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EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING WALL TO REMAIN 5 A-1.0 4 A-1.0 �_j X Y I - IT cf?I EXISTING SIDEWALK q o EXISTING SIDEWALK I I `r TO REMAIN o a > p > o TO REMAIN -------------------- -------------------------------- a ---------------------------- ------------------ ------------------------� LL I �� EXISTING SIDEWALK �o W EXISTING ROOF I NEW CMU COLUMNS -SEE EXISTING ROOF EXISTING ROOF _� TO REMAIN o SOFFIT TO REMAIN NEW FACADE - SEE I p FFIT TO REMAIN I NEW FACADE - SEE ELEVATIONS & SECTIONS k _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�_ _ _ _ _ — — — — J I ELEVATIONS PICAL SECTIONS ELEVATIONS & SECTIONS SOFFIT TO REMAIN 46'-2" 46'-21' ' 20'-74' 20'-74" 20'-7k 20'-71" 40'-0" 40'-0" 40'-0" 0 (V A w > p J w Y8' STUCCO ON %" CDX PLYWOOD ON METAL LATH ON 15# FELT ON PRE-ENGINEERED WOOD TRUSS TYP. FOAM BAND SEE ELEV. EXISTING WALL TO 5 -1.0 METAL CAP FOAM CORNICE SEE ELEV. NEW 35/" METAL S BRACING AT 32" O (SEE STRUCT.) SINGLE MEMBRANE ON PEAL & STICK ON V CDX PLYWOOD ON METAL STUDS RAFTER ATTACHED TO EXIST. ROOF WITH NEW PRE-ENGINERED WOOD GIRDER TRUSS. (SEE STRUCTURAL) EXIST ROOF STRUCT. TO REMAIN Y (2) - 2x4 ADDED BELOW .Y. PRE-ENGINEERED TRUSS ,E•", FOR SOFFIT DRIP EDGE . r . Y. • r . Y. •• •: • 101-0" >- BD •:it .Y. N, ..y: :; .;, : • : %" STUCCO ON 16" SQ. CMU PILASTER WITH J w `'''� ' REBAR FILL WITH CONC. SEE STRUCT. DWG. LL . Y. .Y r !t :...::�,.: 5/8" STUCCO ON 24" SQ. CMU PILASTER WITH _:• `'� �� ' ::•:: REBAR FILL WITH CONC. SEE STRUCT. DWG. EXIST. ASPHALT PAVEMENT TO N:-� :;<' ::'•: ; EXISTING SIDEWALK REMAIN .,.:, ;-:; •:"''':• TO REMAIN �;. �. ad %X\��\��\��\��\�\ CONC. FOOTING 4 a (SEE STRUCTURAL) ~ 4 SECTION A-1.0 SCALE: 1/2" = V-0" EXISTING WALL TO REMAIN 1 FLOOR PLAN A-1.0 SCALE: 3/32" = V-0" FOAM CORNICE SEE ELEV. SCALE: 3/32" = V-0" 0 CV Y/" STUCCO ON CDX PLYWOOD ON METAL LATH ON 15# FELT ON PRE-ENGINEERED WOOD TRUSS TYP. - R co w EXIST ROOF is 0 TO REMAIN w FOAM BAND SEE ELEV. METAL CAP (V F— NEW 35/" METAL STUD BRACING AT (SEE / STRUCTRAL) SINGLE MEMBRANE ON PEAL & STICK ON 5/" CDX PLYWOOD ON METAL STUDS RAFTER ATTACHED TO EXIST. ROOF WITH NEW PRE-ENGINERED WOOD GIRDER TRUSS. (SEE STRUCTURAL) EXIST ROOF STRUCT. TO REMAIN (2) - 2x4 ADDED BELOW PRE-ENGINEERED TRUSS FOR SOFFIT DRIP EDGE STUCCO CEILING ON METAL LATH ON 15 # FELT ON 5/" CDX PLYWOOD ON 3%" METAL STUD AT 24" O.0 .Y. r• 10' 011 bo „1 -� EXIST CMU WALL TO REMAIN CDo ,W 5/8" STUCCO ON 16" SQ. CMU PILASTER WITH Lu . ` "" ``' REBAR FILL WITH CONC. SEE STRUCT. DWG. LL .Y. •f Y.;, EXIST SLAB TO REMAIN '- : :�� ,:=; �.;:= 5/8" STUCCO ON 24" SQ. CMU PILASTER WITH '' f{ �•':••• : ' REBAR FILL WITH CONC. SEE STRUCT. DWG. EXIST. ASPHALT oiv +�•-_••:�<• �.:•.::..• PAVEMENT TO EXISTING SIDEWALK REMAIN ,;!';=:�{�* "':• TO REMAIN �' ;:` /\ CONC. FOOTING SEE STRUCT. STUCCO CEILING ON METAL LATH ON 15 # FELT ON 5/8CDX PLYWOOD ON 35/8' METAL STUD AT 24" O.0 EXIST CMU WALL TO REMAIN EXIST SLAB TO REMAIN r EXIST ROOF I TO REMAIN OUNDARY SURVEY INDEX OF DRAWINGS SHT.# DESCRIPTION REVISIONS DATE ARCHITECTURAL A-1.0 SITE PLAN, FLOOR PLAN, ELEVATIONS AND SECTIONS 9-16-13 STRUCTURAL 6-1 SECTIONS AND DETAIL 9-16-13 %8' STUCCO ON 5/a" CDX PLYWOOD ON METAL LATH ON 15# FELT ON PRE-ENGINEERED WOOD TRUSS TYP. j: bo FOAM BAND j SEE SECTION o p y` :4 w `7 U- 5/8" STUCCO ON 24" SQ. CMU 5/8" STUCCO ON 16" SQ. PILASTER WITH REBAR FILL CMU PILASTER WITH WITH CONC. SEE STRUCT. DWG. REBAR FILL WITH CONC. SEE STRUCT. DWG. 3 PARTIAL SIDE ELEV. SCALE: 3/32" = V-0" lK 4�1_ q 4� (047 McD0NALDT5 ae. roorcra nAvr: +m G � YO U) 4 �o CONMT 2.4A • r � iwo yr w>N roo � IIOIOIfM►OOrl9, rOU,fJItT IK to � 9�CflOM�101N1rM7.1O,11N. RMOt2l tAfi 1WOO cam". ftom" i' a kv RADIUS DEL TA 1 1031.21' 02 30'02" 2 1031.21' 10 41'09" - 3 2839.94 ' 07 r4:9' 33" f S 25'39'30" E J5.48' X r,rRuir•.1uwlo�Es , , 72. Al wa1nM►rlMwr�rw�r"obm�,w+lat uYo W/o u!m NORTH AVENUE N 00 '50' M 23. 0 - �olrndrirloour MrnoY� w,uEr F„Q, Al M c.,i,NiaaoYd, uca,o ram.,. 1• /. MrArp� we Wb N, •Ir [Nt IIfU al a Qr11rIMM W d Mr la+r+wr tM, i.amn 9 Tww *xlwIIl0 AftV21FSKMN00'2flVW LAW" P h' MM•rremii,p p F E.MLA Fbw ruvrna IIrM MOOow,rA►PnwMa120276000iC 17,/tYl. 2.1N,Or0la,nd Y�Mw.rr,..ldar � kiMWtlar MrOAd 0 bull" bu,dSLAW, W '� Id kerld dIl01F: M d1aW rll wrvy 4 Our+Y w� prpwd ri1 /M MMM of Tlr. Yyurras Capawo. dtl. wa Slam d,bd Feem" 1L Hp. i t rn (t SW/C t8/fSJr -S :, 5 SECTION 6 SITE PLAN M A-1.0 SCALE: 1/2" = V-0" A-1.0 SCALE: 3/32 = V-0" ARCHITECTS FIRM REGISTRATION *AA0002671 CSJM ARCHITECTS, INCORPORATED 700 CENTRAL AVENUE, SUITE 200 ST. PETERSBURG, FLORIDA 33701 CALVIN B. SAMUEL FLORIDA REG. No. AR0010625 N Ln Q � M CL J J U. W � J J t� z Q J uv 2 Z � � �o= � W N SCHEMATIC DESIGN: DESIGN DEVELOPMENT: PERMIT: TBD BIDDING: CONSTRUCTION DOGS: 09-06-13 REVISIONS: DESCRIPTION DATE 0 DRAWN BY: APPROVED BY: CBS CHECKED BY: SCALE: SITE PLAN FLOOR PLAN ELEVATIONS & SECTIONS A-1 .0 I " fN �