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