Laserfiche WebLink
OL T 0 TRUSS <br />29' AFF RE: A502-2 FOR ROOF <br />B-C kBD, / \ RIDGE DETAIL <br />12 / ,� \ 12 <br />18 / / \ \ 18 <br />SELF-SEALING <br />\ \ SHINGLES OVER 30# <br />FELT OVER 5/8" FRT <br />SHINGLES. SEE NOTE AT RIGHT. \ i / / j PLYWOOD <br />'• y i / I I \ <br />i <br />PREFIN ALUM GUTTER TIED INTO RE: A502-16 FOR ROOF I / / TERMINATION DETAIL <br />DOWNSPOUT HIDDEN IN COLUMN / / <br />BEYOND. ALL DOWNSPOUTS TO BE / <br />TIED DIRECTLY INTO SITE STORM 12 <br />DRAINAGE SYSTEM UNDERGROUND. 5 i— / <br />RE: ROOF PLAN & A502-4 j <br />� I <br />I <br />RE: A501-2 FOR TYP <br />B 0 TRUSS ' _ - - _ _ _- _ _ __ __ _ _ PARAPET WALL DETAIL <br />FRAMING _ _ _ <br />21'-0" AFF <br />-1-1 1 RE: A141 FOR ROOF <br />RE: A502-1 FOR ROOF SYSTEM INFORMATION <br />EAVE DETAIL - T-4„ J <br />I � l <br />14" PEI -- j l j R L <br />DRIP SCREED. FRY MIN SLOPE <br />REGLET, DS-75-75OL <br />I I <br />JOIST BEARING - <br />1 T-8"AFF <br />II � <br />i I - <br />I CONTINUE ROOF INSULATION <br />FUTURE SIGN BY TENANT - - UNDER TRUSS TO EXTERIOR WALL <br />I <br />- I <br />REPLACE DENS GLASS WITH -- C <br />FRT PLYWOOD FOR 4' X 12' L STRUCTURAL STEEL, <br />AREA BEHIND EACH FUTURE RE: STRUCTURAL <br />SIGN. RE: ELEVATIONS. <br />3/4" STUCCO OVER 5/8" <br />DENSGL.ASS SHEATHING <br />j <br />B 0 SOFFIT j <br />FRAMING - <br />9'-0" AFF <br /># I I <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 />I <br />DRIP SCREED. FRY REGLET, DS-75-75 -� <br />I <br />I � <br />ALUM. STOREFRONT <br />SYSTEM. RE: A601 <br />SIDEWALK <br />SLOPE 1% MIN - <br />2% MAX <br />TO FLR SLAB <br />0'-0" AFF <br />Canopy Section <br />Scale 112"=T-0" <br />LIGHT GAUGE FRAMING. <br />RE:STRUCTURAL <br />- STRUCTURAL STEEL, <br />RE: STRUCTURAL <br />-- -- GYP BOARD SHEATHING <br />I f( <br />L----------� <br />ALL FRAMED EXTERIOR WALLS <br />TO BE FILLED WITH MIN. R19 <br />BATTEN INSULATION. (NOT <br />SHOWN FOR CLARITY) <br />ALL EXTERIOR FRAMED WALLS <br />TO BE MIN 1 HR FIRE RATED. <br />EXTEND SHEATHING ALL THE <br />WAY TO UNDERSIDE OF ROOF <br />DECK. RE: UL DETAIL U415 <br />Y2" EXP. JOINT BETWEEN EDGE <br />OF SLAB AND SIDEWALK <br />CONCRETE SLAB ON COMPACTED GRADE <br />W/ VAPOR BARRIER, RE:STRUCTURAL <br />COLUMN FOOTING BEYOND. <br />RE:STRUCTURAL <br />B-C, B D <br />i <br />TO TRUSS I RE: A502-2 FOR ROOF <br />RIDGE DETAIL <br />26'-6" AFF � i n <br />12 / 12 <br />ELF -SEALING <br />/ / \ \ GLES OVER 30# <br />18 <br />HIGH PITCHED ROOF ELT OVER 5/8" FRT <br />BEYOND. RE: ROOF PLAN / / LYWOOD <br />SHINGLES. SEE NOTE AT RIGHT. I / / / / RE: A502-16 FOR ROOF <br />TERMINATION DETAIL <br />RE: A501-2 FOR TYP <br />PARAPET WALL DETAIL <br />PREFIN ALUM GUTTER T19D INTO <br />DOWNSPOUT HIDDEN IN COLUMN/ <br />BEYOND. ALL DOWNSPOUTS TO BE 12 / RE: Al41 FOR ROOF <br />TIED DIRECTLY INTO SITE STORM SYSTEM INFORMATION <br />DRAINAGE SYSTEM UNDERGROUND. 5 <br />RE: ROOF PLAN & A502-4 ' T-4" <br />_ _ _ _ _ _ 1/4" PE FT <br />B 0 TRUSS - -_ - - <br />FRAMING--- -- ---- -- --_ - --� I MINS PE <br />18'-4" AFF -- - - - j <br />JOIST BEARING- <br />1 T-8" AFF <br />RE: A502-1 FOR ROOF - - <br />EAVE DETAIL <br />i ICONTINUE ROOF INSULATION <br />I UNDER TRUSS TO EXTERIOR WALL <br />CHANNEL SCREED, FRY <br />REGLET, PCS-75-75 <br />i <br />STRUCTURAL STEEL, <br />FUTURE SIGN BY TENANT RE: STRUCTURAL <br />REPLACE DENS GLASS WITH - <br />FRT PLYWOOD FOR 4' X 12' <br />AREA BEHIND EACH FUTURE - LIGHT GAUGE FRAMING. <br />SIGN. RE: ELEVATIONS. RE:STRUCTURAL <br />3/4" STUCCO OVER 5/8" - <br />DENSGLASS SHEATHING I STRUCTURALSTEEL., <br />/ RE: STRUCTURAL <br />B 0 SOFFIT l j <br />FRAMING ------ j -�-- <br />9' 0"AFF ---- ---,� -- GYP BOARD SHEATHING <br />I I ALL FRAMED EXTERIOR WALLS <br />I TO BE FILLED WITH MIN. R19 <br />CANVAS AWNING OVER ALUM. FRAME. I BATTEN INSULATION. (NOT <br />G.C. TO PROVIDE SIGNED & SEALED i I I SHOWN FOR CLARITY) <br />SHOP DWGS FROM A FL. REGISTERED <br />ENGINEER TO THE ARCHITECT FOR <br />REVIEW & AS NEEDED FOR PERMITTING I ALL EXTERIOR FRAMED WALLS <br />I I TO BE MIN 1 HR FIRE RATED. <br />EXTEND SHEATHING ALL THE <br />DRIP SCREED. FRY REGLET, DS-75-75 I I WAY TO UNDERSIDE OF ROOF <br />DECK. RE: UL DETAIL U415 <br />I I <br />ALUM. STOREFRONT <br />SYSTEM. RE: A601 , <br />I <br />SIDEWALK <br />SLOPE 1% MIN - I <br />2% MAX <br />TO FLR SLAB <br />0'-0" AFF <br />2 Canopy Section <br />Scale 1/2"=1'-0" <br />L---------J <br />Y2" EXP. JOINT BETWEEN EDGE <br />OF SLAB AND SIDEWALK <br />CONCRETE SLAB ON COMPACTED GRADE <br />Wl VAPOR BARRIER, RE:STRUCTURAL <br />COLUMN FOOTING BEYOND. <br />RE:STRUCTURAL <br />TO MASONRY <br />20'-0" AFF <br />OIL JOIST BEARING <br />16'-4" AFF <br />PREFIN. ALUM <br />SCUPPER BOX <br />BEYOND. RE: <br />A502-12 & 13 <br />PREFIN. ALUM <br />DOWNSPOUT BEYOND. <br />RE: ROOF PLAN FOR <br />LOCATIONS AND SIZES. <br />EIFS TRIM. <br />RE: A502-8 <br />STUCCO FINISH ------ __ <br />ALL DOWNSPOUTS TO BE <br />TIED DIRECTLY INTO SITE <br />STORM DRAINAGE <br />SYSTEM UNDERGROUND. <br />RE: ROOF PLAN. <br />CONT. EXPANSION <br />JOINT BETWEEN <br />SIDEWALK & WALL <br />SIDEWALK <br />SLOPE 1% MIN - <br />2% MAX <br />TO FLR SLAB ~ <br />0'-0" AFF <br />i <br />3 Wall Section <br />Scale 112"=1'-0" <br />PREFIN ALUM. PARAPET <br />CAP. RE: A501-1 <br />i <br />RE: A501-1 FOR TYP <br />PARAPET L DETAIL <br />RE: A141 FOR <br />ROOF SYSTEM <br />INFORMATION <br />-- <br />Y4" PER FT <br />MIN SLOPE <br />STRUCTURAL STEEL,1 1 <br />RE: STRUCTURAL <br />MASONRY WALL. <br />RE: STRUCTURAL <br />RE: A121 FOR <br />INTERIOR FINISH <br />INFORMATION <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 />Ln <br />0 <br />TO MASONRY <br />20'-0" AFF <br />JOIST BEARING <br />14'-8" AFF <br />OIL TO FLR SLAB <br />0'-0" AFF <br />PREFIN. ALUM <br />SCUPPER BOX <br />BEYOND. RE: <br />A502-12 & 13 <br />PREFIN. ALUM <br />DOWNSPOUT BEYOND. <br />RE: ROOF PLAN FOR <br />LOCATIONS AND SIZES. <br />EIFS TRIM. - ---� <br />RE: A502-8 <br />STUCCO FINISH --------__ <br />ALL DOWNSPOUTS TO BE <br />TIED DIRECTLY INTO SITE <br />STORM DRAINAGE <br />SYSTEM UNDERGROUND. <br />RE: ROOF PLAN.--�� <br />CONT. EXPANSION <br />JOINT BETWEEN <br />SIDEWALK & WALL <br />SIDEWALK <br />SLOPE 1% MIN - <br />2% MAX <br />i <br />4 Wall Section <br />Scale 112"=1'-0" <br />PREFIN ALUM. <br />PARAPET CAP. <br />RE: A501-1 <br />RE: A501-1 FOR <br />TYP PARAPET <br />WALL DETAIL <br />r- RE: A141 FOR <br />IROOF SYSTEM <br />INFORMATION <br />I <br />1 %" PER FT <br />MIN SLOPE <br />I <br />STRUCTURAL STEEL, ! <br />RE: STRUCTURAL ---' <br />MASONRY WALL. <br />RE: STRUCTURAL <br />RE: Al21 FOR <br />�J <br />INTERIOR FINISH <br />INFORMATION \- <br />i <br />CONT. EXPANSION <br />JOINT BETWEEN <br />FLOOR SLAB & <br />WALL. RE: <br />STRUCTURAL <br />CONCRETE SLAB <br />ON GRADE WI <br />VAPOR BARRIER <br />RE: STRUCTURAL <br />CONT FOOTING <br />RE: STRUCTURAL <br />U <br />O <br />C. <br />0 <br />�L <br />V <br />co I ao <br />� L O Co <br />U <br />` <br />a) O -� 0 <br />N u' Cu LL <br />z <br />.� Q j <br />w <br />�CHU) <br />U <br />0 <br />E <br />E <br />0 <br />I <br />co <br />I <br />Co LL <br />CnZ)ui p <br />06 <br />z <br />�Y >+ O <br />w <br />�U)CLU) <br />0 <br />inYON) d <br />a <br />U <br />0 <br />w <br />J F- WU/�� <br />n <br />F- <br />F- V ) <br />w <br />w <br />m <br />z <br />} o <br />w r) <br />e, <br />m ,. <br />m <br />d <br />z <br />wu <br />z <br />O <br />w <br />U) <br />m <br />m <br />ui <br />w <br />a- <br />m <br />o <br />Q <br />LLl <br />J <br />W <br />d <br />ti <br />Z <br />Cm <br />O <br />F- <br />U <br />C;; <br />o <br />in <br />z o <br />Lu <br />N <br />W <br />o <br />U <br />0 <br />Q <br />a <br />o <br />0 <br />Q <br />Y <br />U c9 <br />Lu <br />U <br />A302 <br />