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JOIST BEARING <br />19'4' AFF <br />TO FLR SLAB <br />0'-0" AFF <br />L--_J <br />4 Building Section <br />Scale 1/8"=V-0" <br />/ C-6 ' <br />/ <br />V-6" 101. <br />3' 8" <br />SELF-SEALING SHINGLES OVER "ICE <br />& WATER SHIELD" FELT OVER 5/8" <br />FRT PLYWOOD <br />PREFIN ALUM. GUTTER TIED <br />INTO DOWNSPOUT HIDDEN IN <br />COLUMN BEYOND. ALL <br />DOWNSPOUTS TO BE TIED <br />DIRECTLY INTO SITE STORM <br />DRAINAGE SYSTEM <br />UNDERGROUND. <br />TO FRAMING <br />29'-4" AFF <br />RE: A502-1 FOR <br />ROOF EAVE DETAIL <br />LIGHT GAUGE FRAMING. / - -- - - <br />RE:STRUCTURAL <br />3/4" STUCCO OVER 5/8" - <br />DENSGLASS SHEATHING <br />TRUSS BEARING <br />22'-8" AFF <br />JOIST BEARING <br />19'4' AFF - <br />REPLACE DENS GLASS WITH <br />FRT PLYWOOD FOR 6' X 25' <br />AREA BEHIND FUTURE SIGN. <br />RE: ELEVATIONS. <br />STAPLES SIGN, BY TENANT <br />STUCCO OVER SHEATHING <br />B 0 BEAM <br />11' 6" AFF <br />i, B 0 CLNG FRAMING <br />1 V-0" AFF <br />B 0 SOFFIT FRAMING <br />10'-0" AFF <br />CANVAS AWNING OVER ALUM. FRAME. <br />G.C. TO PROVIDE SIGNED & SEALED <br />SHOP DWGS FROM A FL. REGISTERED <br />ENGINEER TO THE ARCHITECT FOR <br />REVIEW & AS NEEDED FOR PERMITTING <br />DRIP SCREED. FRY REGLET, DS-75-75 <br />TO FLR SLAB <br />0'-0" AFF <br />1 Front Wall Section <br />Scale 1/2"=1'-0" <br />L--J L--J L--_J <br />/C-4.9 ' <br />/ <br />6'-4' 4, <br />I <br />RE: A502-2 FOR ROOF <br />RIDGE DETAIL <br />12 � � 12 <br />18 18 <br />SHINGLES. SEE <br />NOTE AT LEFT <br />i <br />RE: A501-3 FOR ROOF <br />TERMINATION DETAIL <br />RE: A501-3 FOR TYP <br />PARAPET WALL DETAIL <br />A <br />BACK OF PARAPET <br />WALL BEYOND <br />PROVIDE TWO 6" X 24" LOUVERED <br />VENTS Wi BIRD SCREENS. (NOT <br />SHOWN IN THIS SECTION. RE: <br />ELEVATIONS FOR LOCATIONS. <br />REFER TO ROOF PLAN FOR ROOF <br />MEMBRANE INFORMATION <br />1/4" PER FT MIN SLOPE <br />10'-2" AFF <br />TO STOREFRONT <br />FRAMED OPENING <br />`�' 4VIV 1 IIVUVUJ VCILIIWIJ VCItl l <br />I I <br />I I STUCCO OVER SHEATHING <br />I I <br />EIFS TRIM BEYOND <br />I I � <br />I - STUCCO FINISH ON COLUMNS AND - <br />I PILASTERS BEYOND, <br />I f <br />I I I i <br />t STEEL COLUMN. RE: STRUCTURAL <br />f BASE CURB, STONE WAINSCOT, AND <br />I SILL PIECE BEYOND. <br />I I <br />SIDEWALK. SLOPE AWAY FROM <br />I BUILDING 1% MIN - 2% MAX. RE: <br />-- - - <br />L — — — — — STRUCTURAL. EXTEND AS NEEDED _ _ _ _ _ I I �— — — <br />r � FOR PILASTERS AND BASE CURBS. r <br />I I I ' I <br />L------------ J L------------ J <br />ROOF FRAMING, RE: STRUCTURAL <br />5/8" GYP BOARD SHEATHING ON INSIDE <br />OF ALL EXTERIOR FRAMED WALLS, <br />EXTEND SHEATHING TO UNDERSIDE OF <br />ROOF STRUCTURE ABOVE <br />LIGHT GAUGE FRAMING. RE: <br />STRUCTURAL. <br />ALL EXTERIOR FRAMED WALLS TO BE <br />FILLED WITH R19 BATT INSULATION. <br />(NOT SHOWN FOR CLAR!TY). <br />ALL GLAZING TO RECEIVE 3M <br />SECURITY FILM PER STAPLES <br />SPECIFICATION. <br />STEEL BEAM. RE: STRUCTURAL <br />TRANSOM WINDOW ABOVE DOOR. <br />RE. WINDOW SCHEDULE & DETAILS <br />AUTOMATIC DOOR. RE: DOOR <br />SCHEDULE & DETAILS <br />PROVIDE 1/2" EXP. JOINT BETWEEN <br />SIDEWALKS & BASE CURBS <br />PROVIDE 112" EXP. JOINT BETWEEN <br />BASE CURBS & FLOOR SLAB <br />CONCRETE FLOOR SLAB. PROVIDE <br />EXPANSION JOINT BETWEEN SLAB & <br />SIDEWALK. RE: STRUCTURAL. <br />STRUCTURAL. EXTEND AS NEEDED <br />FOR PILASTERS AND BASE CURBS. <br />/ <br />/C-1.1 <br />/C <br />C-2 <br />I <br />' <br />I <br />0.5 ' <br />I <br />I <br />I <br />I <br />I <br />I <br />TO MASONRY <br />20'-0" AFF <br />_ <br />-_ --- -- <br />- ` - - <br />_-- <br />- <br />__ <br />JOIST BEARING <br />1 '-6" AFF <br />II <br />II <br />o� <br />a po8 <br />II <br />II <br />Uoo LIB <br />I I <br />1E r Cn �ze�cn <br />w <br />Z U <br />II <br />Iui <br />o <br />�oZ- <br />li <br />I I <br />U) <br />TO FLR SLAB <br />JL <br />0'0"AFF <br />2 Rear Wall Section <br />Scale 1/2"=1'4' <br />PREFIN ALUM. PARAPET <br />CAP. RE: A501-1 <br />- TO MASONRY <br />RE: A501 1 FOR TYP <br />PARAPET WALL DETAIL <br />- <br />i 20'-0" AFF <br />I <br />0 <br />REFER TO ROCF PLAN <br />= <br />� <br />FOR ROOF MEMBRANE <br />I <br />12" X 4-112" EIFS TRIM <br />INFORMATION <br />- <br />1/4" / FT MIN SLOPE <br />STRUCTURALSTEEL, <br />RE: STRUCTURAL <br />0-0.5 <br />PREFIN ALUM. PARAPET <br />CAP. RE: A501-1. SIM <br />RE: A501-1 FOR TYP <br />, <br />PARAPET ,HALL DETAIL <br />AIL <br />' <br />REFER I 0 ROOF PLAN <br />FOR ROOF MEMBRANE <br />INFORMATION <br />I <br />1/4" / FT MIN SLOPE <br />JOIST BEARING -- -- <br />16-0" AFF - <br />EIFS TRIM. RE: A502-6 <br />MASONRY WALL. <br />RE: STRUCTURAL x PROVIDE CORE FILL 500 FOAM <br />INSULATION IN ALL MASONRY <br />CELLS NOT REQUIRED BY <br />STRUCTURAL TO BE FILLED <br />WITH GROUT OR MORTAR. <br />(NOT SHOWN FOR CLARITY). <br />STRUCTURAL STEEL, <br />RE: STRUCTURAL <br />MASONRY WALL. <br />RE: STRUCTURAL <br />ALL FINISHES ON THE <br />ALL FINISHES ON THE <br />I <br />INTERIOR SIDE OF THE <br />INTERIOR SIDE OF THE <br />MASONRY WALLS TO BE <br />MASONRY WALLS TO BE <br />PROVIDED AS PART OF <br />PROVIDED AS PART OF <br />THE FUTURE TENANT <br />- LIGHT GAUGE FRAMING. THE FUTURE TENANT <br />BUILD OUT. <br />RE: STRUCTURAL. BUILD OUT. <br />CONT. EXPANSION <br />3/4" STUCCO OVER 5/8" CONT. EXPANSION <br />JOINT BETWEEN <br />FLOOR SLAB & <br />WALL. RE: <br />DENS GLASS SHEATHING JOINT BETWEEN <br />_ FLOOR SLAB & <br />WALL. RE: <br />STRUCTURAL <br />STONE SILL STRUCTURAL <br />CONCRETE SLAB I <br />CULTURED STONE -' �`' I`� CONCRETE SLAB <br />0 GRADE W/ <br />VAPOR BARRIER <br />RE: STRUCTURAL <br />VENEER OVER FRT ON GRADE W/ <br />i f PLYWOOD SHEATHING .. , _ - VAPOR BARRIER <br />RE'STRUCTURAL <br />SLOPE SIDEWALK AWAY FROM <br />CONT FOOTING <br />BUILDING 1% MIN - 2% MAX CONT FOOTING <br />RE: STRUCTURAL <br />I RE:STRUCTURAL <br />_-----_ 1 <br />TO FLR SLAB _---_—_-- <br />0'-0" AFF <br />1 <br />CONT. EXPANSION JOINT <br />BETWEEN RIBBON CURB & <br />SIDEWALK AND BETWEEN Rear Wall Section <br />RIBBON CURB & WALL 3Scale 1/2"=1'-0" <br />T 0 h1ASONRY <br />20'-0" AFF <br />JOIST BEARING <br />15-8" AFF <br />PREFIN. ALUM SCUPPER <br />BOX BEYOND. RE: A502 <br />PREFIN. ALUM DOWNSPOUT <br />BEYOND. RE: ROOF PLAN <br />FOR LOCATIONS AND SIZES. <br />EIFS TRIM. RE: A502-6 <br />PROVIDE CORE FILL 500 FOAM <br />INSULATION IN ALL MASONRY <br />CELLS NOT REQUIRED BY <br />STRUCTURAL TO BE FILLED WITH <br />GROUT OR MORTAR. (NOT SHOWN <br />FOR CLARITY). <br />STUCCO FINISH <br />ALL DOWNSPOUTS TO BE <br />TIED DIRECTLY INTO SITE <br />STORM DRAINAGE <br />SYSTEM UNDERGROUND. <br />RE: ROOF PLAN. <br />BENT METAL PLATE STORM <br />LEADER GUARD, RE: DETAIL <br />CONT. EXPANSION <br />JOINT BETWEEN <br />SIDEWALK & WALL <br />SLOPE SIDEWALK AWAY FROM <br />BUILDING 1% MIN - 2% MAX <br />TO FLR SLAB <br />0'-0" AFF <br />O � <br />0 <br />o <br />0 <br />r•l <br />U <br />4-1 <br />W <br />x _ <br />O <br />Cd <br />0 <br />vvvw <br />, <br />• r� <br />o <br />> <br />>o <br />¢ o <br />°' <br />0�8 <br />�4_4 <br />U <br />U <br />U <br />W <br />O <br />0 <br />V <br />CC c °D <br />C <br />L U m O <br />Al J <br />W CuLL <br />-0 <br />m <br />E� (aLL <br />a <br />a <br />a) <br />CD <br />co <br />�HU) <br />U <br />U) <br />0 <br />E <br />! <br />E <br />� <br />I <br />q m <br />N <br />2 -j <br />� <br />U)LL <br />0 J uS o <br />0 <br />w <br />z <br />�Y ), 0 <br />w <br />o <br />mYN0- <br />= <br />VJ <br />a <br />C <br />ar <br />�; <br />z <br />> M <br />c <br />1 <br />QI <br />z <br />L <br />s <br />I <br />w <br />wU- <br />i <br />;:r**,v <br />Cn <br />E <br />2 <br />co <br />0 <br />N <br />(V <br />W o <br />A302 <br />