Laserfiche WebLink
PCB 1 <br />i <br />I <br />2'4' 3'-8" 6'-0" <br />- 12 <br />18 <br />A SHINGLES. SEE <br />NOTE ATLErT <br />12 r \ \ <br />TO PUBLIX CMU RE: PCA502 FOR ROOF <br />26'-0" AFF 18 / TERMINATION <br />AND <br />PARAPET <br />DETAILS <br />RE: PCA502 FOR ROOF RIDGE DETAIL---' <br />SELF-SEALING SHINGLES OVER 30# <br />FELT OVER 5/8" FRT PLYWOOD <br />ROOF SYSTEM. <br />/ / ! RE: PUBLIX DWGS <br />! r <br />/ /-- ROOF FRAMING. <br />RE: PUBLIX DWGS <br />12 <br />CHANGE IN 5 <br />TRUSS PITCH <br />18'-10" AFF <br />S.S. GUTTER TIED INTO DOWNSPOUT <br />HIDDEN IN COLUMN BEYOND. ALL <br />DOWNSPOUTS TO BE TIED DIRECTLY �`- LIGHT GAUGE ROOF <br />INTO SITE STORM DRAINAGE SYSTEM � <br />TRUSSES. RE: <br />UNDERGROUND. RE: ROOF PLAN = <br />! STRUCTURAL DWGS <br />_ II <br />TRUSS BEARING <br />15'-8" AFF ^� - SPRINKLER HEAD <br />� I I TURNED UP TO <br />PROTECT STRUCTURE <br />ROOF EAVE. RE: PCA502 <br />_.. 1--_ - <br />STEEL BEAM. RE: STRUCTURAL..- = - -- RE: CANOPY STRUCTURAL <br />I ! RDWGS FOR INFORMATION <br />REGARDING TRUSS <br />� � -- - - - - - -- - -- -- -- - - - - SUPPORT AT PUBLIX WALL <br />B 0 CLNG FRAMING <br />12'-6" AFF I _, J - <br />- - - <br />RE: CANOPY STRUCTURAL <br />LIGHT GAUGE FRAMING. - — - — - --- I III DWGS FOR INFORMATION <br />RE: STRUCTURAL . ! ( III SPRINKLER HEAD / REGARDING ALL FILLED <br />CELLS THAT HAVE BEEN <br />B 0 SOFFIT FRAMING I _ _ SOFFIT BEYOND - - ADDED TO THE TYPICAL <br />/ PUBLIX WALL DESIGN <br />10'-2" AFF - - <br />t CONTINUOUS CEILING VENT - <br />-� / I MASONRY WALL. <br />3/4" STUCCO OVER 5/8 / RE: PUBLIX DWGS <br />DENSGLASS SHEATHING / / I I <br />STUCCO OVER SHEATHING <br />EIFS TRIM. RE: PCA501 --' % j I I - <br />-STUCCO FINISH ON <br />I \\\ EIFS TRIM BEYOND. RE: PCA501 EXTERIOR OF WALL <br />i <br />DRIP SCREED. FRY REGLET, DS-75-75 <br />I �,h -STEEL COLUMN BEYOND. RE: PUBLIX DWGS <br />RE: STRUCTURAL FOR INFO REGARDING <br />STUCCO FINISH OVER LIGHT ---------- -- - ! I I FINISHES ON <br />GAUGE COLUMN BEYOND ! I I INTERIOR OF WALLS <br />I I T-6" <br />01 <br />10 <br />-- PROVIDE 1/2" EXP. <br />! I I JOINT BETWEEN PUBLIX <br />BASE CURB, STONE WAINSCOT, WALL AND BASE CURB <br />AND SILL BEYOND <br />„ <br />PROVIDE 1/2 EXP. <br />BASE CURB, STONE WAINSCOT, JOINT BETWEEN BASE <br />i AND SILL, RE: PCA501 CURB AND SIDEWALK <br />RE: PCA502 FOR <br />ROOF RIDGE DETAIL <br />12 � 12 <br />SHINGLES. SEE 18 / \ 18 <br />NOTE AT LEFT <br />T 0 DORMER <br />FRAMING <br />AFF 12 _ - - - / � / \ \ \ � � SHINGLES. SEE <br />_ _ _ NOTE AT LEFT <br />zztSELF-SEALING SHINGLES OVER 30# - - -- --I— 6 / / \ \ <br />FELT OVER 5/8" FRT PLYWOOD j ! <br />RE: PCA502 FOR ROOF <br />TERMINATION AND <br />FASCIA BOARD PARAPET WALL <br />DETAILS <br />TO PUBLIX CMU <br />26'-0" AFF <br />SPANDREL WINDOW <br />EIFS TRIM. RE: PCA501 <br />SHINGLES. SEE NOTE ABOVE <br />CHANGE IN <br />TRUSS PITCH ! ! / / ROOF SYSTEM. <br />22'-0" AFF tea, ! ! / RE: PUBLIX DWGS <br />S.S. GUTTER TIED INTO 12 <br />DOWNSPOUT HIDDEN IN <br />5 ROOF FRAMING. <br />COLUMN BEYOND. ALL - RE: PUBLIX DWGS <br />DOWNSPOUTS TO BE TIED <br />DIRECTLY INTO SITE STORM <br />DRAINAGE SYSTEM �- LIGHT GAUGE ROOF <br />UNDERGROUND. <br />TRUSSES. RE: <br />TRUSS BEARING <br />y -------------------------- -- ----------------� � STRUCTURAL DWGS <br />18'-10" AFF 1 <br />J/ I SPRINKLER. HEAD <br />ROOF EAVE. RE: PCA502 ! TURNED UP TO <br />PROTECT STRUCTURE <br />,STEEL BEAM. RE: STRUCTURAL <br />RE: CANOPY STRUCTURAL <br />I I DWGS FOR INFORMATION <br />EIFS TRIM. RE: PCA501 REGARDING TRUSS <br />I I SUPPORT AT PUBLIX WALL <br />LIGHT GAUGE FRAMING. - ---- -- - -_.-- - I I STEEL BEAM, RE: STRUCTURAL �I <br />I <br />RE: STRUCTURAL <br />B 0 BEAM I / - LIGHT GAUGE FRAMING.--- <br />/ RE: STRUCTURAL <br />AFF I I <br />B 0 CLNG FRAMING-- <br />12'-6" AFF <br />B 0 SOFFIT �/ - ° - RE- CANOPY STRUCTURAL <br />FRAMING AT ---4 - -- \ <br />DWGS FOR INFORMATION <br />SPRINKLER HEAD <br />--ARCH PEAK-%--�--- - �, `� REGARDING ALL FILLED <br />Y 12`-0" AFF i ! --------I ------ �\ /✓ CELLS THAT HAVE BEEN <br />I I SOFFIT BEYOND -� ADDED TO THE TYPICAL <br />PUBLIX WALL DESIGN <br />3/4" STUCCO OVER 5/8" ---I --- - -- - I - �� --- - --- --- - --- - ----- ---- <br />DENSGLASS SHEATHING <br />-- CONTINUOUS CEILING VENT --- MASONRY WALL. <br />I I RE: PUBLIX DWGS <br />DRIP SCREED. FRY REGLET, DS-75-75 �r STUCCO OVER SHEATHING <br />- \ -- - - STUCCO FINISH ON <br />ARCHED SOFFIT BEYOND EXTERIOR OF WALL <br />--- -- STEEL COLUMN BEYOND. RE: PUBLIX DWGS <br />I I RE: STRUCTURAL FOR INFO REGARDING <br />I I FINISHES ON <br />STUCCO FINISH OVER LIGHT -- -- -- I I INTERIOR OF WALLS <br />GAUGE COLUMN BEYOND I I 8'-6" <br />I I PROVIDE 1/2" EXP. <br />! I I ! JOINT BETWEEN PUBLIX <br />I I ! BASE CURB, STONE WAINSCOT, WALL AND BASE CURB <br />I ! AND SILL BEYOND <br />PROVIDE 1/2" EXP. <br />T- BASE CURB, STONE WAINSCOT, JOINT BETWEEN BASE <br />- / AND SILL. RE: PCA501 CURB AND SIDEWALK <br />, 1'-6" , 10" , T-8" 6'-4" <br />SELF-SEALING SHINGLES OVI <br />FELT OVER 5/8" FRT PLYW00 <br />S.S. GUTTER TIED INTO <br />DOWNSPOUT HIDDEN IN <br />COLUMN BEYOND. ALL <br />DOWNSPOUTS TO BE TIED <br />DIRECTLY INTO SITE STORM <br />DRAINAGE SYSTEM <br />UNDERGROUND. <br />TO ARCHED <br />FRAMING <br />28'-10" AFF l <br />ROOF EAVE. <br />RE: PCA502 <br />TO PUBLIX CMU <br />26'-0" AFF <br />CHANGE IN <br />TRUSS PITCH <br />25'-2" AFF <br />LIGHT GAUGE FRAMING. <br />RE: STRUCTURAL <br />TRUSS BEARING- <br />22'-0" AFF <br />STEEL BEAM. RE: STRUCTURAL—� <br />LIGHT GAUGE FRAMING. - <br />RE: STRUCTURAL <br />REPLACE DENS GLASS WITH -- -� <br />FRT PLYWOOD FOR 10' X 20' <br />AREA BEHIND FUTURE SIGN. <br />RE: ELEVATIONS. <br />i/ <br />PUBLIX SIGN, BY <br />TENANT , <br />3/4" STUCCO OVER 5/8" - <br />DENSGLASS SHEATHING <br />B 0 BEAM <br />13-0" ­AFF L <br />B 0 CLNG FRAMING <br />B 0 SOFFIT <br />FRAMING <br />12'-0" AFF <br />DRIP SCREED. FRY REGLET, <br />DS-75-75 <br />STUCCO FINISH OVER LIGHT <br />GAUGE COLUMN BEYOND <br />OIL TO FLR SLAB <br />0'-0" AFF <br />I I <br />I I <br />I I <br />L-----------J <br />3 Canopy Section <br />SCALE: 112"=1'-0" <br />i PCA ' <br />i <br />I 12 <br />RE: PCA502 FOR <br />18 ROOF RIDGE DETAIL <br />\ <br />\ \ SHINGLES. SEE <br />\ NOTE AT LEFT <br />1 i RE: PCA502 FOR ROOF <br />! <br />! TERMINATION AND <br />I f PARAPET WALL <br />I DETAILS <br />! <br />! <br />I <br />�1 <br />ROOF SYSTEM. <br />RE: PUBLIX DWGS <br />ROOF FRAMING. <br />RE: PUBLIX DWGS <br />�- � <br />RE: CANOPY STRUCTURAL <br />DWGS FOR INFORMATION <br />\ <br />REGARDING TRUSS <br />SUPPORT AT PUBLIX WALL <br />-- <br />SPRINKLER HEAD <br />TURNED UP TO <br />PROTECT STRUCTURE <br />�- <br />LIGHT GAUGE ROOF <br />TRUSSES. RE: <br />STRUCTURAL DWGS <br />RE: CANOPY STRUCTURAL <br />DWGS FOR INFORMATION <br />REGARDING ALL FILLED <br />CELLS THAT HAVE BEEN <br />ADDED TO THE TYPICAL <br />PUBLIX WALL DESIGN <br />MASONRY WALL. <br />RE: PUBLIX DWGS <br />STUCCO FINISH ON <br />EXTERIOR OF WALL <br />RE: PUBLIX DWGS <br />FOR INFO REGARDING <br />FINISHES ON <br />INTERIOR OF WALLS <br />PROVIDE 1/2" EXP. <br />JOINT BETWEEN PUBLIX <br />WALL AND BASE CURB <br />PROVIDE 1/2" EXP. <br />JOINT BETWEEN BASE <br />CURB AND SIDEWALK <br />CONCRETE SLAB. <br />RE: PUBLIX DWGS <br />CANOPY SECTION GENERAL NOTES <br />1. REFER TO CANOPY STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION <br />REGARDING CANOPY FOUNDATIONS, COLUMNS, BEAMS, LIGHT GAUGE FRAMING, AND <br />TRUSS WORK. <br />2) THE CEILING SHEATHING SHALL BE SUPPORTED @ 16" OC MAX EACH WAY. OPTION 1- <br />SPACE THE LIGHT GAUGE FRAMING @ 16" OC. OPTION 2 - SPACE THE LIGHT GAUGE <br />FRAMING @ 24" OC AND PROVIDE 1-1/2" BLOCKING AND HAT CHANNELS OVER THE <br />FRAMING FOR SHEATHING ATTACHMENT. <br />Cn 'c N <br />N v' <br />0 <br />Ed <br />00 <br />0 <br />M p <br />v � <br />>o E <br />0 .4 0 do 0 <br />U w � U <br />V <br />J ri U <br />Vp C14' <br />� <br />U <br />C <br />0 <br />L <br />v W <br />z <br />CD 00 <br />CO <br />•SJ UM <br />OLu a" <br />z04 <br />z <br />w In <br />co F- <br />U <br />I <br />i <br />U) <br />0 <br />E <br />0 <br />II <br />f <br />N <br />Cu <br />o Q,1 <br />J CL <br />Cl) <br />0 <br />06_jz C <br />x0yo <br />w <br />I w <br />� I ®_ <br />Lu <br />Ow< W f <br />o N w <br />CL c <br />z <br />w vo <br />O ' <br />J <br />dQ <br />�- <br />z <br />Lu <br />s <br />w �- <br />0 <br />0 <br />'-'-' <br />co <br />Cn <br />D <br />o <br />2 <br />o <br />w <br />> <br />> <br />w <br />X <br />X <br />X <br />�- <br />_1 <br />J <br />J <br />2 <br />m <br />m <br />m <br />m <br />m <br />m <br />W <br />mmm� <br />mCD!�2zi <br />O <br />N <br />© <br />ti <br />iV <br />�I <br />O <br />I <br />w <br />CD <br />o <br />S <br />S <br />S <br />l <br />u�C <br />N <br />N <br />N <br />J <br />W <br />Of <br />0 <br />1 <br />o <br />CD <br />o <br />p <br />F- <br />co <br />c•5 <br />O <br />w <br />uj <br />Z <br />LU <br />s <br />d <br />O <br />a <br />U <br />U <br />