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SPRINKLER HEAD <br />/ \ \ TURNED UP TO <br />PROTECT STRUCTURE <br />12 / / \ \ 12 <br />18 / / \ \ 18 SHINGLES. SEE <br />NOTE AT LEFT <br />STAINLESS STEEL FLAG POLES AND <br />BASE. G.C. TO PROVIDE SIGNED & / / \ LIGHT GAUGE ROOF <br />SEALED SHOP DWGS FROM A FL. / / \ \ TRUSSES. RE: <br />REGISTERED ENGINEER TO THE / / \ \ STRUCTURAL DWGS <br />ARCHITECT FOR REVIEW & AS NEEDED <br />FOR PERMITTING <br />� j STAINLESS STEEL <br />PCE� / / / \ \ \ PCA� GUTTER TO <br />DOWNSPOUT <br />SELF-SEALING SHINGLES OVER 30# <br />FELT OVER 5/8" FRT PLYWOOD <br />� \ \ <br />1-10 4 6 8'-5" 7-5' 1'-6" 2'-2' <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 />12 / / I \ \ 12 <br />CHANGE IN 12 / / \ \ �12 <br />TRUSS PITCH <br />35'-2" AFF <br />r r \ \ <br />r r \ \ <br />0 <br />--- —------ ---- -- —— — — — — — — — — -- — i <br />TRUSS BEARING -_-------.--_----------- - ---_---J <br />32'-0" AFF / <br />ROOF EAVE. RE: PCA502 <br />TO FRAMING <br />OPENING o o Q ROOF EAVE. <br />�' o ✓ I 29'-11"AFF RE: PCA502 -- i � oo�o � <br />3/4" STUCCO OVER 5/8" - I I \ o o ✓ J L <br />STUCCO OVER <br />DENSGLASS SHEATHING i i o SHEATHING <br />CULTURED STONE VENEER <br />o <br />0 o r ✓ z METAL PANELS. RE: <br />{ o r w -- PCA502 FOR ROOF <br />Lu PARAPET WALL <br />I��OwS AROUND Cp --= DETAILS <br />TO PUBLIX CMU STAINLESS _ <br />26'-0" AFF _ I i DOWNSPOUT TO STEEL <br />B 0 FRAMING <br />Ak OPENING <br />23'-8" AFF <br />�-. TO BEAM <br />23'-2" AFF <br />SPANDREL WINDOW <br />EIFS TRIM. RE: PCA501 - -/ <br />STEEL BEAM, RE: STRUCTURAL <br />CULTURED STONE <br />VENEER OVER FRT <br />PLYWOOD SHEATHING <br />LIGHT GAUGE FRAMING. <br />RE: STRUCTURAL <br />STEEL BRACING. RE: --- <br />STRUCTURAL <br />STEEL BEAM. RE: STRUCTURAL <br />B O BEAM <br />13'-0" AFF <br />B 0 CLNG FRAMING <br />12'-6" AFF <br />B 0 SOFFIT <br />FRAMING AT <br />ARCH PEAK <br />11'-0" AFF <br />BASE CURB, STONE WAINSCOT, - <br />AND SILL BEYOND <br />RIBBON CURBS AT DOORS. <br />FLUSH WITH PUBLIX FINISH <br />FLOOR ELEVATION. <br />RE: PCA110-4 FOR SIDEWALK PLAN <br />SLOPE 1 % MIN - 2% MAX <br />TO FLR SLAB <br />0'-0" AFF <br />COLUMN FOOTING BEYOND. <br />RE: STRUCTURAL <br />PUBLIX FOOTING. RE: PUBLIX <br />DWGS. EXTEND AS NEEDED <br />TO SUPPORT RIBBON CURB. <br />1 Tower Section <br />SCALE: 1/2"=1'-0" <br />PROVIDE 112" EXP. <br />JOINT BETWEEN PUBLIX <br />WALL & RIBBON CURB <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 1-112" BLOCKING AND HAT CHANNELS OVER THE <br />FRAMING FOR SHEATHING ATTACHMENT. <br />r <br />rl <br />00 <br />�a <br />W <br />00 <br />tV y <br />M O <br />^�, <br />W <br />>o E <br />• �..� <br />o <br />Q o O <br />U <br />o `moo. <br />0 <br />N <br />0 <br />CL <br />O <br />L_ <br />ow <br />Z <br />CU J 00 <br />c� <br />•�aJ <br />�Qco <br />co <br />- <br />w <br />Ega <br />w Ic a <br />J M I- <br />U <br />f <br />0 <br />E <br />0 <br />CL <br />N <br />-+-a <br />cu <br />O �y <br />� ) <br />0 <br />�=J <br />.:� 0' <br />�U) TELL U)' <br />®eNCL' <br />Cl) <br />0 <br />S_ <br />0 I' <br />Cu <br />uj x <br />F_ I- <br />w , <br />i <br />m <br />0 <br />0 <br />"' <br />m <br />SQ <br />D <br />2 <br />2 <br />0 <br />w <br />W <br />> <br />> <br />x <br />x <br />x <br />�- <br />J <br />J <br />J <br />a <br />m <br />m <br />m <br />O <br />O <br />VV <br />O <br />N <br />CV <br />O <br />w <br />m <br />LaL <br />N <br />N <br />N <br />N <br />J <br />o <br />z rn <br />q <br />C? <br />U to <br />lyl o <br />LO <br />� N <br />w <br />O <br />o <br />w <br />Z <br />o <br />Y <br />m <br />w <br />