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4 Building Section <br />Scale 1/8"=V-0" <br />SELF-SEALING SHINGLES OVER "ll <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 />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 />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 />TO FLR SLAB <br />0'-0" AFF <br />1 Front Wall Section <br />Scale 1/2"=1'-0" <br />OIL JOIST BEARING <br />19'-4" AFF <br />OIL TO FLR SLAB <br />0'-0" AFF <br />i <br />C-6 <br />i <br />T-6" 10" <br />C-6 �C-4.91 �CG-4.6 <br />I <br />I <br />I <br />I <br />I <br />ICI <br />i <br />C-4.9 <br />6 -4 1-2 <br />C-4 C-3 G2 C-1.11 <br />- — — — — --— — — — — — — — — — — — — —-- <br />II II <br />11 II <br />II II <br />„ I I <br />II II <br />II II <br />„ I I <br />II II <br />u <br />RE: A502-2 FOR ROOF <br />RIDGE DETAIL <br />12 /�\ 12 <br />18 / / / / \ \ 18 SHINGLES. SEE <br />NOTE AT LEFT <br />/ / I <br />/ / I RE: A501-3 FOR ROOF <br />TERMINATION DETAIL <br />/ / I <br />RE: A501-3 FOR TYP <br />/ / PARAPET WALL DETAIL <br />BACK OF PARAPET <br />WALL BEYOND <br />II II II II I // II <br />RAIN DIVERTER OVER <br />DOOR. RE: DETAIL <br />WATER-RESISTANT <br />CAULK AROUND <br />/ PERIMETER OF FRAME <br />X" X 36" WEATHER PROOF <br />METAL ACCESS DOOR & FRAME. <br />5 RE: DOOR SCHEDULE & DETAILS. <br />PROVIDE TWO 6" X 24" LOUVERED <br />12 VENTS W/ BIRD SCREENS. (NOT <br />(��--------.__—_---_—___--__---------- SHOWN IN THIS SECTION. RE: <br />— — — — — — _ _ _1_ — — — — — — _ — ELEVATIONS FOR LOCATIONS. <br />REFER TO ROOF PLAN FOR ROOF <br />I MEMBRANE INFORMATION <br />I I <br />I I I 1/4' PER FT MIN SLOPE <br />I 1k I - -- —-- ---- <br />I II I � I I --------- ----- <br />II 1 /I I --- <br />I <br />I I— LIGHT GAUGE TRUSSES. RE. I \ \ <br />STRUCTURAL.. <br />� II <br />ROOF FRAMING. RE: STRUCTURAL <br />STEEL BEAM. RE: STRUCTURAL <br />I <br />518" GYP BOARD. SHEATHING ON INSIDE <br />LIGHT GAUGE FRAMING. RE: - OF ALL EXTERIOR FRAMED WALLS. <br />STRUCTURAL. EXTEND SHEATHING TO UNDERSIDE OF <br />ROOF STRUCTURE ABOVE <br />STEEL BEAM. RE: STRUCTURAL <br />LIGHT GAUGE FRAMING. RE: <br />I I - LIGHT GAUGE FRAMING. RE: STRUCTURAL. <br />I STRUCTURAL, <br />I I I I ALL EXTERIOR FRAMED WALLS TO BE <br />FILLED WITH R19 BATT INSULATION. <br />(NOT SHOWN FOR CLARITY). <br />I <br />--- --- ------ <br />I — — — — — B BEAM <br />— — 10'-2" AFF <br />TO STOREFRONT <br />— — — — FRAMED OPENING <br />_O_ <br />I I 7 , 1 U-0" AFF <br />I I ALL GLAZING TO RECEIVE 3M <br />SECURITY FILM PER STAPLES <br />STUCCO SOFFIT BEYOND J SPECIFICATION. <br />I I I I I I <br />4" CONTINUOUS CEILING VENT I I STEEL BEAM. RE: STRUCTURAL <br />I I I I I I <br />STUCCO OVER SHEATHING I TRANSOM WINDOW ABOVE DOOR. <br />RE: WINDOW SCHEDULE & DETAILS <br />I EIFS TRIM BEYOND <br />AUTOMATIC DOOR. RE: DOOR <br />SCHEDULE & DETAILS <br />STUCCO FINISH ON COLUMNS AND <br />PILASTERS BEYOND. <br />PROVIDE 1/2" EXP. JOINT BETWEEN <br />SIDEWALKS & BASE CURBS <br />STEEL COLUMN. RE: STRUCTURAL <br />PROVIDE 1/2" EXP. JOINT BETWEEN <br />BASE CURB, STONE WAINSCOT, AND I BASE CURBS & FLOOR SLAB <br />SILL PIECE BEYOND. <br />I I I I I I <br />CONCRETE FLOOR SLAB. PROVIDE <br />SIDEWALK. SLOPE AWAY FROM I EXPANSION JOINT BETWEEN SLAB & <br />BUILDING 1% MIN - 2% MAX. RE: I SIDEWALK. RE: STRUCTURAL. <br />SIDEWALK PLAN. <br />I COLUMN FOOTING BEYOND. RE: I COLUMN FOOTING BEYOND. RE: <br />-- — — L — — — — — STRUCTURAL. EXTEND AS NEEDED L_ — — — — — — STRUCTURAL. EXTEND AS NEEDED <br />r FOR PILASTERS AND BASE CURBS. r FOR PILASTERS AND BASE CURBS. <br />I I <br />L------------J L------------J <br />i <br />C-4.6 <br />i <br />—,�— --- -- — — — <br />II � o� <br />wp��.z <br />�;zLL.¢o <br />II UUOww�l- <br />II co <br />w <br />rn <br />II ?oWo <br />I z o~, <br />I <br />%C-1 <br />PREFIN ALUM. PARAPET i <br />CAP. RE: A501-1 <br />RE: A501-1 FOR TYP — TO MASONRY <br />PARAPET WALL DETAIL 2.0-0" AFF <br />REFER TO ROOF PLAN � I i 12" X 4-1/2" EIFS TRIM <br />FOR ROOF MEMBRANE <br />INFORMATION <br />1/4" / FT MIN SLOPE <br />STRUCTURAL STEEL, <br />RE:STRUCTURAL <br />RE: STRUCTURAL <br />ALL FINISHES ON THE <br />INTERIOR SIDE OF THE <br />MASONRY WALLS TO BE <br />PROVIDED AS PART OF <br />THE FUTURE TENANT <br />BUILD OUT. <br />CONT. EXPANSION <br />JOINT BETWEEN <br />FLOOR SLAB & <br />WALL. RE: <br />STRUCTURAL <br />CONCRETE SLAB <br />ON GRADE W/ <br />VAPOR BARRIER <br />RE:STRUCTURAL <br />CONT FOOTING <br />RE: STRUCTLI <br />2 Rear Wall Section <br />Scale 1/2"=V-0" <br />i <br />CC 0.5 <br />I <br />i <br />i <br />i <br />i <br />i <br />TO MASONRY Ak <br />2Y-0" AFF <br />JOIST BEARING <br />15'-6" AFF <br />JOIST BEARING Ah <br />16'-0" AFF <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 <br />WITH GROUT OR MORTAR. <br />(NOT SHOWN FOR CLARITY). <br />II <br />LIGHT GAUGE FRAMING, <br />RE: STRUCTURAL. <br />II <br />3/4" STUCCO OVER 5/8" <br />II <br />DENS GLASS SHEATHING <br />II <br />I <br />II <br />STONE SILL <br />I� <br />CULTURED STONE <br />VENEER OVER FRT <br />❑ <br />PLYWOOD SHEATHING <br />I❑ <br />SLOPE SIDEWALK AWAY FROM <br />El <br />❑ <br />BUILDING 1% MIN - 2% MAX <br />❑ <br />TO FLR SLAB <br />0'-0" AFF <br />CONT. EXPANSION JOINT <br />BETWEEN RIBBON CURB & <br />- <br />SIDEWALK AND BETWEEN <br />RIBBON CURB & WALL <br />T 0 FLR SLAB <br />0'-0" AFF <br />3 Rear Wall Section <br />Scale 1/2"=T-0" <br />OC 5 <br />PREFIN ALUM. PARAPET- <br />o <br />CAP. RE: A501-1, SIM <br />RE: A501-1 FOR TYP - <br />PARAPET WALL DETAIL. \ <br />I <br />REFER TO ROOF PLAN <br />INFORMATIONFOR ROOF H1 <br />MBRANE� <br />1/4" / FT MIN SLOPE I NI <br />STRUCTURALSTEEL, <br />— <br />RE:STRUCTURAL <br />MASONRY WALL. - <br />RE:STRUCTURAL <br />ALL FINISHES ON THE <br />INTERIOR SIDE OF THE <br />MASONRY WALLS TO BE <br />PROVIDED AS PART OF <br />THE FUTURE TENANT <br />BUILD OUT. <br />CONT. EXPANSION <br />JOINT BETWEEN <br />FLOOR SLAB & <br />WALL. RE: <br />STRUCTURAL <br />CONCRETE SLAB <br />ON GRADE W/ <br />VAPOR BARRIER <br />RE: STRUCTURAL <br />CONT FOOTING <br />RE: STRUCTURAL <br />TO MASONRY <br />20'-0" AFF <br />JOIST BEARING <br />15-8" AFF <br />LPREFIN. 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 />O <br />BENT METAL PLATE STORM <br />LEADER GUARD. RE: DETAIL <br />o CONT. 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