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Home My WebLink About6030 Gall Blvd (3)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 � EXISTING BUILDING EXISTING WALL TO REMAIN 3'-011 5 � V-10 I EXISTING SIDEWALK cq 1-6n TO REMAIN o -z�----------------- ----- - Z S�7 3' 0" EXISTING ROOF SOFFIT TO REMAIN 46'-2" EXISTING BUILDING EXISTING WALL TO REMAIN 4 A-1.0 Q LLEXISTING SIDEWALK w > �- TO REMAIN 31_011 -0 3 — � 1 n --------------------- —I j EXISTING ROOF o �---------------------_ M - Q �_- SOFFIT TO REMAIN cn 11 " I NEW CMU COLUMNS - SEE NEW FACADE -SEE I 3-0 � 3'-0" o > 3'-0" ELEVATIONS & SECTIONS 'v'K - _ I ELEVATIONS & SECTIONS v--------- --------- - - -- --_ - ----- -_SS TYPICAL 1 11 20'-7111 ch 20'-711' 20'-7111 th 20'-71" 1 11 46 -2:24 a a a a 40 -0 1 FLOOR PLAN S-1 SCALE: 3132" = V-0" EXISTING BUILDING EXISTING WALL TO REMAIN 5 31-On 0 - 0 1 I Y I J I I ch cn 3'-6" v 3'-6ll EXISTING SIDEWALKIrl p > o 0, TO REMAIN NEW FACADE -SEE M EXISTING ROOF M 3' 0" ELEVATIONS & SECTIONS SOFFIT TO REMAIN 40'-0" 40'-0" STUCCO ON %" CDX PLYWOOD ON METAL LATH ON Y8' STUCCO ON 5/" CDX PLYWOOD ON METAL LATH ON 4 15# FELT ON PRE-ENGINEERED WOOD TRUSS TYP. 15# FELT ON PRE-ENGINEERED WOOD TRUSS TYP. 5 5 A-1.0 FOAM CORNICE LID SE E SECTION FOAM BAND ::.. t _ SEE SECTION =; 5/8" STUCCO ON 16" S }` 5/8" STUCCO ON 16" SQ--..- _ FOAM B) ti CMU PILASTER WITH r` % �� ' ; ; /�� Y' ��h• '� -• �� a'. � �M CMU PILASTER WITH �;` � � SEE SEC REBAR FILL WITH CONIC. r >= REBAR FILL WITH CONC. `- SEE STRUCT. DWG. " SEE STRUCT. DWG. s. :, W 5/8" STUCCO ON 24" SQ. CM 5/8" STUCCO ON 24" SQ. CM PILASTER WITH REBAR FILL PILASTER WITH REBAR FILL WITH CONC. SEE STRUCT. DWG. WITH CONC. SEE STRUCT. DWG. EE 2 FRONT ELEVATION S-1 SCALE: 3/32" = V-0" ATTACHMENT OF 5/8" CDX PLYWOOD TO METAL STUDS NO. 12 x 1" PHILLIPS WAFER -HEAD SCREWS _ @ fill o.c. N C�31i PRE-ENGINEERED, PRE -FABRICATED WOOD TRUSS 600T150-54 CONT. TRACK. CONNECT TO EACH VERTICAL TRUSS w/ (2) SIMPSON SD#9 x 1Y" WOOD SCREWS PLYWOOD TO BE ATTACHED TO VERT. MEMBERS w/ 8d NAILS @ 6" o.c. 362S162-43 (18 GA.) @ 32" 362S162-43 (18 GA.) @ 16" CONT. TRACK BEYOND - SEE NOTE ABOVE FOR ATTACHMENT TO WOOD TRUSS FILL PILASTER w/ 3000 p.s.i. FILLED CELL GROUT (8"-11" SLUMP) ii 00 LU > O J W U- NOTE: METAL CAP ALL STUD TO TRACK CONNECTIONS SHALL BE (2) NO. 12 SELF -DRILLING, SELF -TAPPING FOAM CORNICE SCREWS. (1) SCREW IN EACH FLANGE. SEE ELEV. NOTE: SHADING INDICATES EXISTING CONSTRUCTION. 362T150-54 (16 GA.) CONT. - TRACK ATTACHED TO MASONRY w/ (2) Ya" DIAM. CONCRETE SCREWS @ 16" o.c. AND TO WOOD w/ (2) SIMPSON SD#9x1Y2' WOOD SCREWS @ EA. VERT. NOTE: NEW STEEL STUD FRAMING IS TO EXTEND ALONG FACE OF EXISTING WOOD FRAMING AND CONNECT TO WOOD w/ (2) SIMPSON SD#9 x WOOD SCREWS @ 8" o.c. VERTICAL MEMBERS OF TRUSS TO BE SPACED AT A MAXIMUM OF 24" o.c. TO ALLOW FOR ATTACHMENT OF PLYWOOD SHEATHING 600S162-43 (18 GA.) STEEL STUDS @ 16" D.C. 362S162-43 (18 GA.) BRIDGED PERPENDICULAR TO BRACES @ 32" D.C. ATTACH TO BRACE w/ (2) #12 METAL SCREWS (SELF- DRILLING, SELF -TAPPING) (2) - SIMPSON MGT GIRDER TIE -DOWNS �'..' AT TOP OF PIER. EACH TIE -DOWN TO HAVE (1) %" DIA. ALL -THREAD BOLT EMBEDDED INTO MASONRY AND 22 10d NAILS INTO TRUSS. ALL INSTALLED ' PURSUANT TO MANUFACTURER'S SPECIFICATIONS. '• M, •� 101-011 A 4 #5 VERTICAL #3 TIES @ 10" D.C. u•s :•�., ti•,� !,it 6 ' K 30" BAR LAP v N ' t�~• +t . DOWEL OUT OF FOOTING . tt •.'•� . . - { � � : ., a d FOOTING SIZE PER PLAN AND SCHEDULE 3" CLEAR COVER TO FOOTING REINFORCING TYPICAL PILASTER REINFORCING (14 LOCATIONS 4 SECTION S-1 SCALE: 1/2" = V-0" EXIST CMU WALL TO REMAIN EXIST SLAB TO REMAIN FOAM CORNICE SEE ELEV. Y/" STUCCO ON CDX PLYWOOD ON METAL LATH ON 15# FELT ON PRE-ENGINEERED LL WOOD TRUSS TYP. _ it co W EXIST ROOF m o TO REMAIN w U- FOAM BAND SEE ELEV. METAL CAP a. CV r SINGLE MEMBRANE ON PEAL & STICK ON CDX PLYWOOD ON METAL STUDS RAFTER ATTACHED TO EXIST. ROOF WITH NEW PRE-ENGINERED WOOD GIRDER TRUSS. (SEE STRUCTURAL) NEW 3%" METAL STUD BRACING AT (SEE / STRUCTRAL) EXIST ROOF STRUCT. TO REMAIN (2) - 2x4 ADDED BELOW ..` PRE-ENGINEERED TRUSS :ter t i : FOR SOFFIT DRIP EDGE ; :. 4 tL 60 ty�" co W 0 > J U- :•:. .... •� r EXIST. ASPHALT '' ;:.,�,s::,•:': PAVEMENT TO ` REMAIN �;;. {• 10'-0" 5/8" STUCCO ON 16" SQ. CMU PILASTER WITH REBAR FILL WITH CONC. SEE STRUCT. DWG. 5/8" STUCCO ON 24" SQ. CMU PILASTER WITH REBAR FILL WITH CONC. SEE STRUCT. DWG. EXISTING SIDEWALK TO REMAIN CONC. FOOTING SEE STRUCT. -- - 5 SECTION S-1 SCALE: 1/2" = V-0" STUCCO CEILING ON METAL LATH ON 15 # FELT ON 5/" CDX PLYWOOD ON 35/" METAL STUD AT 24" O.0 EXIST CMU WALL TO REMAIN EXIST SLAB TO REMAIN EXIST ROOF TO REMAIN 4#5VERTI-,.--„ TYPICAL PILASTER REINFORCING (14 LOCATIONS SECTION CIS, -1 SCALE: 1/2" = V-0" FOOTING SCHEDULE SIZE THICKNESS RE-INFORCING 3'-011 x 3'-0" 1211 4 #5 EACH WAY BOTTOM 3'-6" x T-6" 12" 4 #6 EACH WAY BOTTOM MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3000 p.s.i. @ 28 DAYS REINFORCING STEEL: A615-60 MIN. YIELD STRENGTH - 60,000 p.S.i. %" STUCCO ON 5/" CDX PLYWOOD ON METAL LATH ON 15# FELT ON PRE-ENGINEERED WOOD TRUSS TYP. 00 I e•. r FOAM BAND SEE SECTION 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. SCALE: 3/32" = V-0" 1" CLEAR TO INSIDE OF FACE SHELL (16" UNITS) z� N M ARCHITECTS FIRM REGISTRATION *AA0002671 CSJM ARCHITECTS, INCORPORATED 700 CENTRAL AVENUE, SUITE 200 ST. PETERSBURG, FLORIDA 33701 SLp 1 0 F.E.#20663 MICHAEL TINNEN Q � Ln Q � M J � M � J J � m Ll.. W � J J V) z QLu _..1 U 2 Z Inn ry �o= � W N SCHEMATIC DESIGN: DESIGN DEVELOPMENT: PERMIT: TBD BIDDING: CONSTRUCTION DOGS: 09-06-13 REVISIONS: DESCRIPTION DATE 0 0 DRAWN BY: APPROVED BY: CBS CHECKED BY: SCALE: SITE PLAN FLOOR PLAN ELEVATIONS & SECTIONS s.1 EXISTING BUILDING EXISTING WALL TO REMAIN 5 A-1.0 EXISTING SIDEWALK ------- o TO REMAIN o EXISTING ROOF SOFFIT TO REMAIN 46'-2" ►INS 0•••••i �w o� NEW FACADE SEE ELEVATIONS & SECTIONS 46'-2" 5 A-1.0 STUCCO ON 5/B" NEW 35/8" METAL STU CDX PLYWOOD ON BRACING AT 32" O.0 METAL LATH ON 15# (SEE STRUCT.) FELT ON PRE-ENGINEERED WOOD TRUSS TYP. FOAM BAND SEE ELEV. (2) - 2x4 ADDED BELOW PRE-ENGINEERED TRUSS FOR SOFFIT DRIP EDGE EXISTING BUILDING EXISTING WALL TO REMAIN 4 A-1.0 EXISTING SIDEWALK �o TO REMAIN o r 20'-74" STUCCO ON 5/8" CDX PLYWOOD ON METAL LATH ON 15# FELT ON PRE-ENGINEERED WOOD TRUSS TYP, SINGLE MEMBRANE ON PEAL & STICK ON 5/B" CDX PLYWOOD ON METAL STUDS RAFTER ATTACHED TO EXIST. ROOF WITH NEW PRE-ENGINERED WOOD GIRDER TRUSS. (SEE STRUCTURAL) EXIST ROOF STRUCT. TO REMAIN ,f . Y101-091 00 .. 00 Lu ,. ; .:: 0 ' ••:• STUCCO ON 16" SQ. CMU PILASTER WITH w ' REBAR FILL WITH CONC. SEE STRUCT. DWG. LL •.::�,.: 5/8" STUCCO ON 24" SQ. CMU PILASTER WITH �- REBAR FILL WITH CONC. SEE STRUCT. DWG. EXIST. ASPHALT N Y � Y':.A;:' PAVEMENT TO EXISTING SIDEWALK REMAIN TO REMAIN \\/\\/\ ° • °. a •' � a . CONC. FOOTING (SEE STRUCTURAL) 4 SECTION A-1.0 SCALE: 1/2" = 1'-0" 20'-71" 4 Y` J EXISI ING ROOF __\ p SOFFI TO REMAIN NEW CMU COLUMNS - SEE ELEVATIONS & SECTIONS CA K TYPICAL 20'-74" L 20'-74„ 40 -0 CA1 FLOOR PLAN - A-1.0 SCALE: 3/32" = V-0" 4 A-1.0 INDEX OF DRAWINGS SHT.# DESCRIPTION REVISIONS DATE ARCHITECTURAL A-1.0 SITE PLAN, FLOOR PLAN, ELEVATIONS AND SECTIONS 9-' 6-13 STRUCTURAL S-I SECTIONS AND DETAIL 9-16-13 FOAM CORNICE SEE ELEV. STUCCO ON 5/8" CDX PLYWOOD ON EXIST ROOF METAL LATH ON 15# TO REMAIN FELT ON PRE-ENGINEERED >- WOOD TRUSS TYP. CO > is 0 J ui LL FOAM BAND SEE ELEV. v METAL CAP o a CV NEW 3Y8" METAL STUD SINGLE MEMBRANE ON PEAL & STICK ON ` CDX PLYWOOD ON METAL STUDS RAFTER ATTACHED TO EXIST. ROOF WITH NEW PRE-ENGINERED WOOD GIRDER TRUSS. (SEE STRUCTURAL) BRACING AT (SEE i STRUCTRAL) EXIST ROOF STRUCT. TO REMAIN f (2) - 2x4 ADDED BELOW PRE-ENGINEERED TRUSS FOR SOFFIT DRIP EDGE STUCCO CEILING ON METAL LATH ON 15 # FELT ON 5/8" CDX PLYWOOD ON 3%" METAL STUD AT 24" O.0 1. 10'-0" 00 CO LLI i > ..::'. EXIST CMU WALL TO REMAIN o ..:: 5/8" STUCCO ON 16" SQ. CMU PILASTER WITH w REBAR FILL WITH CONC. SEE STRUCT. DWG. LL EXIST SLAB TO REMAIN 5/8" STUCCO ON 24" SO. CMU PILASTER WITH REBAR FILL WITH CONC. SEE STRUCT. DWG. EXIST. ASPHALT %' :,<` .::.:` EXISTING SIDEWALK PAVEMENT TO REMAIN TO REMAIN \\\\\\\\\\\\ . , as • , ` . CONC. FOOTING SEE STRUCT. 5 SECTION A-1.0 SCALE: 1/2" = l'-C' Y J ;w o>; NEW FACADE - SEE - ELEVATIONS & SECTIONS EXISTING BUILDING EXISTING WALL TO REMAIN 5 A-1.0 0 0 r STUCCO ON 5/8" CDX PLYWOOD ON METAL LATH ON 15# FELT ON PRE-ENGINEERED WOOD TRUSS TYP. E EXIST ROOF TO REMAIN STU3SO CEILING ON METAL LATH ON = BELT ON 5/" CDX PLYWOOD DN _' METAL STUD A' 24' 0.0 EXIST CMU WALL TO RE` A N EXS_ SLAB TO REMAIN EXISTING SIDEWALK TO REMAIN EXISTING ROOF ' SOFFIT TO REMAIN 40'-0" 5 A-1.0 I. WALLS - NEW CONSTRUCTION: MAX. 6-0" H. AND CONSTRUCTED OF CONC. BLK. f8"x8"xl6"). MATERIALS USED SHOULD BE CONSISTANT WITH THOSE USED IN THE CONSTRUCTION OF AND ARCHITECTURAL STYLE OF THE PRINCIPLE BUILDING. 2. FOOTINGS: 8" XIV, CONCRETE w/ 2- 05 CONTINUOUS REBAR EMBEDDED. 3. CONCRETE SLAB: MONOLITHIC, MIN. 6" THICKNESS w/ IMBEDDED 6"xb" / 10x1C WELDED LURE FABRIC, 3000 p.s.i. w/ FIBER MESH REINFORCING. .s<. CONCRETE FILLED CELLS: WITH I - 05 VERTICAL REBAR TIED TO FOOTER STEEL AT EACH CORNER AND EVERY 4' o.c. 5. GATES: CONSTRUCTED OF MIN. V2" DIA. GALVANIZED TUBULAR STEEL w/ PRIVACY -TYPE SLATS INSERTED IN GALVANIZED STEEL MESH �FABRIC, HINGE MOUNTED ON 3" DIA. GALVANIZED STEEL POSTS. (GATES E POSTS CONSTRUCTED AND INSTALLED PER APPLICABLE BUILDING CODE BY LICENSED FENCE CONTRACTOR). 6. DROP PIN:/2'' DIA.18'' LONG METAL ROD GATE LATCH. PROVIDE 3/4' DIA. HOLE 6" INTO CONCRETE FOR RODS. IN ASPHALT PROVIDE A 3/a' P.V.G. SLEEve 6" LONG, OR EQUAL. i. SOIL: SOIL BEARING CAPACITY TO BE AT LEAST 2,5mm p.s.f. 8. BOLLARD: 3'-6" HIGH, 6" DIA. STEEL PIPE BOLLARD w/ CONCRETE, PAINTED TRAFFIC YELLOW, IMBEDDED 3'-C" DEEP IN 18" CONCRETE FOUNDATION. (SEE DETAIL THIS PAGE) CONCRETE MASONRY WALL CONSTRUCTION MATERIALS, CONSTRUCTION AND QUALITY CONTROL OF MASONRY SHALL BE IN ACCORDANCE WITH APPLICABLE FLORIDA BUILDING CODE / LOCAL CODE MINIMUM STANDARDS. M r I. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING t0 ASTM A-615, GRADE 60. VERTICAL , REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE HELD IN POSITION At THE TOP AND BOTTOM. t 2. IF A SLAB DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS (1:6). 3. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE DUR-O-WALL eOR EQUIVALENT) At 16" o.c. 4. HOLLOW LOAD - BEARING CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT CONFORMING TO ASTM- I C-SO, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,S00 p.s.l. 5. MOTAR SHALL BE TYPE 11111 OR "S", IN ACCORDANCE WITH ASTM C-270. PLACE ALL MASONRY IN RUNNING BOND t w/ 3/g" MOTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MOTAR BEDDING, HORIZONTAL E VERTICAL. ` 6• COARSE GROUT SHALL CONFORM TO ASTM C-416, WITH A MAx. AGGREGATE SIZE OF 3/8', 8" TO 10" SLUMP, AND A MIN. COMPRESSIVE STRENGTH OF 2,500 p.s.I. a 28 DAYS. I. c MIN 3"x3" CLEAN -OUT HOLES (SAW -CUT) ARE REQUIRED AT THE BOTTOM COURSE OF ALL CELLS TO VERIFY GROUT PLACEMENT. CLEAN -OUTS SHALL BE SEALED AFTER MASONRY INSPECTION - PROVIDED IN F ACCORDANCE WITH ACI 531-4.6, AND15VORE GROUTONG. < 8• u PRIOR TO GROUTING, THE GROUT SPACE SHALL BE CLEAN, WITH NO MOTAR PRJECTIONS GREATER THAN Y", 4 MOTAR DROPPINGS OR OTHER FOREIGN MATERIAL. ALL CELLS SHALL BE IN VERTICAL ALIGNMRNT, AND SHALL ` SOLIDLY BE FILLED WITH COARSE GROUT AS SPECIFIED. S. > DURING PLACING, GROUT SHALL BE CONSOLIDATED WITH FLEXIBLE CABLE VIBRATOR. FIRST GROUT POUR SHALL BE STOPPED A MINIMUM OF 1Y" BELOW THE TOP OF THE MIDDLE BOND BEAM MASONRY. ; EXISTING CMU WALL LL STUCCO ON V CDX TO REMAIN PLYWOOD ON METAL 26 12 -6 c Q LATH ON 15# FELT ON v PRE-ENGINEERED --- --- -- -- ----- - - \ -� 6" DIA. STEEL BOLLARDS V. co WOOD TRUSS TYP. I I I I LL (SEE DETAIL) DUMPSTER = c . � o A-0.1 O � 12'-0" DUMPSTER 12'-0" I 12'-0„ I N uj FOAM BAND CLEAR CLEAR CLEAR A-0,1 00 > SEE SECTION oo �� o z o �� LL J -J i 4' wZ U- METAL GATE TYP. z w 5/8" STUCCO ON 24" SQ. CMU 5/8" STUCCO ON 16" SQ. 16"x16" CMU COLUMN WITH 2 D _ E PILASTER WITH REBAR FILL CMU PILASTER WITH #5 VERTICAL REBAR WITH �'y 0 WITH CONC. SEE STRUCT. DWG. REBAR FILL WITH CONC. 24"x24"x12"H CONC. FOOTING a SEE STRUCT. DWG. WITH 4 #5 REBAR EACH WAY o DROP PIN HOLE (TYP) 3 PARTIAL SIDE ELEV. 7 DUMPSTER PLAN SCALE: 3/32" = V-0" A-1.0 SCALE: 3/32" = V-0" ��'�' - i�E S�►� � T�'� 1`�1J D i�l �S tor, m" ur ran am �� nOlu,lr�rr aL souEuT Pl• °oun,tnsr,a soap, a Taw/ s eounL wa. r. wr l/ a✓ ` nn.00 Doom. nary _ 177. - - -� 1F 1 RADIUS DEL TA 1 WJ 1. 21 ' 02 30 ' 0. VN nT I - 2 1031. 21 ' 10 °41 ' 0 3 2839.94' 07°49'3 1�rv- ,l, �.` 16 \ NZ hlc D 0 N A L 0 S •�" w.AT.L-0 'ca 9N�D ~'�� 5 25°39'30" E J5.48' o.a wac �a PAGE +n. 3/ DUMPSTER 5 \ V w Lwln )I U BLOCK WITH #5 REBAR AT CONT. .% y AND FILL WITH g.Z511� oI `� CONCRETE 6 5 5'I quo `s"N� I� 5/8" STUCCO ON m k� 8" CMU WALL. #5 REBAR AT 32" O.C. 1 g°� Nw 4 I ��•' vueTNt,rNa+Oles - - coot a u,vEYa+r <O "'0 "�"" N � A94Ml7 CONC. FOOTING 6" THICK MONOLITHIC TRAM"' __ _ - s - w/ 2 #5 REBAR / zEw+rrtr►LLs caowr CGIOM,Y LANDS TRAcr 121 0 6 i D U M P S 7 E PLATWCKI.P„4Ea - u CONT. 12 CONC. SLAB w/ 6x6 / 10x1 1 ro I BELOW GRADE WELDED WIRE FABRIC w FIBER MESH REINFORCII 0. a c �''`� • ON COMPACTED, TERMI" 1 p . z m �P 00 t. I I N r c c 31 FINISHED TREATED FILL swo ur++n �I GRADE \ Yt Y.1 M 1 s� V I 2 • •. FRONT CANOPY ' LEEU ZI J 5 ADDITIONS uuo tsMn PARCEL 1 WWORWR PAD � Y► 8 SECTION AN 9. 9WITNCY WwlM1 - -�.A-1.0 SCALE: 1/2" = V-0" �•!1 VON MST comcxm CIMe , \ SINC LYiMli * O rUTAIE r + COKKw ae�,� a�t< 1 ! to Klos+� i� I PARCEL 2 1 \ DIA. STEEL PIPE BOLLARD, FILLED w/ POIN OF SECINNlNC ', . CONC., PAINTED YELLOW S 67800 ' 18" E 233. 28 ' �! Ni d7 °00 ' 1 B" W 1 T2, �g s>R/c Laos 19 Oe/e ww7ch 18" DIA. CONC. FOOTING - V m/C LSI6S�7 N O R T H A YENUE w/ CROWN ON TOP N 00 50- w 23.95' _- - i ARCHITECTS FIRM REGISTRATION #AA0002671 CSJM ARCHITECTS, INCORPORATED 700 CENTRAL AVENUE, SUITE 200 ST. PETERSBURG, FLORIDA 33701 CALVIN B. SAMUEL FLORIDA REG. No. AR0010625 Q N d' Q M J > M � J J m U. W J zvJ u = Zrn� � W N �7 Z 7 z Z 7 SCHEMATIC DESIGN: DESIGN DEVELOPMENT: PERMIT: TBD BIDDING: CONSTRUCTION DOCS: 09-06-13 REVISIONS: DESCRIPTION DATE 0 PoIIR,iAST 00S,ISJI � &ANSE21 Ear DRAWN BY: APPROVED BY: CBS Pluoo CgIRY, �S•S,I cmTmDCO� R[COeD Y0.eW,► . • . .:::.; CHECKED SCALE: SITE PLAN 1° on Ems we a we ts,aV,.s, ,,. of nr SOe.r.• , w, i.wo„ 7 .. FLOOR PLAN 2 SYM�rP�W �e r Is ~ Zs X I... u v 1° F.E.M.A Fbea tiwtence RM1 mm��f mom" 117.,SS,. Md°a.a ouia,c anOsea>. e«. . , ELEVATIONS a L�a.w.r �•� ry n+erwa, co : ram. �../I si /,ter it, SirwF hn, eiiiiii pWod a& re MINSI d VaWs TSY IrmA ce ... sCM- M.. aale ooiwniYt e"1 000, +nw iz �ee�. ; � :• � ' ' & SECTIONS I 6 SITE PLAN 9 BOLLARD DETAIL N M A-1.0 A-1.0 SCALE: 3/2 = 1'-0" A-1.0 SCALE: 1/2" = V-0"