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EXISTING BUILDING <br />EXISTING WALL TO REMAIN <br />3'-011 <br />5 <br />� V-10 <br />I <br />EXISTING SIDEWALK cq 1-6n <br />TO REMAIN o <br />-z�----------------- ----- - <br />Z S�7 <br />3' 0" EXISTING ROOF <br />SOFFIT TO REMAIN <br />46'-2" <br />EXISTING BUILDING <br />EXISTING WALL TO REMAIN <br />4 <br />A-1.0 <br />Q LLEXISTING SIDEWALK <br />w > �- TO REMAIN 31_011 -0 3 <br />— � 1 n <br />--------------------- —I j EXISTING ROOF o �---------------------_ <br />M - Q �_- SOFFIT TO REMAIN cn <br />11 " I NEW CMU COLUMNS - SEE <br />NEW FACADE -SEE I 3-0 � 3'-0" o > 3'-0" <br />ELEVATIONS & SECTIONS 'v'K - _ I ELEVATIONS & SECTIONS <br />v--------- --------- - - -- --_ - ----- -_SS TYPICAL <br />1 11 20'-7111 ch 20'-711' 20'-7111 th 20'-71" 1 11 <br />46 -2:24 a a a a 40 -0 <br />1 FLOOR PLAN <br />S-1 SCALE: 3132" = V-0" <br />EXISTING BUILDING <br />EXISTING WALL TO REMAIN <br />5 31-On <br />0 - <br />0 <br />1 <br />I <br />Y I <br />J I I ch <br />cn <br />3'-6" v 3'-6ll EXISTING SIDEWALKIrl <br />p > o <br />0, TO REMAIN <br />NEW FACADE -SEE M EXISTING ROOF M 3' 0" <br />ELEVATIONS & SECTIONS SOFFIT TO REMAIN <br />40'-0" 40'-0" <br />STUCCO ON %" CDX PLYWOOD ON METAL LATH ON <br />Y8' STUCCO ON 5/" CDX PLYWOOD ON METAL LATH ON 4 15# FELT ON PRE-ENGINEERED WOOD TRUSS TYP. <br />15# FELT ON PRE-ENGINEERED WOOD TRUSS TYP. <br />5 5 <br />A-1.0 <br />FOAM CORNICE LID <br />SE <br />E SECTION <br />FOAM BAND ::.. <br />t _ <br />SEE SECTION <br />=; 5/8" STUCCO ON 16" S }` 5/8" STUCCO ON 16" SQ--..- _ FOAM B) <br />ti CMU PILASTER WITH r` % ��� �' ; ; /�� Y' <br />��h• '� -• �� a'. � �M CMU PILASTER WITH �;` � � SEE SEC <br />REBAR FILL WITH CONIC. r >= REBAR FILL WITH CONC. `- <br />SEE STRUCT. DWG. " SEE STRUCT. DWG. <br />s. :, W <br />5/8" STUCCO ON 24" SQ. CM 5/8" STUCCO ON 24" SQ. CM <br />PILASTER WITH REBAR FILL PILASTER WITH REBAR FILL <br />WITH CONC. SEE STRUCT. DWG. WITH CONC. SEE STRUCT. DWG. <br />EE <br />2 FRONT ELEVATION <br />S-1 SCALE: 3/32" = V-0" <br />ATTACHMENT OF 5/8" <br />CDX PLYWOOD TO <br />METAL STUDS NO. 12 x <br />1" PHILLIPS <br />WAFER -HEAD SCREWS _ <br />@ fill o.c. <br />N <br />C�31i <br />PRE-ENGINEERED, <br />PRE -FABRICATED <br />WOOD TRUSS <br />600T150-54 CONT. TRACK. <br />CONNECT TO EACH <br />VERTICAL TRUSS w/ (2) <br />SIMPSON SD#9 x 1Y" <br />WOOD SCREWS <br />PLYWOOD TO BE <br />ATTACHED TO VERT. <br />MEMBERS w/ 8d NAILS <br />@ 6" o.c. <br />362S162-43 (18 GA.) @ 32" <br />362S162-43 (18 GA.) @ 16" <br />CONT. TRACK <br />BEYOND - SEE NOTE <br />ABOVE FOR <br />ATTACHMENT TO <br />WOOD TRUSS <br />FILL PILASTER w/ 3000 <br />p.s.i. FILLED CELL <br />GROUT (8"-11" SLUMP) <br />ii 00 <br />LU <br />> <br />O <br />J <br />W <br />U- <br />NOTE: <br />METAL CAP ALL STUD TO TRACK CONNECTIONS SHALL BE <br />(2) NO. 12 SELF -DRILLING, SELF -TAPPING <br />FOAM CORNICE SCREWS. (1) SCREW IN EACH FLANGE. <br />SEE ELEV. <br />NOTE: <br />SHADING INDICATES EXISTING CONSTRUCTION. <br />362T150-54 (16 GA.) CONT. - <br />TRACK ATTACHED TO <br />MASONRY w/ (2) Ya" DIAM. <br />CONCRETE SCREWS @ 16" <br />o.c. AND TO WOOD w/ (2) <br />SIMPSON SD#9x1Y2' WOOD <br />SCREWS @ EA. VERT. <br />NOTE: <br />NEW STEEL STUD FRAMING IS TO EXTEND <br />ALONG FACE OF EXISTING WOOD FRAMING AND <br />CONNECT TO WOOD w/ (2) SIMPSON SD#9 x <br />WOOD SCREWS @ 8" o.c. <br />VERTICAL MEMBERS OF TRUSS TO BE SPACED <br />AT A MAXIMUM OF 24" o.c. TO ALLOW FOR <br />ATTACHMENT OF PLYWOOD SHEATHING <br />600S162-43 (18 GA.) <br />STEEL STUDS @ 16" D.C. <br />362S162-43 (18 GA.) BRIDGED <br />PERPENDICULAR TO BRACES <br />@ 32" D.C. ATTACH TO BRACE <br />w/ (2) #12 METAL SCREWS <br />(SELF- DRILLING, <br />SELF -TAPPING) <br />(2) - SIMPSON MGT GIRDER TIE -DOWNS <br />�'..' <br />AT TOP OF PIER. EACH TIE -DOWN TO <br />HAVE (1) %" DIA. ALL -THREAD BOLT <br />EMBEDDED INTO MASONRY AND 22 10d <br />NAILS INTO TRUSS. ALL INSTALLED <br />' <br />PURSUANT TO MANUFACTURER'S <br />SPECIFICATIONS. <br />'• <br />M, •� <br />101-011 <br />A <br />4 #5 VERTICAL #3 TIES @ 10" D.C. <br />u•s <br />:•�., ti•,� !,it 6 <br />' K <br />30" BAR LAP v <br />N ' t�~• <br />+t . DOWEL OUT OF FOOTING <br />. tt •.'•� . . - { � � : ., a d <br />FOOTING SIZE PER <br />PLAN AND SCHEDULE <br />3" CLEAR COVER TO <br />FOOTING REINFORCING <br />TYPICAL PILASTER REINFORCING (14 LOCATIONS <br />4 SECTION <br />S-1 SCALE: 1/2" = V-0" <br />EXIST CMU WALL TO REMAIN <br />EXIST SLAB TO REMAIN <br />FOAM CORNICE <br />SEE ELEV. <br />Y/" STUCCO ON <br />CDX PLYWOOD ON <br />METAL LATH ON 15# <br />FELT ON PRE-ENGINEERED LL <br />WOOD TRUSS TYP. _ it <br />co W <br />EXIST ROOF m o <br />TO REMAIN w <br />U- <br />FOAM BAND <br />SEE ELEV. <br />METAL CAP <br />a. <br />CV r <br />SINGLE MEMBRANE ON PEAL & STICK ON <br />CDX PLYWOOD ON METAL STUDS RAFTER <br />ATTACHED TO EXIST. ROOF WITH NEW <br />PRE-ENGINERED WOOD GIRDER TRUSS. <br />(SEE STRUCTURAL) <br />NEW 3%" METAL STUD <br />BRACING AT (SEE / <br />STRUCTRAL) <br />EXIST ROOF <br />STRUCT. TO <br />REMAIN <br />(2) - 2x4 ADDED BELOW <br />..` PRE-ENGINEERED TRUSS <br />:ter t i : FOR SOFFIT DRIP EDGE <br />; :. <br />4 <br />tL 60 ty�" <br />co W <br />0 > <br />J <br />U- <br />:•:. .... •� r <br />EXIST. ASPHALT '' ;:.,�,s::,•:': <br />PAVEMENT TO ` <br />REMAIN �;;. {• <br />10'-0" <br />5/8" STUCCO ON 16" SQ. CMU PILASTER WITH <br />REBAR FILL WITH CONC. SEE STRUCT. DWG. <br />5/8" STUCCO ON 24" SQ. CMU PILASTER WITH <br />REBAR FILL WITH CONC. SEE STRUCT. DWG. <br />EXISTING SIDEWALK <br />TO REMAIN <br />CONC. FOOTING <br />SEE STRUCT. -- - <br />5 SECTION <br />S-1 SCALE: 1/2" = V-0" <br />STUCCO CEILING ON METAL LATH <br />ON 15 # FELT ON 5/" CDX PLYWOOD <br />ON 35/" METAL STUD AT 24" O.0 <br />EXIST CMU WALL TO REMAIN <br />EXIST SLAB TO REMAIN <br />EXIST ROOF <br />TO REMAIN <br />4#5VERTI-,.--„ <br />TYPICAL PILASTER REINFORCING (14 LOCATIONS <br />SECTION <br />CIS, <br />-1 SCALE: 1/2" = V-0" <br />FOOTING SCHEDULE <br />SIZE <br />THICKNESS <br />RE-INFORCING <br />3'-011 x 3'-0" <br />1211 <br />4 #5 EACH WAY BOTTOM <br />3'-6" x T-6" <br />12" <br />4 #6 EACH WAY BOTTOM <br />MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3000 p.s.i. @ 28 DAYS <br />REINFORCING STEEL: A615-60 MIN. YIELD STRENGTH - 60,000 p.S.i. <br />%" STUCCO ON 5/" CDX <br />PLYWOOD ON METAL <br />LATH ON 15# FELT ON <br />PRE-ENGINEERED <br />WOOD TRUSS TYP. <br />00 <br />I <br />e•. <br />r <br />FOAM BAND <br />SEE SECTION <br />5/8" STUCCO <br />ON 24" SQ. CMU <br />5/8" STUCCO ON 16" SQ. <br />PILASTER WITH REBAR FILL <br />CMU PILASTER WITH <br />WITH CONC. SEE STRUCT. DWG. <br />REBAR FILL WITH CONC. <br />SEE STRUCT. DWG. <br />SCALE: 3/32" = V-0" <br />1" CLEAR TO INSIDE OF <br />FACE SHELL (16" UNITS) <br />z� <br />N <br />M <br />ARCHITECTS <br />FIRM REGISTRATION *AA0002671 <br />CSJM ARCHITECTS, INCORPORATED <br />700 CENTRAL AVENUE, SUITE 200 <br />ST. PETERSBURG, FLORIDA 33701 <br />SLp 1 0 <br />F.E.#20663 <br />MICHAEL TINNEN <br />Q <br />� <br />Ln <br />Q <br />� <br />M <br />J <br />� <br />M <br />� <br />J <br />J <br />� <br />m <br />Ll.. <br />W <br />� <br />J <br />J <br />V) <br />z <br />QLu <br />_..1 <br />U <br />2 <br />Z <br />Inn <br />ry <br />�o= <br />� <br />W <br />N <br />SCHEMATIC DESIGN: <br />DESIGN DEVELOPMENT: <br />PERMIT: TBD <br />BIDDING: <br />CONSTRUCTION DOGS: 09-06-13 <br />REVISIONS: <br />DESCRIPTION <br />DATE <br />0 <br />0 <br />DRAWN BY: APPROVED BY: CBS <br />CHECKED BY: SCALE: <br />SITE PLAN <br />FLOOR PLAN <br />ELEVATIONS <br />& SECTIONS <br />s.1 <br />