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C-6 <br />1'-6" 10" <br />3'-8" <br />6,-4„ <br />RE: A502-2 FOR ROOF <br />RIDGE DETAIL <br />C-4.9 <br />V-2" <br />1218 <br />/ I <br />/ I <br />/ I <br />/ I <br />/ I <br />/ I <br />/ I <br />/ I <br />/ I <br />ARCHED GUTTER BEYOND / <br />ARCHED ROOF BEYOND <br />/ I <br />/ I <br />SELF-SEALING SHINGLES OVER 30# / <br />FELT OVER 5/8" FRT PLYWOOD / <br />/ I I <br />PREFIN ALUM. GUTTER TIED — <br />/ I <br />INTO DOWNSPOUT HIDDEN IN <br />COLUMN BEYOND. ALL <br />DOWNSPOUTS TO BE TIED <br />DIRECTLY INTO SITE STORM <br />DRAINAGE SYSTEM 15 <br />UNDERGROUND, 12 <br />TRUSS BEARING — — — <br />22'-8" AFF — — <br />I II <br />RE: A502-1 FOR <br />ROOF EAVE DETAIL <br />II <br />314" STUCCO OVER 5/8" — ! <br />DENSGLASS SHEATHING <br />I I i <br />I I I <br />JOIST BEARING <br />19'-4" AFF I I I I <br />6" X 1" EIFS BAND AROUND <br />ENTIRE WINDOW <br />SPANDRIL WINDOW. RE: — <br />SCHEDULE AND DETAILS <br />6" X 1" EIFS BAND AROUND <br />ENTIRE WINDOW <br />STUCCO OVER SHEATHING <br />B 0 BEAM <br />i 1'-6" AFF <br />,dk B 0 CLNG FRAMING <br />11'-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 />T 0 FLR SLAB <br />0'-0" AFF <br />LIGHT GAUGE TRUSSES. RE: <br />STRUCTURAL. <br />STEEL BEAM. RE: STRUCTURAL <br />LIGHT GAUGE FRAMING. RE: <br />STRUCTURAL. <br />STEEL BEAM. RE: STRUCTURAL <br />LIGHT GAUGE FRAMING, RE: <br />STRUCTURAL. <br />I--- ---- ------- <br />II <br />! STUCCO SOFFIT BEYOND <br />CONTINUOUS CEILING VENT <br />I I <br />! STUCCO OVER SHEATHING <br />! I <br />I <br />EIFS TRIM BEYOND <br />I ! <br />STUCCO FINISH ON COLUMNS AND <br />PILASTERS BEYOND. <br />I I <br />STUCCO OVER SHEATHING <br />I I <br />STEEL COLUMN. RE: STRUCTURAL <br />BASE CURB, STONE WAINSCOT, AND <br />SILL PIECE BEYOND. <br />I I <br />SIDEWALK. SLOPE AWAY FROM ! <br />BUILDING 1 % MIN - 2% MAX. RE: <br />SIDEWALK PLAN. <br />3'-2" <br />�11 <br />C-4.6 <br />6'-4" 3'-8" 10" 1'-6" <br />RE: A502-2 FOR ROOF <br />RIDGE DETAIL <br />12 <br />18 <br />\\ I <br />\ ALUM GUTTER TO ALUM <br />\ DOWNSPOUT BEYOND. <br />\ SPILL DOWNSPOUT TO <br />\ SPLASHBLOCK ON <br />\ ROOF BELOW. <br />LIGHT GAUGE TRUSSES. RE: \ <br />STRUCTURAL. \ <br />5 � <br />12 <br />----- I-------------------------- IJ.--- <br />ROOF FRAMING. RE: STRUCTURAL <br />CONTINUE ROOF INSULATION UNDER <br />TRUSS Tq EXTERIOR WALL <br />ROOF FRAMING. RE: STRUCTURAL <br />5/8" GYP BOARD ON INSIDE OF ALL <br />EXTERIOR FRAMED WALLS. EXTEND TO <br />UNDERSIDE OF ROOF STRUCTURE <br />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 CLARITY). <br />B 0 BEAM <br />10'-2" AFF <br />T 0 STOREFRONT <br />FRAMED OPENING <br />I 10'-0"AFF <br />I <br />\ ALL GLAZING TO RECEIVE 3M <br />I SECURITY FILM PER STAPLES <br />SPECIFICATION. <br />STEEL BEAM. RE: STRUCTURAL <br />I <br />— WINDOW. RE: SCHEDULE & DETAILS <br />GYP BOARD <br />LIGHT GAUGE FRAMING. <br />RE:STRUCTURAL <br />I <br />PROVIDE 1/2" EXP. JOINT BETWEEN <br />BASE CURBS & FLOOR SLAB AND <br />BETWEEN BASE CURBS & SIDEWALKS. <br />I <br />I <br />CONCRETE FLOOR SLAB. PROVIDE <br />EXPANSION JOINT BETWEEN SLAB & <br />SIDEWALK. RE: STRUCTURAL. <br />I <br />COLUMN FOOTING BEYOND. RE: <br />COLUMN FOOTING BEYOND. RE: <br />—I— — — L — — — — — STRUCTURAL. EXTEND AS NEEDED _ — — STRUCTURAL. EXTEND AS NEEDED <br />I I FOR PILASTERS AND BASE CURBS. i I FOR PILASTERS AND BASE CURBS. <br />L------------J L------------J <br />II I <br />1l4" PER FT <br />I MIN SLOPE <br />I I� <br />REFER TO ROOF PLAN FOR ROOF <br />MEMBRANE INFORMATION <br />EXPANSION STYLE <br />PARAPET CAP. <br />COORDINATE W/ <br />- <br />ADJACENT BUILDING <br />TO MASONRY <br />`I <br />20'-0" AFF <br />ADJACENTBUILDIN <br />PARAPET WALL <br />-RE :A501-1 FOR TYP <br />/PARAPET WALL DETAIL <br />I <br />! <br />ADJACENT BUILDING <br />REFER T'0 ROOF PLAN <br />ROOF SYSTEM <br />FOR ROOF SLOPE & <br />MEMBRANE INFO. <br />- _ <br />JOIST BEARING <br />— <br />VARIES W/ SLOPE <br />ADJACENT BUILDING <br />STRUCTURAL STEEL, <br />ROOF FRAMING <br />RE:STRUCTURAL <br />ADJACENT BUILDING �= = <br />MASONRY WALL. <br />MASONRY WALL. <br />RE: STRUCTURAL <br />==---_ <br />PROVIDE CORE FILL <br />500 FOAM INSULATION <br />= <br />IN ALL MASONRY <br />CELLS NOT REQUIRED <br />BY STRUCTURAL TO BE <br />FILLED WITH GROUT <br />OR MORTAR. (NOT <br />SHOWN FOR CLARI <br />COORDINATE ALL WORK = <br />ALL FINISHES ON THE <br />WITH ADJACENT BUILDING ,. <br />INTERIOR SIDE OF THE <br />CONTRACTOR. REFER TO <br />MASONRY WALLS TO BE <br />BLDG B DRAWINGS FOR <br />PROVIDED AS PART OF <br />COMPLETE INFORMATION <br />THE FUTURE TENANT <br />REGARDING THE BLDG B <br />BUILD OUT, <br />WALL. <br />CONT. EXPANSION <br />JOINT BETWEEN <br />FLOOR SLAB & <br />WALL. RE: <br />STRUCTURAL <br />ADJACENT <br />CONCRETE SLAB <br />BUILDING SLAB <br />ON GRADE W/ <br />VAPOR BARRIER <br />RE:STRUCTURAL <br />ADJACENT BUILDING <br />FOUNDATION = <br />CONT FOOTING <br />RE:STRUCTURAL <br />TO FLR SLAB <br />0'-0" AFF <br />C <br />W <br />O <br />Q <br />rL <br />V <br />Cu c aO <br />UCD <br />�L U CM C <br />W�J'V <br />fQ 1L <br />g <br />.L iE > <br />zCND <br />CO 6 <br />co I— U) ' <br />J <br />t� <br />Cn <br />0 <br />E <br />E <br />0 <br />3.m I <br />co <br />Chu <br />U�NLu 0 <br />0) <br />>`+ O <br />0 v�i�.cUn' <br />0w <br />mYN0 <br />a <br />z <br />0 <br />z <br />Cnn <br />O <br />Cn <br />Of <br />F= <br />w <br />w <br />U) <br />z <br />0 <br />of <br />MI <br />ml <br />0 <br />0 <br />`ti <br />w <br />A <br />Ln <br />Ln <br />0i <br />00 o� <br />0i <br />w <br />N <br />C)N <br />Zrn <br />o <br />O <br />N <br />UJ <br />N <br />o <br />?' <br />C) <br />W <br />w <br />cD <br />Front Wall Section <br />Scale 1/2"=l'-0" <br />2 Side Wall Section <br />Scale 1/2"=1'-0" <br />I�tIIIt? <br />