20-101386-Details-04-09-2020-V1MTL 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