFORM ABOVE, SEE DETAIL 17/A8.112.ROOF ACCESS LADDER ABOVE, SEE DETAIL 17/A8.113.ROOF ACCESS HATCH ABOVE, SEE ROOF PLAN AND DETAIL 16/A8.114.SLOPE CONCRETE FLOOR AT 1/4" PER FOOT TO FLOOR DRAIN, COORDINATE WITHDESIGN BUILD CONTRACTOR FOR LOCATION.15.STUB DOMESTIC WATER LINE INTO BUILDING, CAP AS REQUIRED. SEE CIVIL FORCONTINUATION16.INTERIOR ROOF DRAIN TIE INTO STORM DRAIN. OVERFLOW DRAIN TO SPILLABOVE GRADE.17.INTERNAL RECYCLING COLLECTION POINT, 260 S.F.18.STEEL TRELLIS. SEE A2.10 PLAN FOR DIMENSIONS.19.STEEL CANOPY PER ELEVATIONS AND DETAIL 9/A8.1.20.TILT-UP PANEL ABOVEKEY NOTES:X1A2.4KEY PLAN6A2.1A2.3A2.210MATCH LINESEE SHEET A2.23A2.41A3.31A3.23A3.1OPP. SIM.2A3.12A2.4PJPJPJPJPJPJPJPJPJPJPJ
PJ PJ PJ PJ PJ PJ PJPJ
PJ PJPJPJ PJ
WAREHOUSE100FIRE PUMP ROOM200ELECTRICAL ROOM20123661115517PARTIAL FLOOR PLANA2.31/16" = 1'-0"PARTIAL FLOOR PLAN1A2.38'016'32'SCALE: 1/16" = 1'-0"PJ PJ PJ
GASXFMR
4'-8"2'-6"9'-6"R.O.5'-0"9'-6"R.O.9'-6"R.O.6"19'-0"R.O.29'-0"29'-0"29'-0"EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.6'-4"1'-10"4'-6"1'-10"4'-6"3'-8"3'-4"2'-0"9'-0"9'-6"R.O.9'-6"R.O.9'-6"R.O.6'-9"9'-6"R.O.5'-0"9'-6"R.O.5'-0"9'-6"R.O.5'-0"9'-6"R.O.2'-6"38'-2"6'-4"R.O.6'-0"6'-4"R.O.34'-3"29'-0"29'-0"5'-0"23'-9"24'-3"1'-8"3'-4"R.O.60'-0"50'-0"50'-0"8'-0"6"11'-6"9'-6"R.O.5'-0"5'-0"3'-4"R.O.5'-3"23'-3"6"14'-5"6"6"EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.25'-0"
TYPICAL PANEL WITH DRIVE INDOOR AND MAN DOOR
1'-9"
3'-4"6'-2"12'-0"3'-6"
1'-9"1'-9"5'-6"28'-0"
17'-2"25'-7 1/4"24'-4 3/4"23'-9"23'-9"7'-6"12'-10"
28'-0"10'-10"
3'-4"
R.O.
7'-6"8"7"25'-0"TYPICAL PANEL WITH MAN DOOR AND DOCK DOOR25'-0"TYPICAL PANEL WITH DOCK DOORS 1'-9"9'-0"9'-2"3'-4"1'-9"1'-9"9'-0"3'-6"9'-0"1'-9"111250'-0"13141550'-0"42'-6"AB50'-0"BEFGHH50'-0"42'-6"1314Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/20201.ALL WALLS TO BE TILT-UP CONC PANEL, U.O.N.2.DOOR SYMBOL KEY: SEE AX.X FOR DOOR SCHEDULE3.ELECTRICAL DESIGN BUILD TO MEET WSEC C4054.PJ = PANEL JOINT, SEE DETAIL 1/A8.15.PARTITION TYPE SEE SHEET A6.16.DOORS INTO ELECTRICAL CONTROL PANEL ROOMS SHALL BE MARKED WITH A PLAINLYVISIBLE AND LEGIBLE SIGN STATING "ELECTRICAL ROOM" OR SIMILAR WORDING.7.FIRE PROTECTION EQUIPMENT ROOMS CONTAINING SPRINKLER RISERS, FACP, OROTHER SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIED WITH APPROVEDSIGNS; SIGNS SHALL BE CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLYINSTALLED AND READILY VISIBLE PER IFC 509.1GENERAL NOTES:XLEGEND:LOCATION OF UNDERSLAB VAPOR BARRIER1.PAINTED TILT-UP CONCRETE PANEL, PAINT EXTERIOR PER EXTERIOR ELEVATIONS, TYP.PAINT INTERIOR OF PANELS WHITE.2.REINFORCED CONCRETE SLAB, TYP. SEE STRUCTURAL.3.GRAY PRIMED TUBE STEEL COLUMN, TYP. SEE STRUCTURAL. PAINT COLUMN SAFETYYELLOW TO 12' AFF.4.SEISMIC BRACING, SEE STRUCTURAL.5.SCUPPER WITH DOWNSPOUT PER EXTERIOR ELEVATIONS6.UNDER-SLAB SANITARY SEWER LINE, SEE CIVIL FOR SIZE AND CONTINUATION. CAP ASREQUIRED7.PIPE BOLLARD, PER DETAIL 14/A0.38.ANODIZED ALUMINUM STOREFRONT SYSTEM PER EXTERIOR ELEVATIONS9.ELECTRICAL PANELS PER DESIGN/BUILD ELECTRICAL10.FIRE SPRINKLER RISER LOCATION INTO BUILDING, SEE CIVIL11.ROOF ACCESS LADDER TO PLATFORM ABOVE, SEE DETAIL 17/A8.112.ROOF ACCESS LADDER ABOVE, SEE DETAIL 17/A8.113.ROOF ACCESS HATCH ABOVE, SEE ROOF PLAN AND DETAIL 16/A8.114.SLOPE CONCRETE FLOOR AT 1/4" PER FOOT TO FLOOR DRAIN, COORDINATE WITHDESIGN BUILD CONTRACTOR FOR LOCATION.15.STUB DOMESTIC WATER LINE INTO BUILDING, CAP AS REQUIRED. SEE CIVIL FORCONTINUATION16.INTERIOR ROOF DRAIN TIE INTO STORM DRAIN. OVERFLOW DRAIN TO SPILLABOVE GRADE.17.INTERNAL RECYCLING COLLECTION POINT, 260 S.F.18.STEEL TRELLIS. SEE A2.10 PLAN FOR DIMENSIONS.19.STEEL CANOPY PER ELEVATIONS AND DETAIL 9/A8.1.20.TILT-UP PANEL ABOVEKEY NOTES:XPJPJPJPJPJPJPJ PJ PJPJ PJ
PJPJ
PJWAREHOUSE100WAREHOUSE100WAREHOUSE100
FIRE PUMP ROOM200ELECTRICAL ROOM2011313222231111118888888888888810991112131417PJPJ18PJ19191919191919191/8" = 1'-0"ENLARGED PLAN1A2.41/8" = 1'-0"ENLARGED PLAN2A2.41/8" = 1'-0"ENLARGED PLAN3A2.4ENLARGED FLOOR PLANSA2.420PJ
685'-0" OVERALL
50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"42'-6"50'-0"50'-0"50'-0"50'-0"42'-6"123456789101112131415ABCDEFGH3"10'-0"10'-0"10'-0"10'-0"3"5'-0"5'-0"5'-0"5'-0"5'-0"18'-0"10'-0"3'-0"5'-0"8'-0"3'-0"5'-0"5'-0"5'-0"5'-0"5'-0"3"3"10'-0"10'-0"10'-0"10'-0"18'-0"3'-0"10'-0"5'-0"7'-9"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:KEY NOTES:1.TPO ROOFING MEMBRANE, 60 MIL., COLOR: WHITE, TYP.2.48" X 96" SKYLIGHT, PROVIDE CRICKETS AS REQUIRED, TYP., SEE DETAIL15/A8.1.3.PARAPET WITH METAL COPING, PER EXTERIOR ELEVATIONS, SEE DETAIL13/A8.1.4.METAL COPING PER EXTERIOR ELEVATIONS, TYP.5.SCUPPER WITH DOWNSPOUT, TYP., SEE EXTERIOR ELEVATIONS6.48" X 48" ROOF ACCESS HATCH PER DETAIL 16/A8.17.PRE-PRIMED METAL CANOPY, SEE ELEVATIONS FOR PAINT COLOR.8.PRE-FINISHED METAL CANOPY, SEE EXTERIOR ELEVATIONS.9.PRE-PRIMED STEEL CANOPY WITH TIE RODS, PER STRUCTURAL. SEE EXTERIORELEVATIONS FOR PAINT COLOR.10.STEEL DECK PER STRUCTURAL, PAINT TO MATCH ADJACENT CANOPYSTRUCTURE. SLOPE AT 1/4" PER 1'-0" TOWARD GUTTER.11.PRE-PRIMED STEEL ACCENT CHANNEL TYP., PER STRUCTURAL. SEE EXTERIORELEVATIONS FOR PAINT COLOR.12.SURFACE MOUNTED LIGHT FIXTURE, PER ELECTRICAL DESIGN BUILD. CENTER INCANOPY.13.SHEET METAL GUTTER, PAINT TO MATCH ADJACENT CANOPY STRUCTURE. SLOPETOWARD DOWNSPOUT.14.TIGHTLINED ROOF DRAIN WITH OVERFLOW DRAIN, DAYLIGHT OVERFLOW 1'0"ABOVE FINISHED FLOOR. SEE EXTERIOR ELEVATIONS. SEE DETAIL 5/A8.2.15.METAL STANDING SEAM ROOF, ABOVE.1.NO CONDUIT ON ROOF2.ALL COMPONENTS FOR THE ROOF DRAINAGE SYSTEM SHALL BE SIZED BASEDON A STORM OF 60 MINUTES DURATION AND 100 YEAR RETURN PERIOD PERUPC 1101.123.ALL ROOF MATERIALS SHALL COMPLY W/ THE STANDARDS AS SPECIFIED INTABLE 1507.10.2 OF THE 2015 IBC AND SHALL HAVE A FIRE CLASSIFICATION "X"PER TABLE 1505.1 OF THE 2015 IBC4.ALL ROOF DRAINS SHALL COMPLY WITH UPC 1101.2. ALL STORM DRAINS SHALLPROVIDE CLEAN OUTS IN CONFORMANCE WITH UPC 1101.3.X1A2.111A2.121A2.13C OF COLUMNL115HH1515OVERALL ROOF PLANA2.101/32"=1'-0"OVERALL ROOF PLAN1A2.101/8"=1'-0"ENLARGED CANOPY PLAN2A2.101/8"=1'-0"ENLARGED CANOPY PLAN3A2.10
25'-0"30'-0"25'-0"30'-0"25'-0"25'-0"25'-0"25'-0"25'-0
"30'-0"25'-0
"30'-0
"25'-0
"25'-0"
25'-0"25'-0"12345650'-0"50'-0"50'-0"50'-0"42'-6"ABCDEFGH370'-0" OVERALL60'-0"50'-0"50'-0"50'-0"50'-0"60'-0"50'-0"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020KEY PLAN6A2.11A2.13A2.1210MATCH LINESEE SHEET A2.121RIDGELINE
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"SLOPE MIN. 1/4" PER 12"51A2.1034TYP.GENERAL NOTES:KEY NOTES:1.TPO ROOFING MEMBRANE, 60 MIL., COLOR: WHITE, TYP.2.48" X 96" SKYLIGHT, PROVIDE CRICKETS AS REQUIRED, TYP., SEE DETAIL15/A8.1.3.PARAPET WITH METAL COPING, PER EXTERIOR ELEVATIONS, SEE DETAIL13/A8.1.4.METAL COPING PER EXTERIOR ELEVATIONS, TYP.5.SCUPPER WITH DOWNSPOUT, TYP., SEE EXTERIOR ELEVATIONS6.48" X 48" ROOF ACCESS HATCH PER DETAIL 16/A8.17.PRE-PRIMED METAL CANOPY, SEE ELEVATIONS FOR PAINT COLOR.8.PRE-FINISHED METAL CANOPY, SEE EXTERIOR ELEVATIONS.9.PRE-PRIMED STEEL CANOPY WITH TIE RODS, PER STRUCTURAL. SEE EXTERIORELEVATIONS FOR PAINT COLOR.10.STEEL DECK PER STRUCTURAL, PAINT TO MATCH ADJACENT CANOPYSTRUCTURE. SLOPE AT 1/4" PER 1'-0" TOWARD GUTTER.11.PRE-PRIMED STEEL ACCENT CHANNEL TYP., PER STRUCTURAL. SEE EXTERIORELEVATIONS FOR PAINT COLOR.12.SURFACE MOUNTED LIGHT FIXTURE, PER ELECTRICAL DESIGN BUILD. CENTER INCANOPY.13.SHEET METAL GUTTER, PAINT TO MATCH ADJACENT CANOPY STRUCTURE. SLOPETOWARD DOWNSPOUT.14.TIGHTLINED ROOF DRAIN WITH OVERFLOW DRAIN, DAYLIGHT OVERFLOW 1'0"ABOVE FINISHED FLOOR. SEE EXTERIOR ELEVATIONS. SEE DETAIL 5/A8.2.15.METAL STANDING SEAM ROOF, ABOVE.1.NO CONDUIT ON ROOF2.ALL COMPONENTS FOR THE ROOF DRAINAGE SYSTEM SHALL BE SIZED BASEDON A STORM OF 60 MINUTES DURATION AND 100 YEAR RETURN PERIOD PERUPC 1101.123.ALL ROOF MATERIALS SHALL COMPLY W/ THE STANDARDS AS SPECIFIED INTABLE 1507.10.2 OF THE 2015 IBC AND SHALL HAVE A FIRE CLASSIFICATION "X"PER TABLE 1505.1 OF THE 2015 IBC4.ALL ROOF DRAINS SHALL COMPLY WITH UPC 1101.2. ALL STORM DRAINS SHALLPROVIDE CLEAN OUTS IN CONFORMANCE WITH UPC 1101.3.X33333342444TYP.4TYP.TYP.14TYP.PARTIAL ROOF PLANA2.111/16"=1'-0"PARTIAL ROOF PLAN1A2.118'016'32'SCALE: 1/16" = 1'-0"
25'-0"25'-0"25'-0"30'-0"30'-0"25'-0"25'-0"25'-0"25'-0
"25'-0"25'-0
"30'-0
"30'-0
"25'-0
"
25'-0"25'-0"67891050'-0"50'-0"50'-0"50'-0"ABCDEFGH370'-0" OVERALL60'-0"50'-0"50'-0"50'-0"50'-0"60'-0"50'-0"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020KEY PLAN6A2.11A2.13A2.1210MATCH LINESEE SHEET A2.13MATCH LINESEE SHEET A2.111RIDGELINE
54TYP.3GENERAL NOTES:KEY NOTES:1.TPO ROOFING MEMBRANE, 60 MIL., COLOR: WHITE, TYP.2.48" X 96" SKYLIGHT, PROVIDE CRICKETS AS REQUIRED, TYP., SEE DETAIL15/A8.1.3.PARAPET WITH METAL COPING, PER EXTERIOR ELEVATIONS, SEE DETAIL13/A8.1.4.METAL COPING PER EXTERIOR ELEVATIONS, TYP.5.SCUPPER WITH DOWNSPOUT, TYP., SEE EXTERIOR ELEVATIONS6.48" X 48" ROOF ACCESS HATCH PER DETAIL 16/A8.17.PRE-PRIMED METAL CANOPY, SEE ELEVATIONS FOR PAINT COLOR.8.PRE-FINISHED METAL CANOPY, SEE EXTERIOR ELEVATIONS.9.PRE-PRIMED STEEL CANOPY WITH TIE RODS, PER STRUCTURAL. SEE EXTERIORELEVATIONS FOR PAINT COLOR.10.STEEL DECK PER STRUCTURAL, PAINT TO MATCH ADJACENT CANOPYSTRUCTURE. SLOPE AT 1/4" PER 1'-0" TOWARD GUTTER.11.PRE-PRIMED STEEL ACCENT CHANNEL TYP., PER STRUCTURAL. SEE EXTERIORELEVATIONS FOR PAINT COLOR.12.SURFACE MOUNTED LIGHT FIXTURE, PER ELECTRICAL DESIGN BUILD. CENTER INCANOPY.13.SHEET METAL GUTTER, PAINT TO MATCH ADJACENT CANOPY STRUCTURE. SLOPETOWARD DOWNSPOUT.14.TIGHTLINED ROOF DRAIN WITH OVERFLOW DRAIN, DAYLIGHT OVERFLOW 1'0"ABOVE FINISHED FLOOR. SEE EXTERIOR ELEVATIONS. SEE DETAIL 5/A8.2.15.METAL STANDING SEAM ROOF, ABOVE.1.NO CONDUIT ON ROOF2.ALL COMPONENTS FOR THE ROOF DRAINAGE SYSTEM SHALL BE SIZED BASEDON A STORM OF 60 MINUTES DURATION AND 100 YEAR RETURN PERIOD PERUPC 1101.123.ALL ROOF MATERIALS SHALL COMPLY W/ THE STANDARDS AS SPECIFIED INTABLE 1507.10.2 OF THE 2015 IBC AND SHALL HAVE A FIRE CLASSIFICATION "X"PER TABLE 1505.1 OF THE 2015 IBC4.ALL ROOF DRAINS SHALL COMPLY WITH UPC 1101.2. ALL STORM DRAINS SHALLPROVIDE CLEAN OUTS IN CONFORMANCE WITH UPC 1101.3.X33TYP.2TYP.14TYP.TYP.PARTIAL ROOF PLANA2.121/16"=1'-0"PARTIAL ROOF PLAN1A2.128'016'32'SCALE: 1/16" = 1'-0"
25'-0"25'-0"25'-0"25'-0"25'-0"30'-0"30'-0"25'-0"25'-0"25'-0"25'-0
"25'-0"25'-0
"30'-0
"30'-0
"25'-0"10111213141550'-0"50'-0"50'-0"50'-0"42'-6"ABCDEFGH370'-0" OVERALL60'-0"50'-0"50'-0"50'-0"50'-0"60'-0"50'-0"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020KEY PLAN6A2.11A2.13A2.1210MATCH LINESEE SHEET A2.121RIDGELINE
SLOPE MIN. 1/4" PER 12"SLOPE MIN. 1/4" PER 12"53A2.10GENERAL NOTES:KEY NOTES:1.TPO ROOFING MEMBRANE, 60 MIL., COLOR: WHITE, TYP.2.48" X 96" SKYLIGHT, PROVIDE CRICKETS AS REQUIRED, TYP., SEE DETAIL15/A8.1.3.PARAPET WITH METAL COPING, PER EXTERIOR ELEVATIONS, SEE DETAIL13/A8.1.4.METAL COPING PER EXTERIOR ELEVATIONS, TYP.5.SCUPPER WITH DOWNSPOUT, TYP., SEE EXTERIOR ELEVATIONS6.48" X 48" ROOF ACCESS HATCH PER DETAIL 16/A8.17.PRE-PRIMED METAL CANOPY, SEE ELEVATIONS FOR PAINT COLOR.8.PRE-FINISHED METAL CANOPY, SEE EXTERIOR ELEVATIONS.9.PRE-PRIMED STEEL CANOPY WITH TIE RODS, PER STRUCTURAL. SEE EXTERIORELEVATIONS FOR PAINT COLOR.10.STEEL DECK PER STRUCTURAL, PAINT TO MATCH ADJACENT CANOPYSTRUCTURE. SLOPE AT 1/4" PER 1'-0" TOWARD GUTTER.11.PRE-PRIMED STEEL ACCENT CHANNEL TYP., PER STRUCTURAL. SEE EXTERIORELEVATIONS FOR PAINT COLOR.12.SURFACE MOUNTED LIGHT FIXTURE, PER ELECTRICAL DESIGN BUILD. CENTER INCANOPY.13.SHEET METAL GUTTER, PAINT TO MATCH ADJACENT CANOPY STRUCTURE. SLOPETOWARD DOWNSPOUT.14.TIGHTLINED ROOF DRAIN WITH OVERFLOW DRAIN, DAYLIGHT OVERFLOW 1'0"ABOVE FINISHED FLOOR. SEE EXTERIOR ELEVATIONS. SEE DETAIL 5/A8.2.15.METAL STANDING SEAM ROOF, ABOVE.1.NO CONDUIT ON ROOF2.ALL COMPONENTS FOR THE ROOF DRAINAGE SYSTEM SHALL BE SIZED BASEDON A STORM OF 60 MINUTES DURATION AND 100 YEAR RETURN PERIOD PERUPC 1101.123.ALL ROOF MATERIALS SHALL COMPLY W/ THE STANDARDS AS SPECIFIED INTABLE 1507.10.2 OF THE 2015 IBC AND SHALL HAVE A FIRE CLASSIFICATION "X"PER TABLE 1505.1 OF THE 2015 IBC4.ALL ROOF DRAINS SHALL COMPLY WITH UPC 1101.2. ALL STORM DRAINS SHALLPROVIDE CLEAN OUTS IN CONFORMANCE WITH UPC 1101.3.X343333334TYP.4TYP.TYP.14TYP.2TYP.4PARTIAL ROOF PLANA2.131/16"=1'-0"PARTIAL ROOF PLAN1A2.138'016'32'SCALE: 1/16" = 1'-0"
ABCDEFGH370'-0"50'-0"50'-0"60'-0"50'-0"50'-0"50'-0"60'-0"4'-0"4'-0"2'-6"EQ.EQ.EQ.EQ.2'-6"EQ.2'-6"EQ.2'-6"EQ.EQ.4'-0"2'-0"2'-6"EQ.EQ.EQ.EQ.3'-0"EQ.2'-6"EQ.2'-6 1/4"EQ.EQ.2'-6"EQ.EQ.4'-0"EQ.EQ.2'-6"AB50'-0"ABCDEFGH370'-0"50'-0"50'-0"60'-0"50'-0"50'-0"50'-0"60'-0"2'-6"EQ.EQ.4'-0"EQ.EQ.2'-6"4'-0"4'-0"2'-6"EQ.EQ.EQ.EQ.2'-6"EQ.2'-6"EQ.2'-6"EQ.EQ.4'-0"4'-0"2'-6"EQ.EQ.EQ.EQ.2'-6"EQ.2'-6"EQ.2'-6"EQ.EQ.1/16" = 1'-0"NORTH ELEVATION1Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:KEY NOTES:1.IG INDICATES INSULATED GLAZING, TYP.2.TG INDICATES TEMPERED GLAZING, TYP.3.TIG INDICATES TEMPERED, INSULATED GLAZING, TYP.4.ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX.U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCYLICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.5.PJ = PANEL JOINT6.PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT ANDARCHITECT PRIOR TO INSTALL7.ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR, U.N.O.8.CHANGE IN PAINT COLOR OCCURS AT BACK OF REVEAL, TYP. U.N.O.PAINT LEGEND:1.TILT UP CONCRETE PANEL (PAINT FINISH), TYP.2.PANEL REVEAL, TYP. SEE DETAILS 3/A8.1 AND 4/A8.13.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HATCHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.4.ANODIZED ALUMINUM STOREFRONT SYSTEM, COLOR: TBD, TYP.5.ALUMINUM DOOR TO MATCH STOREFRONT SYSTEM, TYP. SEE DOORSCHEDULE6.HOLLOW METAL DOOR & FRAME, TYP., PAINT TO MATCH EXISTINGADJACENT WALLS7.LINE OF ROOF BEYOND8.EXTERIOR "WALL PACK" WALL MOUNTED LIGHT FIXTURE, TYP.9.EXTERIOR "SHOE BOX" WALL MOUNTED LIGHT FIXTURE, TYP.10.SURFACE MOUNTED EMERGENCY LIGHT FIXTURE AT EXIT DOOR, TYP.11.PRE-FINISHED METAL COPING, COLOR: TBD12.NOT USED13.PRE-FINISHED METAL CANOPY, COLOR: TBD14.NOT USED15.PRE-FINISHED CONTINUOUS METAL GUTTER: COLOR: TBD WITH PVCDOWNSPOUTS PAINTED PER LEGEND ALONG DOCK ELEVATION. TIGHT-LINE16.NOT USED17.PRE-FINISHED METAL SCUPPER: COLOR: TBD & PAINTED PVC DOWNSPOUTPER LEGEND, SEE DETAIL 11/A8.1, TYP. TIGHT-LINE DOWNSPOUT TO STORMLINE, REFER TO CIVIL DRAWINGS. PROVIDE DOWNSPOUT PROTECTORS ATTRUCK COURT LOCATIONS ONLY, SEE DETAIL 8/A8.118.NOT USED19.SECTIONAL OVERHEAD DRIVE-IN DOOR (INSULATED), PRE-FINISHED,COLOR: TBD, TYP.20.NOT USED21.SECTIONAL OVERHEAD DOCK HIGH DOOR (INSULATED) WITH BUMPERS ANDDOCK SEAL, PRE-FINISHED, COLOR: TBD, TYP.22.NOT USED23.PRE-FAB METAL STAIR AT TRUCK COURT, SEE SITE PLAN24.FOOTINGS PER STRUCTURAL25.FUTURE KNOCK-OUT, PER STRUCTURAL, TYP.26.XX" STEEL CHANNEL, PAINT PER LEGEND27.STEEL TRELLIS, PAINT PER LEGEND28.CONCRETE TILT UP RETAINING WALL, SEE SITE PLAN29.BUILDING ADDRESS: 24" HIGH X 14" THICK DIMENSIONAL NUMBERS. FONT:TREBUCHET MS BOLD, ITALIC. COLOR: TBD30.DAYLIGHT OVERFLOW DOWNSPOUT AT 1'-0" ABOVE FINISH FLOOR WITH"COW TONGUE" DOWNSPOUT NOZZLE.PAINT - PT2TBDPAINT - PT1TBDPAINT - PT3TBDXPAINT - PT4TBDDPJT.O. FINISHED FLOOR0'-0"T.O. PARAPET38'-0"PJHAABOPP.PJT.O. FINISHED FLOOR0'-0"T.O. WINDOW HEAD23'-0"T.O. PARAPET38'-0"18TYP.PJPJPJPJPJPJPJPJPJBOPP.AAOPP.HOPP.18TYP.T.O. FINISHED FLOOR0'-0"T.O. WINDOW HEAD23'-0"T.O. PARAPET38'-0"PJPJPJPJPJPJPJPJPJPJPJHA3.5111222444444441061061111116688899TIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIG3TYP.3TYP.448883030EXTERIOR ELEVATIONSA3.11/16"=1'-0"NORTH ELEVATION1A3.11/16"=1'-0"SOUTH ELEVATION2A3.11/16"=1'-0"SOUTH NODE ELEVATION3A3.1
1123465789101112131415685'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"42'-6"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"42'-6"1011121314156578910685'-0"11234515'-2"EQ.EQ.5'-0"EQ.EQ.15'-1"2'-6"EQ.EQ.15'-1 3/4"3'-9 1/2"EQ.EQ.13'-10 1/2"13'-10 1/2"EQ.EQ.3'-8 1/2"50'-0"50'-0"50'-0"50'-0"50'-0"2'-6"EQ.EQ.15'-1"4'-0"4'-0"3'-9 1/2"EQ.EQ.EQ.EQ.2'-6"EQ.3'-8 3/4"EQ.2'-6"EQ.EQ.50'-0"50'-0"50'-0"50'-0"42'-6"3'-9 1/2"EQ.EQ.4'-0"EQ.EQ.2'-6"2'-6"EQ.EQ.4'-0"EQ.EQ.3'-8 1/2"50'-0"50'-0"50'-0"42'-6"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:KEY NOTES:1.IG INDICATES INSULATED GLAZING, TYP.2.TG INDICATES TEMPERED GLAZING, TYP.3.TIG INDICATES TEMPERED, INSULATED GLAZING, TYP.4.ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX.U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCYLICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.5.PJ = PANEL JOINT6.PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT ANDARCHITECT PRIOR TO INSTALL7.ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR, U.N.O.8.CHANGE IN PAINT COLOR OCCURS AT BACK OF REVEAL, TYP. U.N.O.PAINT LEGEND:1.TILT UP CONCRETE PANEL (PAINT FINISH), TYP.2.PANEL REVEAL, TYP. SEE DETAILS 3/A8.1 AND 4/A8.13.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HATCHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.4.ANODIZED ALUMINUM STOREFRONT SYSTEM, COLOR: TBD, TYP.5.ALUMINUM DOOR TO MATCH STOREFRONT SYSTEM, TYP. SEE DOORSCHEDULE6.HOLLOW METAL DOOR & FRAME, TYP., PAINT TO MATCH EXISTINGADJACENT WALLS7.LINE OF ROOF BEYOND8.EXTERIOR "WALL PACK" WALL MOUNTED LIGHT FIXTURE, TYP.9.EXTERIOR "SHOE BOX" WALL MOUNTED LIGHT FIXTURE, TYP.10.SURFACE MOUNTED EMERGENCY LIGHT FIXTURE AT EXIT DOOR, TYP.11.PRE-FINISHED METAL COPING, COLOR: TBD12.NOT USED13.PRE-FINISHED METAL CANOPY, COLOR: TBD14.NOT USED15.PRE-FINISHED CONTINUOUS METAL GUTTER: COLOR: TBD WITH PVCDOWNSPOUTS PAINTED PER LEGEND ALONG DOCK ELEVATION. TIGHT-LINE16.NOT USED17.PRE-FINISHED METAL SCUPPER: COLOR: TBD & PAINTED PVC DOWNSPOUTPER LEGEND, SEE DETAIL 11/A8.1, TYP. TIGHT-LINE DOWNSPOUT TO STORMLINE, REFER TO CIVIL DRAWINGS. PROVIDE DOWNSPOUT PROTECTORS ATTRUCK COURT LOCATIONS ONLY, SEE DETAIL 8/A8.118.NOT USED19.SECTIONAL OVERHEAD DRIVE-IN DOOR (INSULATED), PRE-FINISHED,COLOR: TBD, TYP.20.NOT USED21.SECTIONAL OVERHEAD DOCK HIGH DOOR (INSULATED) WITH BUMPERS ANDDOCK SEAL, PRE-FINISHED, COLOR: TBD, TYP.22.NOT USED23.PRE-FAB METAL STAIR AT TRUCK COURT, SEE SITE PLAN24.FOOTINGS PER STRUCTURAL25.FUTURE KNOCK-OUT, PER STRUCTURAL, TYP.26.XX" STEEL CHANNEL, PAINT PER LEGEND27.STEEL TRELLIS, PAINT PER LEGEND28.CONCRETE TILT UP RETAINING WALL, SEE SITE PLAN29.BUILDING ADDRESS: 24" HIGH X 14" THICK DIMENSIONAL NUMBERS. FONT:TREBUCHET MS BOLD, ITALIC. COLOR: TBD30.DAYLIGHT OVERFLOW DOWNSPOUT AT 1'-0" ABOVE FINISH FLOOR WITH"COW TONGUE" DOWNSPOUT NOZZLE.PAINT - PT2TBDPAINT - PT1TBDPAINT - PT3TBDXPAINT - PT4TBDGACECAGOPP.OPP.OPP.PJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJT.O. FINISHED FLOOR0'-0"T.O. WINDOW HEAD23'-0"T.O. PARAPET38'-0"18TYP.MATCH LINEMATCH LINE
MATCH LINEMATCH LINE
PJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJ4A3.22A3.23A3.2GA3.51112224444444411111152588888899TIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIG3TYP.3TYP.3TYP.303030303030303030303030ENLARGED EXTERIORELEVATIONSA3.21/32"=1'-0"WEST ELEVATION1A3.21/16"=1'-0"PARTIAL WEST ELEVATION2A3.21/16"=1'-0"PARTIAL WEST ELEVATION3A3.21/16"=1'-0"PARTIAL WEST ELEVATION4A3.2TIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIG
1123465789101112131415685'-0"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"42'-6"50'-0"50'-0"50'-0"50'-0"50'-0"50'-0"42'-6"112346550'-0"50'-0"50'-0"50'-0"42'-6"67891011685'-0"50'-0"50'-0"50'-0"50'-0"50'-0"111213141550'-0"50'-0"50'-0"42'-6"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:KEY NOTES:1.IG INDICATES INSULATED GLAZING, TYP.2.TG INDICATES TEMPERED GLAZING, TYP.3.TIG INDICATES TEMPERED, INSULATED GLAZING, TYP.4.ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX.U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCYLICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.5.PJ = PANEL JOINT6.PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT ANDARCHITECT PRIOR TO INSTALL7.ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR, U.N.O.8.CHANGE IN PAINT COLOR OCCURS AT BACK OF REVEAL, TYP. U.N.O.PAINT LEGEND:1.TILT UP CONCRETE PANEL (PAINT FINISH), TYP.2.PANEL REVEAL, TYP. SEE DETAILS 3/A8.1 AND 4/A8.13.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HATCHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.4.ANODIZED ALUMINUM STOREFRONT SYSTEM, COLOR: TBD, TYP.5.ALUMINUM DOOR TO MATCH STOREFRONT SYSTEM, TYP. SEE DOORSCHEDULE6.HOLLOW METAL DOOR & FRAME, TYP., PAINT TO MATCH EXISTINGADJACENT WALLS7.LINE OF ROOF BEYOND8.EXTERIOR "WALL PACK" WALL MOUNTED LIGHT FIXTURE, TYP.9.EXTERIOR "SHOE BOX" WALL MOUNTED LIGHT FIXTURE, TYP.10.SURFACE MOUNTED EMERGENCY LIGHT FIXTURE AT EXIT DOOR, TYP.11.PRE-FINISHED METAL COPING, COLOR: TBD12.NOT USED13.PRE-FINISHED METAL CANOPY, COLOR: TBD14.NOT USED15.PRE-FINISHED CONTINUOUS METAL GUTTER: COLOR: TBD WITH PVCDOWNSPOUTS PAINTED PER LEGEND ALONG DOCK ELEVATION. TIGHT-LINE16.NOT USED17.PRE-FINISHED METAL SCUPPER: COLOR: TBD & PAINTED PVC DOWNSPOUTPER LEGEND, SEE DETAIL 11/A8.1, TYP. TIGHT-LINE DOWNSPOUT TO STORMLINE, REFER TO CIVIL DRAWINGS. PROVIDE DOWNSPOUT PROTECTORS ATTRUCK COURT LOCATIONS ONLY, SEE DETAIL 8/A8.118.NOT USED19.SECTIONAL OVERHEAD DRIVE-IN DOOR (INSULATED), PRE-FINISHED,COLOR: TBD, TYP.20.NOT USED21.SECTIONAL OVERHEAD DOCK HIGH DOOR (INSULATED) WITH BUMPERS ANDDOCK SEAL, PRE-FINISHED, COLOR: TBD, TYP.22.NOT USED23.PRE-FAB METAL STAIR AT TRUCK COURT, SEE SITE PLAN24.FOOTINGS PER STRUCTURAL25.FUTURE KNOCK-OUT, PER STRUCTURAL, TYP.26.XX" STEEL CHANNEL, PAINT PER LEGEND27.STEEL TRELLIS, PAINT PER LEGEND28.CONCRETE TILT UP RETAINING WALL, SEE SITE PLAN29.BUILDING ADDRESS: 24" HIGH X 14" THICK DIMENSIONAL NUMBERS. FONT:TREBUCHET MS BOLD, ITALIC. COLOR: TBD30.DAYLIGHT OVERFLOW DOWNSPOUT AT 1'-0" ABOVE FINISH FLOOR WITH"COW TONGUE" DOWNSPOUT NOZZLE.PAINT - PT2TBDPAINT - PT1TBDPAINT - PT3TBDXPAINT - PT4TBDFJKLMJKLMJKLNOPMLOPP.OPP.JKMOPP.OPP.OPP.NOPFOPP.PJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJT.O. FINISHED FLOOR0'-0"T.O. PARAPET38'-0"T.O. PARAPET32'-0"TRUCK COURT-4'-0"MATCH LINEMATCH LINE
MATCH LINEMATCH LINE
PJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJPJ4A3.33A3.32A3.3111122210610610619192121212232323111111888888881717173ENLARGED EXTERIORELEVATIONSA3.31/32"=1'-0"EAST ELEVATION1A3.31/16"=1'-0"PARTIAL EAST ELEVATION2A3.31/16"=1'-0"PARTIAL EAST ELEVATION3A3.31/16"=1'-0"PARTIAL EAST ELEVATION4A3.3
45°60°45°95°45°46°46°2'-5 1/2"8'-7 1/2"10'-4 1/2"5'-1 1/2"14'-1"2'-11"13'-0"8'-0"1'-0"21'-0"30'-0"
9'-0"
22'-0"
15'-0"4'-10 1/2"17'-10 1/2"35'-1"33'-0"105°45°35'-1 1/2"22'-11"1'-1"49°46°32'-5 1/2"
26'-11 1/2"84°92°90°95°120°55°45°6
0
°35°8'-3 1/2"TYP.18'-8"TYP.50°50°
16'-0"
TYP.
7'-0"
TYP.
13'-0"
TYP.
120
°13'-0"TYP.18'-7"
TYP.
11'-0"
TYP.
16'-0"
TYP.
8'-0"
TYP.120°6
0
°95°34'-4 1/2"
TYP.
34'-9 1/2"
TYP.60°130°128
°
121
°50°120
°50°7'-8"TYP.10'-2 1/2"TYP.15'-3"TYP.13'-0"
TYP.
7'-0"
TYP.
16'-0"
TYP.
9'-0"
TYP.
15'-0"
TYP.3'-0"
9'-0"
TYP.
18'-0"
TYP.115°110°100°49°49°29'-3 1/2"
TYP.
23'-11 7/8"
TYP.
11'-6 1/2"
TYP.45°45°46°116°45°48°45°95°44°46°46°8'-4 1/2"3'-0"16'-10"10'-4 1/2"5'-1 1/2"5'-10 1/2"11'-0"20'-3"7'-10"30'-0"4 1/2"15'-1"10'-2"
22'-0"105°95°90°84°92°50°16'-10 1/2"21'-0"35'-1"33'-0"35'-1 1/2"22'-11"2'-3 1/2"45°32'-5 1/2"
26'-11 1/2"45°95°46°45°45°50°120°135°135°45°46°10'-4 1/2"6'-11 1/2"3'-0"22'-0"15'-1"10'-3"
7'-8 1/2"20'-3 1/2"
10'-0"11'-0"10'-7 1/2"4 1/2"11'-0"8'-5 1/2"8'-1 1/2"92°84°44°50°105°95°90°46°26'-11 1/2"32'-5 1/2"35'-1 1/2"28'-6"1'-5 1/2"30'-0"33'-0"
35'-1 1/2"
16'-10 1/2"5'-10 1/2"95°130°
6
0
°45°45°45°46°46°44°8'-1 1/2"3'-0"14'-1"9'-0"15'-0"9'-4"33'-0"
21'-0"6'-0"1'-0"4'-10 1/2"13'-0"8'-0"1'-6"35'-1 1/2"
28'-10 1/2"45°105°6
0
°95°35'-1"
17'-10 1/2"90°Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:1.IG INDICATES INSULATED GLAZING, TYP.2.TG INDICATES TEMPERED GLAZING, TYP.3.TIG INDICATES TEMPERED, INSULATED GLAZING, TYP.4.ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX.U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCYLICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.5.PJ = PANEL JOINT6.PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT ANDARCHITECT PRIOR TO INSTALL7.ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR, U.N.O.8.CHANGE IN PAINT COLOR OCCURS AT BACK OF REVEAL, TYP. U.N.O.APANELBPANELCPANELEPANELDPANELFPANELPJPJPJPJ FLOOR LINE+/-0'-0" FLOOR LINE+/-0'-0" FLOOR LINE+/-0'-0"KEY NOTES:1.TILT UP CONCRETE PANEL (PAINT FINISH), TYP.2.PANEL REVEAL, TYP. SEE DETAILS 3/A8.1 AND 4/A8.13.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HATCHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.4.ANODIZED ALUMINUM STOREFRONT SYSTEM, COLOR: TBD, TYP.5.ALUMINUM DOOR TO MATCH STOREFRONT SYSTEM, TYP. SEE DOORSCHEDULE6.HOLLOW METAL DOOR & FRAME, TYP., PAINT TO MATCH EXISTINGADJACENT WALLS7.LINE OF ROOF BEYOND8.EXTERIOR "WALL PACK" WALL MOUNTED LIGHT FIXTURE, TYP.9.EXTERIOR "SHOE BOX" WALL MOUNTED LIGHT FIXTURE, TYP.10.SURFACE MOUNTED EMERGENCY LIGHT FIXTURE AT EXIT DOOR, TYP.11.PRE-FINISHED METAL COPING, COLOR: TBD12.NOT USED13.PRE-FINISHED METAL CANOPY, COLOR: TBD14.NOT USED15.PRE-FINISHED CONTINUOUS METAL GUTTER: COLOR: TBD WITH PVCDOWNSPOUTS PAINTED PER LEGEND ALONG DOCK ELEVATION. TIGHT-LINE16.NOT USED17.PRE-FINISHED METAL SCUPPER: COLOR: TBD & PAINTED PVC DOWNSPOUTPER LEGEND, SEE DETAIL 11/A8.1, TYP. TIGHT-LINE DOWNSPOUT TO STORMLINE, REFER TO CIVIL DRAWINGS. PROVIDE DOWNSPOUT PROTECTORS ATTRUCK COURT LOCATIONS ONLY, SEE DETAIL 8/A8.118.NOT USED19.SECTIONAL OVERHEAD DRIVE-IN DOOR (INSULATED), PRE-FINISHED,COLOR: TBD, TYP.20.NOT USED21.SECTIONAL OVERHEAD DOCK HIGH DOOR (INSULATED) WITH BUMPERS ANDDOCK SEAL, PRE-FINISHED, COLOR: TBD, TYP.22.NOT USED23.PRE-FAB METAL STAIR AT TRUCK COURT, SEE SITE PLAN24.FOOTINGS PER STRUCTURAL25.FUTURE KNOCK-OUT, PER STRUCTURAL, TYP.26.XX" STEEL CHANNEL, PAINT PER LEGEND27.STEEL TRELLIS, PAINT PER LEGEND28.CONCRETE TILT UP RETAINING WALL, SEE SITE PLAN29.BUILDING ADDRESS: 24" HIGH X 14" THICK DIMENSIONAL NUMBERS. FONT:TREBUCHET MS BOLD, ITALIC. COLOR: TBD30.DAYLIGHT OVERFLOW DOWNSPOUT AT 1'-0" ABOVE FINISH FLOOR WITH"COW TONGUE" DOWNSPOUT NOZZLE.XPJPJPJPJPJPJPJPJPJPJPJENLARGED EXTERIORELEVATIONSA3.41/8"=1'-0"PANEL ELEVATIONS1A3.4
60°45°60°35°55°50°50°60°50°6
0
°
22'-0"5'-0"9'-4"17'-11 1/2"9'-4 1/2"16'-0"7'-0"
27'-0"
8'-0"16'-0"35'-4"33'-4 1/2"36'-0"32'-5"95°120°111°60°130°120°35°55°45°120°45°50°50°110°60°9'-5"11'-0 1/2"9'-4"27'-2 1/2"
32'-3"
36'-0"
33'-4 1/2"
22'-0"
27'-0"
35'-4"
16'-0"
16'-0"8'-0"120°95°50°6
0
°
21'-0"50°57°120°60°21'-0"3'-1 1/2"12'-9 1/2"11'-0"
14'-0"
27'-4 1/2"
21'-10"1'-11"108°3'-3 1/2"57°120°92°45°60°57°
6
0
°15'-6 1/2"5'-1 1/2"18'-0"9'-0"5'-3"11'-0"14'-0"110°29'-6"
28'-4 1/2"100°80°65°50°7'-9"18'-0"9'-0"
20'-0"3'-0"
26'-6"110°50°50°18'-4"20'-0"3'-0"21'-0"80°28'-7"57°60°120°12'-10"9'-0 1/2"14'-0"11'-0"23'-9"27'-2 1/2"9'-6 1/2"21'-0"21'-10"18'-0"9'-0"130°130°67°78°18'-0"9'-0"3'-0"20'-0"17'-3"26'-6"100°130°130°3'-0"20'-0"130°50°110°50°50°6'-8"28'-7"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GPANELHPANELJPANELKPANELLPANELMPANELNPANELOPANELPPANELPJPJPJPJPJ FLOOR LINE+/-0'-0" FLOOR LINE+/-0'-0" FLOOR LINE+/-0'-0"GENERAL NOTES:1.IG INDICATES INSULATED GLAZING, TYP.2.TG INDICATES TEMPERED GLAZING, TYP.3.TIG INDICATES TEMPERED, INSULATED GLAZING, TYP.4.ALL FIXED INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX.U-FACTOR OF & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT AGENCYLICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.5.PJ = PANEL JOINT6.PROVIDE AND COORDINATE "KNOXBOX: LOCATION WITH FIRE DEPARTMENT ANDARCHITECT PRIOR TO INSTALL7.ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR, U.N.O.8.CHANGE IN PAINT COLOR OCCURS AT BACK OF REVEAL, TYP. U.N.O.KEY NOTES:1.TILT UP CONCRETE PANEL (PAINT FINISH), TYP.2.PANEL REVEAL, TYP. SEE DETAILS 3/A8.1 AND 4/A8.13.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HATCHANNEL APPLIED TO CONCRETE PANEL; COLOR MIX TBD.4.ANODIZED ALUMINUM STOREFRONT SYSTEM, COLOR: TBD, TYP.5.ALUMINUM DOOR TO MATCH STOREFRONT SYSTEM, TYP. SEE DOORSCHEDULE6.HOLLOW METAL DOOR & FRAME, TYP., PAINT TO MATCH EXISTINGADJACENT WALLS7.LINE OF ROOF BEYOND8.EXTERIOR "WALL PACK" WALL MOUNTED LIGHT FIXTURE, TYP.9.EXTERIOR "SHOE BOX" WALL MOUNTED LIGHT FIXTURE, TYP.10.SURFACE MOUNTED EMERGENCY LIGHT FIXTURE AT EXIT DOOR, TYP.11.PRE-FINISHED METAL COPING, COLOR: TBD12.NOT USED13.PRE-FINISHED METAL CANOPY, COLOR: TBD14.NOT USED15.PRE-FINISHED CONTINUOUS METAL GUTTER: COLOR: TBD WITH PVCDOWNSPOUTS PAINTED PER LEGEND ALONG DOCK ELEVATION. TIGHT-LINE16.NOT USED17.PRE-FINISHED METAL SCUPPER: COLOR: TBD & PAINTED PVC DOWNSPOUTPER LEGEND, SEE DETAIL 11/A8.1, TYP. TIGHT-LINE DOWNSPOUT TO STORMLINE, REFER TO CIVIL DRAWINGS. PROVIDE DOWNSPOUT PROTECTORS ATTRUCK COURT LOCATIONS ONLY, SEE DETAIL 8/A8.118.NOT USED19.SECTIONAL OVERHEAD DRIVE-IN DOOR (INSULATED), PRE-FINISHED,COLOR: TBD, TYP.20.NOT USED21.SECTIONAL OVERHEAD DOCK HIGH DOOR (INSULATED) WITH BUMPERS ANDDOCK SEAL, PRE-FINISHED, COLOR: TBD, TYP.22.NOT USED23.PRE-FAB METAL STAIR AT TRUCK COURT, SEE SITE PLAN24.FOOTINGS PER STRUCTURAL25.FUTURE KNOCK-OUT, PER STRUCTURAL, TYP.26.XX" STEEL CHANNEL, PAINT PER LEGEND27.STEEL TRELLIS, PAINT PER LEGEND28.CONCRETE TILT UP RETAINING WALL, SEE SITE PLAN29.BUILDING ADDRESS: 24" HIGH X 14" THICK DIMENSIONAL NUMBERS. FONT:TREBUCHET MS BOLD, ITALIC. COLOR: TBD30.DAYLIGHT OVERFLOW DOWNSPOUT AT 1'-0" ABOVE FINISH FLOOR WITH"COW TONGUE" DOWNSPOUT NOZZLE.XPJPJPJPJPJPJPJ30302A8.31A8.3ENLARGED EXTERIORELEVATIONSA3.51/8"=1'-0"PANEL ELEVATIONS1A3.5
H35'-0"4'-0"4'-0"1'-0"122'-0"PROPERTY LINE
5'-6"PROPERTY GROUND LEVEL408'-0"15PROPERTY LINE
5'-6"BUILDING GROUND LEVEL401'-3"4'-0"1'-0"RTU4'-0"20'-0"62'-0"LINE OF SIGHT FROM PROPERTY LINELINE OF SIGHT FROM PROPERTY LINERTUPARKING & SIDEWALKDRIVE AISLEUTILITIESLANDSCAPESIDEWALKPRIVATE STREET23'-0"SIDEWALKBUILDING GROUND LEVEL401'-3"SIDEWALKLANDSCAPEPROPERTY GROUND LEVEL405'-3"PARKING STALLS5'-6"
SIDEWALK STREET LEVELLINE OF SIGHT FROM STREET SIDEWALKLANDSCAPEDRIVE AISLENelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/20201/8"=1'-0"SOUTH ENTRY SECTION1A4.011/8"=1'-0"SOUTHWEST ENTRY SECTION2A4.01LINE OF SIGHTSECTIONSA4.01
HEQ.
6'-0" R.O.
EQ.EQ.
9'-0" R.O.
2'-0"7'-0"6"EQ.
7'-0" R.O.9'-0"15EQ.
6'-0" R.O.
EQ.EQ.
9'-0" R.O.
3'-0"3'-0"6"EQ.
7'-0" R.O.
6"13°H8'-0"6'-0" R.O.6'-0" R.O.3'-0"4'-0"9A8.1Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:KEY NOTES:1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALL CONFORM TOIBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURAL DRAWINGS.2.CONCRETE FOOTING PER STRUCTURAL.3.CONCRETE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT LANDINGS.4.CONCRETE SLAB PER STRUCTURAL.5.CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIOR ELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, AT PARAPETS PERMANUFACTURERS RECOMMENDATIONS, WHERE PARAPET EXCEEDS RECOMMENDED HEIGHT,INSTALL TERMINATION BAR AS REQUIRED.7.REVEAL, TYP. SEE DETAIL 3/A8.18.2X WOOD NAILER, PER STRUCTURAL.9.ALUMINUM STOREFRONT SYSTEM - SEE EXTERIOR ELEVATIONS.10.STEEL JOIST PER STRUCTURAL.11.METAL COPING, PER EXTERIOR ELEVATIONS.12.WOOD DECK, PER STRUCTURAL.13.RIGID INSULATION, PER COVERSHEET.14.TPO ROOFING SYSTEM, PER ROOF PLAN.15.VAPOR BARRIER WITH 4" SAND AT FUTURE OFFICE AREAS ONLY, AS NOTED ON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 9/A8.118.STEEL CANOPY, PER STRUCTURAL. PAINT PER EXTERIOR ELEVATIONS.19.CONCRETE TRUCK COURT.20.CONCRETE PAD PER STRUCTURAL.21.HIGH POINT OF TPO ROOF BEYOND.22.SECTIONAL INSULATED O/H DOOR23.DOCK BUMPER24.3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF.25.STEEL ANGLE TO 4'-0'' AFF, SEE STRUCTURAL.26.HM FRAME AND DOOR, PAINT PER ELEVATIONS.27.2X WOOD PURLIN, PER STRUCTURAL28.STEEL TRELLIS PER STRUCTURAL. SEE EXTERIOR ELEVATIONS AND ROOF PLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HAT CHANNELAPPLIED TO CONCRETE PANEL; COLOR MIX TBD.32.3/4" IN SET PER ELEVATION33.STANDING SEAM ROOF OVER METAL DECK WITH STEEL CHANNEL GUTTER34.CONCRETE BASE PER STRUCTURAL, TYP.X10101016161655528432443229929281111111515152821111213271421612132714211213271421181813A8.113A8.113A8.18A8.22A8.23A8.21A8.27A8.233SLOPE 1/4":1'TYP.13'-0"23'-0"T.O. BEAM25'-7"T.O. BEAM23'-1"1/2"=1'-0"WALL SECTION AT SW ENTRY (NW OPP SIM)1A4.11/2"=1'-0"WALL SECTION AT SW ENTRY (NW OPP SIM)2A4.1WALL SECTIONSA4.11/2"=1'-0"WALL SECTION AT WINDOWS3A4.1343499
HH4'-0"3'-0" R.O.6'-0"3'-0"4'-0"H6'-0"3'-0"5'-7 1/2"8'-0"6'-0"H17'-1"VARIES PER ELEVATION PANEL3'-0"8'-6"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:KEY NOTES:1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALL CONFORM TOIBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURAL DRAWINGS.2.CONCRETE FOOTING PER STRUCTURAL.3.CONCRETE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT LANDINGS.4.CONCRETE SLAB PER STRUCTURAL.5.CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIOR ELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, AT PARAPETS PERMANUFACTURERS RECOMMENDATIONS, WHERE PARAPET EXCEEDS RECOMMENDED HEIGHT,INSTALL TERMINATION BAR AS REQUIRED.7.REVEAL, TYP. SEE DETAIL 3/A8.18.2X WOOD NAILER, PER STRUCTURAL.9.ALUMINUM STOREFRONT SYSTEM - SEE EXTERIOR ELEVATIONS.10.STEEL JOIST PER STRUCTURAL.11.METAL COPING, PER EXTERIOR ELEVATIONS.12.WOOD DECK, PER STRUCTURAL.13.RIGID INSULATION, PER COVERSHEET.14.TPO ROOFING SYSTEM, PER ROOF PLAN.15.VAPOR BARRIER WITH 4" SAND AT FUTURE OFFICE AREAS ONLY, AS NOTED ON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 9/A8.118.STEEL CANOPY, PER STRUCTURAL. PAINT PER EXTERIOR ELEVATIONS.19.CONCRETE TRUCK COURT.20.CONCRETE PAD PER STRUCTURAL.21.HIGH POINT OF TPO ROOF BEYOND.22.SECTIONAL INSULATED O/H DOOR23.DOCK BUMPER24.3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF.25.STEEL ANGLE TO 4'-0'' AFF, SEE STRUCTURAL.26.HM FRAME AND DOOR, PAINT PER ELEVATIONS.27.2X WOOD PURLIN, PER STRUCTURAL28.STEEL TRELLIS PER STRUCTURAL. SEE EXTERIOR ELEVATIONS AND ROOF PLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HAT CHANNELAPPLIED TO CONCRETE PANEL; COLOR MIX TBD.32.3/4" IN SET PER ELEVATION33.STANDING SEAM ROOF OVER METAL DECK WITH STEEL CHANNEL GUTTER34.CONCRETE BASE PER STRUCTURAL, TYP.X101010554442221111151511112132714211213271421121327142173132323210511121327142171613A8.113A8.113A8.112A8.1WALL SECTIONSA4.21/2"=1'-0"WALL SECTION AT WOOD CLADDING1A4.21/2"=1'-0"WALL SECTION AT TYP.3A4.21/2"=1'-0"WALL SECTION AT TYP.4A4.21/2"=1'-0"WALL SECTION AT CLERESTORY2A4.2
14'-0"R.O.11'-6 1/2"B10'-0"R.O.12'-0"B2'-0"4'-0"2'-0"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020GENERAL NOTES:KEY NOTES:1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALL CONFORM TOIBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURAL DRAWINGS.2.CONCRETE FOOTING PER STRUCTURAL.3.CONCRETE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT LANDINGS.4.CONCRETE SLAB PER STRUCTURAL.5.CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIOR ELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, AT PARAPETS PERMANUFACTURERS RECOMMENDATIONS, WHERE PARAPET EXCEEDS RECOMMENDED HEIGHT,INSTALL TERMINATION BAR AS REQUIRED.7.REVEAL, TYP. SEE DETAIL 3/A8.18.2X WOOD NAILER, PER STRUCTURAL.9.ALUMINUM STOREFRONT SYSTEM - SEE EXTERIOR ELEVATIONS.10.STEEL JOIST PER STRUCTURAL.11.METAL COPING, PER EXTERIOR ELEVATIONS.12.WOOD DECK, PER STRUCTURAL.13.RIGID INSULATION, PER COVERSHEET.14.TPO ROOFING SYSTEM, PER ROOF PLAN.15.VAPOR BARRIER WITH 4" SAND AT FUTURE OFFICE AREAS ONLY, AS NOTED ON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 9/A8.118.STEEL CANOPY, PER STRUCTURAL. PAINT PER EXTERIOR ELEVATIONS.19.CONCRETE TRUCK COURT.20.CONCRETE PAD PER STRUCTURAL.21.HIGH POINT OF TPO ROOF BEYOND.22.SECTIONAL INSULATED O/H DOOR23.DOCK BUMPER24.3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF.25.STEEL ANGLE TO 4'-0'' AFF, SEE STRUCTURAL.26.HM FRAME AND DOOR, PAINT PER ELEVATIONS.27.2X WOOD PURLIN, PER STRUCTURAL28.STEEL TRELLIS PER STRUCTURAL. SEE EXTERIOR ELEVATIONS AND ROOF PLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HAT CHANNELAPPLIED TO CONCRETE PANEL; COLOR MIX TBD.32.3/4" IN SET PER ELEVATION33.STANDING SEAM ROOF OVER METAL DECK WITH STEEL CHANNEL GUTTER34.CONCRETE BASE PER STRUCTURAL, TYP.X10121327142110121327142142142172425222425225516162012A8.112A8.1WALL SECTIONSA4.31/2"=1'-0"WALL SECTION AT OVERHEAD DOOR1A4.31/2"=1'-0"WALL SECTION AT DOCK DOOR2A4.323234A6.21A6.2
MTL STUD RUNNER ATTACHED TO CONC. SLAB W/ 5/32"DIA. LOW-VELOCITY POWER-DRIVEN FASTENER W/ 11/4" PENETRATION MIN. PER STUD MANUFACTURER'SRECOMMENDATIONS.PAINTED 5/8" GWB, OVER 8" x 1-5/8", 18 GA. MTL.STUDS @ 24" O.C. MAX DEFLECTION (L/240) TO MEETSSMA INTERIOR NON-STRUCTURAL COMPOSITE TABLECOMPENSATION CHANNEL @ ROOF DECK1/2 MIN. GAP±34'-0"FULL HEIGHT PARTITION1MTL STUD RUNNER ATTACHED TO CONC. SLAB W/5/32" DIA. LOW-VELOCITY POWER-DRIVENFASTENER W/ 1 1/4" PENETRATION MIN. PERSTUD MANUFACTURER'S RECOMMENDATIONS.PAINTED 5/8" GWB, OVER 6" MTL. STUDS @ 24"O.C. MAX DEFLECTION (1/240) BRACED @ 11'-7"AFF PER STEEL STUD MANUFACTURERSASSOCIATIONS (SSMA)15'-0"FIRE-RATED 3/4" PLYWOOD DECKING O/ 6" 16 GA. MTL.STUDS @ 16" O.C. MAX DEFLECTION (L/240)PAINTED 5/8" TYPE "X" GWB CEILING,MAINTAIN 1HR. FIRE RATING AT PUMP RM.-CEILING PER GA FILE NUMBER 4503-WALL PER GA FILE NUMBER 1072WALL/CEILING PARTITION21 HR RATED PARTITION31/2 MIN. GAPPAINTED 5/8" TYPE "X" GWB CEILING, MAINTAIN1HR. FIRE RATING AT PUMP ROOMPAINTED 5/8" GWB, OVER 8" x 1-5/8", 18 GA. MTL. STUDS @24" O.C. MAX DEFLECTION (L/240) TO MEET SSMA INTERIORNON-STRUCTURAL COMPOSITE TABLECOMPENSATION CHANNEL @ ROOF DECKFIRE-RATED 3/4" PLYWOOD DECKING O/ 6" 16 GA. MTL.STUDS @ 16" O.C. MAX DEFLECTION (L/240)MTL STUD RUNNER ATTACHED TO CONCRETE SLAB W/ 5/32"DIA. LOW-VELOCITY POWER-DRIVEN FASTENER W/ 1 1/4"PENETRATION MIN. PER STUD MANUFACTURER'SRECOMMENDATIONS W/ FIRESAFING.-CEILING PER GA FILE NUMBER 4503-WALL PER GA FILE NUMBER 10723'-6"GUARDRAIL1.ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404/AN-2.2.AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLEDURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING ISOCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1010.1.9.3 LOCKS & LATCHES.3.EXTERIOR DOORS TO BE STEEL, 18 GAUGE, FULL FLUSH WITH FULL BODY POLYSTYRENE CORE, BAKED ON PRIMER. EXTERIOR DOOR FRAMES TO BESTEEL, 16 GAUGE WITH 2” FACES AND 5/8” STOPS FORMED INTERNAL CORNERS MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, U.N.O..4.ALL STOREFRONT ENTRY DOORS SHALL BE CERTIFIED & LABELED WITH ITS MAX. U-FACTOR & SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENTAGENCY LICENSED BY THE NFRC, IN COMPLIANCE WITH THE VALUES LISTED ON SHEET CS.5.DOORS OPENING INTO SEMI-HEATED SPACE, UNCONDITIONED SPACE OR TO THE EXTERIOR TO COMPLY WITH VALUES LISTED ON SHEET CS.REMARKSINSULDOOR SCHEDULENO.TYPEOPENINGSW x HTHKMATLGLFINTYPEHDWFINFRAMESMATLSILLDETAILSHDJAMB1PER SCHEDULEPER SCHEDULE FRAME TYPESDOOR TYPESDOOR HARDWARE NOTESDOOR SCHEDULE NOTESTYPE A: EXTERIOR PUSH/PULL BARS, CLOSER, DEAD BOLT WITH ADA LEVER AND BUILDING SIGNAGE 'THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS', WEATHER STRIPPING, & DROP SEALTYPE B: SECTIONAL OVERHEAD DOOR HARDWARE, LATCH ABOVE TRACK GUARDTYPE C: STOREROOM LOCKSET, CLOSER, WEATHER STRIPPING, DROP SEAL, LATCH GUARD & DRIP103104-109110F (FLUSH)PER DOOR SCHEDULEPER DOOR SCHEDULE PER DOOR SCHEDULEFG (FULL GLASS)PER DOOR SCHEDULE4"10"4"4"TIGSSECTIONALPER DOOR SCHEDULEPER DOOR SCHEDULE 2PER SCHEDULEPER SCHEDULE
100-102Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020111-115116117-122123124-129130131-136137138-142143144-149150151-156157158-159200-201ALUMTIGCLEAR ANOD.-CLEAR ANOD.YPAIR 3'-0" X 7'-0"FG1 3/4"29/A6.28/A6.210/A6.2AALUMTIGCLEAR ANOD.-CLEAR ANOD.YPAIR 3'-0" X 7'-0"FG1 3/4"29/A6.28/A6.210/A6.2AYPAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMFFYPAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMFFYPAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMFFYPAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMFFYPAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMFFYPAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMFFYPAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMFFYPAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMFFYPAINTF--16/A6.25/A6.27/A6.21 3/4"3'-0" X 7'-0"HMCHMFFYS---B-12'-0" X 14'-0"3/A6.22/A6.24/A6.2PRE-FINISHED--YS---B-12'-0" X 14'-0"3/A6.22/A6.24/A6.2PRE-FINISHED--1/A6.2YS9'-0" X 10'-0"---B-PRE-FINISHED--3/A6.24/A6.21/A6.2YS9'-0" X 10'-0"---B-PRE-FINISHED--3/A6.24/A6.21/A6.2YS9'-0" X 10'-0"---B-PRE-FINISHED--3/A6.24/A6.21/A6.2YS9'-0" X 10'-0"---B-PRE-FINISHED--3/A6.24/A6.21/A6.2YS9'-0" X 10'-0"---B-PRE-FINISHED--3/A6.24/A6.21/A6.2YS9'-0" X 10'-0"---B-PRE-FINISHED--3/A6.24/A6.2YPAINTF--26/A6.25/A6.27/A6.21 3/4"HMCHMFFPAIR 3'-0" X 7'-0"PADLOCK CLASP @ 4'-0" AFF PADLOCK CLASP @ 4'-0" AFF PADLOCK CLASP @ 4'-0" AFF PADLOCK CLASP @ 4'-0" AFF PADLOCK CLASP @ 4'-0" AFF PADLOCK CLASP @ 4'-0" AFF PADLOCK CLASP @ 4'-0" AFF PADLOCK CLASP @ 4'-0" AFF DOOR SCHEDULEA6.1
TYP. HM DOOR JAMB6WINDOW JAMB12WINDOW SILL11TYP. HM DOOR SILL53/4"GLSILL @ O.H. DOOR2WINDOW HEAD13GLCONCRETEWALL BEYONDSECTIONAL DOOR(PAINTED)1/2"ALUM. STOREFRONT JAMB91/2"
1/2"CONC WALLHM DOORHM DOOR FRAME BEYONDDOOR SWEEPAL THRESHOLD SET IN BED OF MASTICJOINT FILLERGLAZING PER ELEVATIONSCONC TILT-UP WALL PANELCONCRETE TILT-UP WALL PANELHM DOOR FRAME, CAST INTO PANELHM DOORDOOR THRESHOLD BELOWGLAZING PER ELEVATIONSBACKER ROD AND SEALANT BOTHSIDESCONC TILT-UP WALL PANELKAWNEER 451-T OR EQUAL STOREFRONTSYSTEMKAWNEER 451-T OR EQUAL STOREFRONTSYSTEMKAWNEER 451-T OR EQUAL STOREFRONTSYSTEMGLAZING PER ELEVATIONSBACKER ROD AND SEALANT BOTH SIDESBACKER ROD AND SEALANT BOTHSIDESTYP. HM DOOR HEAD73/4"CONC TILT-UP WALL PANELHM DOOR FRAME CAST INTO PANELHM DOORRAIN DRIPPOINTDIMPOINT
DIM
POINTDIMPOINT
DIM
CONCRETE DOCK EDGE11/2"3"x3" GALV. ANGLE W/OF OPENING4'-0" OC FULL WIDTH 1/2" ANCHORS AT CONCRETE PANELSTANDARD DOCK BUMPERSECTIONAL DOORALUMINUM STOREFRONT SILL810"AL ENTRANCEFRAME BEYONDAL THRESHOLD SET IN BED OF MASTIC -BEVEL EDGES @ 1 VERT: 2 HORIZ W/ MAXEDGE HEIGHT OF 1/4"JOINT FILLERALUM. STOREFRONT HEAD10POINTDIMAL WINDOWSYSTEMGLAZING AL. DOOR TO MATCHWINDOW SYSTEMGLSUBSILL AND END DAM SET IN BED OF MASTICSECTIONAL DOOR JAMB36"4" MIN
6"2 3/4"CONC TILT-UP WALL PANEL5/8" LEAD EXP BOLTSTL ANGLE PERSTRUCTURALFILL VOID @ CHAMFER W/ SEALANT3/8" BENT PLATE. PAINT SAFETYYELLOWWEATHER SEALINSULATED SECTIONAL DOOR ON3" HEAVY DUTY TRACK AT DRIVEIN DOORS AND 2" TRACK AT DOCKDOORS1" TYP1" TYP1" TYPSECTIONAL DOOR HEAD42 3/4"CONCRETE TILT-UPWALL PANELDRIPMETAL ANGLEINSULATED SECTIONAL DOOR ON3" HEAVY-DUTY TRACK AT DRIVE INDOORS AND 2" TRACK AT DOCK DOORSDOOR TRACKDOCK SEAL, WHEREOCCURTRACK BEYONDDOCK SEAL, WHEREOCCUR1"ALUM ENTRANCE DOORTHRESHOLDKAWNEER 451-T WINDOW SYSTEM OREQUALGLAZING PER ELEVATIONSSEALANT AND BACKER ROD BOTH SIDES1/2"DOOR SWEEPNelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020DOOR AND WINDOWDETAILSA6.2
HORIZ. REVEALPLAN @ TYP. OUTSIDE CORNER2TYP. PANEL JOINT1SEE ELEVATIONSC REVEALTYP. HORIZONTAL REVEAL3TYP. VERTICAL REVEAL4CONCRETE WALL PANELSEALANT &BACKERCONCRETE WALL PANELCONCRETE WALL PANELSEALANT &BACKERLADDER TO ROOF17VERIFY IN FIELD1'-0"TYP.1'-0"TYP.1/4PER WALL SECTIONVERIFY IN FIELD 3'-0"3'-6"VERIFY IN FIELD8"x3"x1/4"x3" LG ANGLEBRACKETS @ TOP &BOTTOM @ 4'-0" OC MAX3/4" ROUND RUNGSTHRU SIDE RAILS3/8"x 2 1/2" FB SIDERAILS1'-6"ROOF JOISTS BEYONDROOF HATCH PER DTL.16/A8.1PAINTED STEEL LADDERPLYWD DECKFLOOR OVER METALJOISTS BEYOND,SEE PARTITIONTYPES: SHEET A6.1PAINTED STEEL LADDER8'-0"2'-7"LADDER TO MEET ALL CURRENTOSHA SAFETY REQUIREMENTSEXTEND PARTITIONTO CREATE PARTIAL HEIGHTGUARDRAILAT PLATFORM3'-6"PARTITION,PER PLANEXTENDABLE SAFETYPOSTS, BOTH SIDES OFLADDERTYP. ROOF HATCH162X PURLIN2X BLOCKING, PTINSULATED CURBASSEMBLY, FASTENEDPER MANUFACTURER'SRECOMMENDATIONSTPO ROOFINGMEMBRANE OVER RIGIDINSULATIONCURB W/ INTEGRALCAP FLASHING4" HEMMED DRIP EDGECOUNTERFLASHINGDOWN SPOUT PROTECTOR86 1/2"1 1/2"8"PLANELEVATION1'-0"
3'-0"PVC DOWN SPOUT FROM ROOF,PAINTED FINISHEXPANSION ANCHOR INTO PC CONCPANEL TYP @ 14" OC1/4" STL PLATE ALIGN W/ DOCKBUMPER HEIGHT, PRE-PRIMED,PAINTED TO MATCH ADJACENTBUILDING COLORPVC DOWN SPOUT FROM ROOFT.O. DOCK0'-0" AFF1'-6"FULL HEIGHT OF PLYWOOD, FASTEN PERMANUFACTURER'S RECOMMENDATIONS,TYP. ROOF SECTION12WOOD SHEATHINGHIGH POINT OF ROOF BEYOND1 1/8" CONTINUOUS PT PLYWOODFASCIATILT-UP CONCRETEPANELRIGID INSULATION,STAGGERED JOINTS1"WOOD TOP PLATE, PERSTRUCTURAL4"
2'-0"DESIGN BASIS:R-35, UP TO 7" OF RIGID INSULATION:CONFIRM WITH ENERGY CODE COMPLIANCETABLE ON COVERSHEET6"TPO ROOFTPO ROOF, EXTEND DOWNFULL HEIGHT OF PLYWOOD, FASTEN PERMANUFACTURER'S RECOMMENDATIONS,MINIMUM 12" O.C.PT BLOCKINGCONTINUOUS GALVANIZED CLEATMETAL COPING, 24 GA MINIMUM,AS REQUIRED FOR SPANSCONTINUOUS 2X NAILERTYP. MTL.CONDUCTOR HEAD10METAL CONDUCTOR HEAD6" DIA. PVC DOWNSPOUT,CONC TILT-UP WALL PANEL1'-2"3"3"TYP. ROOF SCUPPER SECTION116" DIA. PVC DOWN SPOUTMETAL CONDUCTOR HEADWOOD SHEATHINGROOF BEYOND, HIGH POINTMETAL SCUPPER FLASHINGBEYOND, PNT FINISHRIGID INSULATION,STAGGERED JOINTSPNT FINISHMETAL COPINGLOW POINT OF ROOF2'-0"1" SUPPORT STRAP, 8'-0" OC, PNT FINISH6"TPO ROOF, EXTEND DOWNFULL HEIGHT OF PLYWOOD, FASTEN PERMANUFACTURER'S RECOMMENDATIONS,MINIMUM 12" O.C.CONTINUOUS GALVANIZED CLEAT10"METAL COPING BEHINDCONDUCTOR HEAD1'-4"5"4" DIAMETER HOLE IN BOTH SIDESOF METAL CONDUCTOR HEAD10A8.1TYP. COPING DETAIL1412" WIDE 20 GA GLAV. ANCHORCLIPS 4'-0" O.C.METAL COPING COVER (12'-0"LENGTHS, MIN.) FINISH PEREXTERIOR ELEVATIONS8" WIDE CONCEALED SPLICEPLATE AT EACH JOINTMASONRY FASTENERSWOOD NAILERFASTENERSPROVIDED FORWALL VARIATIONSTPO MEMBRANE10"INSIDE FACE214" MIN/6" MAX15/16"TYP. FIXED SKYLIGHT CURB15ROOF ASSEMBLYFIXED SKYLIGHT2X WOOD CURB WITH FLASHINGRIGID INSULATION, STAGGER JOINTSWOOD BLOCKINGRIGID INSULATIONTYP. PARAPET SECTION13METAL COPING1 1/8" CONTINUOUS PT PLYWOODFASCIATILT-UP CONCRETEPANEL2'-0"TPO ROOF, WRAP OVER TOP OFBLOCKING AND DOWN FACE OFPLYWOODSLOPED PT BLOCKINGCANOPY DETAIL95"EQ.EQ.EQ.8"12"CONC TILT-UP WALL PANELEND PLATE WITH EXP.ANCHORS PER STRUCTUREHSS JOIST PER STRUCTUREHSS BEAM CANOPY PER STRUCTUREROOF VENT7CONTINUOUS WELDTPO ROOF SYSTEM1'-0" MIN
VENT PIPERIGID INSULATIONTPO PIPE BOOT,TO ACCOMMODATE PIPE SIZESFROM 1" TO 6"WOOD SHEATHINGSECURE PER MANUFACTURER'SINSTALLATIONREQUIREMENTSFULL HEIGHT OF PLYWOOD, FASTEN PERMANUFACTURER'S RECOMMENDATIONS,TYP. COPING DETAIL612" WIDE 20 GA GLAV. ANCHORCLIPS 4'-0" O.C.METAL COPING COVER (12'-0"LENGTHS, MIN.) FINISH PEREXTERIOR ELEVATIONS8" WIDE CONCEALED SPLICEPLATE AT EACH JOINTMASONRY FASTENERSWOOD NAILERFASTENERSPROVIDED FORWALL VARIATIONSTPO MEMBRANE1'-0"
INSIDE FACE
2 1
4" MIN/6" MAX
15/16"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020EXTERIOR DETAILSA8.1
INSULATE DRAIN COMPONENTS BELOWTHE DECK TO PREVENT CONDENSATION.DRAIN BOWLDECK CLAMPWATER CUT-OFFMASTICWOOD SHEATHINGTAPERED INSULATIONROOF INSULATIONROOFING MEMBRANECLAMPING RINGDRAIN STRAINERROOF DRAIN42'-0"4'-0"2'-0"PRETAPEREDINSULATIONTYP.OVERFLOWDRAINROOF DRAINSLOPE TO DRAINTYPICAL6A8.2ROOF DRAIN LAYOUT54'-0"
4"T.S. HEADERPER STRUCTURALBREAK METAL TO MATCHSTOREFRONTSTOREFRONT PERELEVATIONSBREAK METAL @ T.S. HEADER2SOFFIT@CONCRETE PANEL1SINGLE-PLY TPO ROOFRIGID INSULATION1/2" PLYWOOD2x4 LEDGER2x4 JOISTS@ 16" O.C.5/8" GYP. BOARDEDGE MOULDINGCAULK & BACKERRODCONCRETE TILT-UPPANELSOFFIT @ T.S. HEADER3T.S. HEADER PERSTRUCTURALCAULK & BACKER RODSTOREFRONT PERELEVATIONS5/8" GYP. BOARDEDGE MOLDINGCAULK & BACKER ROD2x4 JOISTS@ 16" O.C.2x4 LEDGERPER STRUCTURAL1/2" PLYWOODSINGLE PLY TPOTERMINATION BAR WITHCONTINUOUS BEAD OF SEALANTPROVIDE 1 1/2"x 1 1/2" WELDEDWIRE MESH AT PERIMETER OFSOFFITPAINT TO MATCH2"ROOFINGMEMBRANEOVERFLOW ROOFDRAINEXTEND ROOFINGUNDER CLAMP RINGWOOD SHEATHINGTAPERED INSULATIONROOF DRAIN6ROOF DRAIN4A8.2CONTINUOUS REGLET WITHCOUNTER FLASHING ATTACH TOMETAL DECK AT EACH FLUTE,PAINT TO MATCH CANOPYSEALANTSTEEL DECKPER STRUCTURALTRELLIS DETAIL7FOAM CLOSURE STRIPBETWEEN FLUTES OFMETAL DECK, TYP.STANDING SEAMROOFSTEEL DECKPER STRUCTURALSTEEL TRELLISPER STRUCTURALPAINT PER EXT. ELEVATIONSFOAM CLOSURE STRIPBETWEEN FLUTES OFMETAL DECK, TYP.STEEL CHANNEL PER STRUCTURALSLOPE @ 14" PER 1'TRELLIS DETAIL8Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020EXTERIOR DETAILSA8.2
1'-6"1'-0"1'-6"1'-6"1'-6"1'-6"1'-0"
21'-9"1'-4"
23'-0"
24'-3"
1'-4"
25'-5"1'-4"
1'-4"
26'-8"1'-4"
1'-0"1'-6"1'-6"1'-0"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020EXTERIOR DETAILSA8.3TRELLIS DETAIL2A8.3TRELLIS DETAIL1A8.3GENERAL NOTES:KEY NOTES:1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALL CONFORM TOIBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURAL DRAWINGS.2.CONCRETE FOOTING PER STRUCTURAL.3.CONCRETE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT LANDINGS.4.CONCRETE SLAB PER STRUCTURAL.5.CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIOR ELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, AT PARAPETS PERMANUFACTURERS RECOMMENDATIONS, WHERE PARAPET EXCEEDS RECOMMENDED HEIGHT,INSTALL TERMINATION BAR AS REQUIRED.7.REVEAL, TYP. SEE DETAIL 3/A8.18.2X WOOD NAILER, PER STRUCTURAL.9.ALUMINUM STOREFRONT SYSTEM - SEE EXTERIOR ELEVATIONS.10.STEEL JOIST PER STRUCTURAL.11.METAL COPING, PER EXTERIOR ELEVATIONS.12.WOOD DECK, PER STRUCTURAL.13.RIGID INSULATION, PER COVERSHEET.14.TPO ROOFING SYSTEM, PER ROOF PLAN.15.VAPOR BARRIER WITH 4" SAND AT FUTURE OFFICE AREAS ONLY, AS NOTED ON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 9/A8.118.STEEL CANOPY, PER STRUCTURAL. PAINT PER EXTERIOR ELEVATIONS.19.CONCRETE TRUCK COURT.20.CONCRETE PAD PER STRUCTURAL.21.HIGH POINT OF TPO ROOF BEYOND.22.SECTIONAL INSULATED O/H DOOR23.DOCK BUMPER24.3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF.25.STEEL ANGLE TO 4'-0'' AFF, SEE STRUCTURAL.26.HM FRAME AND DOOR, PAINT PER ELEVATIONS.27.2X WOOD PURLIN, PER STRUCTURAL28.STEEL TRELLIS PER STRUCTURAL. SEE EXTERIOR ELEVATIONS AND ROOF PLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HAT CHANNELAPPLIED TO CONCRETE PANEL; COLOR MIX TBD.32.3/4" IN SET PER ELEVATION33.STANDING SEAM ROOF OVER METAL DECK WITH STEEL CHANNEL GUTTER34.CONCRETE BASE PER STRUCTURAL, TYP.X28T.O. BEAM23'-1"282828282828283318183434343434343433995599TIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIG