HomeMy WebLinkAboutBuilding PlansFATHI ARCHITECTS, INC.
SECURITY & FORCED ENTRY PREVENTION
I. PROVIDE INTPU51ON AND BUROLARYSECURITY DEVICES AS SET FORTH IN THE
FLORIDA BUILDING CODE.
2. ALL LOOKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RE515TINO A
FORCE OF 500 LBS. APPLIED IN ANY MOVEABLE DIRECTION AND IN
ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN. THE FLORIDA
BUILDING CODE.
B. ALL 51NOLES EXTERIOR SWING DOORS SHALL HAVE A LOOK TO BE KEY
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE
KEY CHANGE5 OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED
BOLTINSERT5.
4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME
LOCK5 AS REOUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE
LEAF SHALL HAVE MULTIPLE POIN75 OF LOCKS WITH 5/8" MIN. THROW BOLTS
WITH INSERTS..
5, JAMS OF ALL EXTERIOROFFSET TYPE IN 5WIN6 DOORS SHALL BE RABBETED
OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE
STRIKE AND THE INTEGRITY OF THE LOOKS AND LATCHES.
IS. HINCE5 ON EXTERIOR OUT SWIN61N6 DOORS SHALL HAVE NON REMOVABLE
PINS. AND NON -EXPOSED SCREWS.
7• 6LAS5 AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL
STANDARDS INSTITUTES STANDARD 211-f.I. ,
5. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 46" OF THE
INSIDE LOOKING ACTIVATING DEVICE OF L005E AND SWING DOORS SHALL
COMPLY WITH THE AMERICAN NATIONAL STANDARDS IN5TITUTE'S STANDARD
2g7.1: -
q. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO PANEL CAN
BE LIFTED FROM THE TRACKS WHEN IN .THE LOCKED POSITION AND SO AS TO
COMPLY WITH THE ARCHITECTURAL ALUMINUM MA55 ASSOCIATION STANDARDS
FOR FORCE ENTRY RESISTANCE,AND EXTERIOR WINDOW SHALL BE LOCKED
WITH DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LBS. APPLIED IN AN
OPERABLE DIRECTION.
10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDE KITH A DOOR SCOPE OR
VISION PANELS.
NOTES:
1. CAT. 11 5EFETY GLA55 SHALL BE USED AT ALL SHOWER AND TUB ENOLOSURES
INCLUDING WINDOWS WITH SILLS LOWER THAN 60" AND MIRRORS IN THE TUB.
ALSO IT SHALL BE USED ON OPENINGS WITHIN 12" OF 0OOR5.
2. EVERY CLOSET DOOR LATCH- SHALL BE SUCH THAT CHILDREN CAN OPEN THE
DOOR FROM INSIDE THE CLOSET.
5. EVERY BATHROOM DOOR LOOK SHALL BE DESIGNED TO PERMIT THE OPENING
OF THE LOCKED DOOR FROM THE OUTSIDE
OSRE55
1. IN AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE IN51DE, THE MODE OF
OPERATION SHALL NOT REGUIRETHE USE OF A KEY, TOOL, SPECIAL
KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LE55 THAN 20"
IN WIDTH, AND 24" IN HEIGHT, 5.7 50. FT. IN AREA.
THE BOTTOM. OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE
FINISHED. FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE
PLACED HIGHER THAN 54" ABOVE FINISHED FLOOR. -
SITE DATA
ZONNIN& DISTRICT:
R5-2
SETBACKS :
ALLOWED
PROVIDED
FRONT
25'-0"
54'-0"
REAR
IS -0$1
34'-10'
SIDE
101-01,
1381-1
51DE STREET
201-01,
26-1'
LOT. AREA
MIN.
PROVIDED
15,000 S.F.
23,484.18 S.F.
LOT. WIDTH
100'-01,
110'-01,
LOT. DEPTH :
100'-0"
220'-0"
LOT.COVERA6E
.MAXIMUM
PPOP05ED
2096 = 404I6 S.F.
5% = 12,50 S.F.
BUIDLIN6 HT. ;
MAXIMUM
PROPOSED
551-0..
.ICI-OII
GENERAL NOTES:
1. THE ARCHITECT/ENISINEER SHALL NOT BE RESPONSIBLE FOR, NOR HAVE
CONTROL OR CHARGE OF THE CONSTRUCTION MEANS, METHODS,
5EGUENCE5 OR PROCEDURE5 FOR SAFETY PRECAUTIONS AND
PROGRAMS.
2 CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS AND BE
RESPONSIBLE FOR SAME.
3. ALL WORK MATERIAL SHALL BE IN COMPLIANCE WITH THE F50
2017, 6TH EDITION RESIDENTIAL.
4. ALL WOOD IN CONTACT WITH' MASONRY SHALL BE PRESSURE -
TREATED. WOOD CASIN5, JAMBS AND TRIM :SHALL BE STAINED GRAY OR
CLEAR UNLESS SPECIFIED OTHERWISE.
5. CONTRACTOR SHALL SUBMIT SHOP DRAWIN65 FOR ALL CUSTOM
FABRICATED WORK. CONTRACTOR SHALL REVIEW/APPROVE ALL.
SUBMITTALS/5HOPDRAWIN6 PRIOR TO 5UBMITTIN6 FOR ARCHITECTS
REVIEW.
6. DO NOT SCALE DRAWING: USE IMEN51ON INDICATED ON DRAWIN65.
DIMENSIONS OF LARGER SGALEDRAWIN6 AND DETAILS SHALL TAKE
PRECEDENCE OVER SMALLER SCALE DRAWIN65. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL DIMEN111SION5 AND VERIFY SAME IN FIELD.
7. IN THE EVENT THERE ARE FOUNT DISCREPANCIES OR AMBIGUITIES IN
OR OM15SION FROM THE SPECIFIICATION5.OR DRAWIN65, OR SHOULD
THE DOUBT AS TO THEIR MEANIN AND INTENT, THE ARCHITECT SHALL
BE NOTIFIED IN ORDER TO FROVInE CLARIFICATION.
8. ALL REQUIRED TESTS SHALL BE PERFORMED AT THE EXPENSE OF THE
CONTRACTOR AND BY APPROVED TE5TIN6 LABORATORY. TEST RESULT
SHALL BE SUBMITTED TO TH, ARCHITECT.
q• ALL DRYWALL, PLASTER AND 5TJCOO SHALL RECEIVE TWO COATS OF
PREMIUM QUALITY PAINT. NOOD SHALL BE PAINTED OR STAINED.
COLOR TO BE 5ELECTED B ' THE ARCHITECT.
10. ALL NEW DRYWALL IN POTS TIALLY NET AREAS SUCH AS THE
KITCHEN, BATHROOM, AND LAUNDRY ROOM SHALL BE MOISTURE RE515TANT
TYPE USE CEMENT TILE BACKER BOARDS IN ALL SHONER5 AND TUB
AREAS.
I. THE CONTRACTOR SHALL OBTAIN FROM ALL SUB CONTRACTORS THE SIZE
AND �-OOATION OF ALL OPENING TO BE PROVIDED BY THEIR RESPECTIVE.
TRADE. THE CONTRACTOR5 SHALL BE RESPONSIBLE FOR COORDINATION,
LOCATION, SIZE AND DETAIL
12. THE CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL MATERIAL
REQUIRED TO PROPERLY INSTALL, SUPPORT AND BRACE ALL ITEMS AND
COMPONENTS WITHIN THE WORK.
15. THE JOB SITE SHALL STAY BROOM CLEANED AT ALL TIME.
14. THE 6ENERAL CONTRACTOR SHALL REVIEW AND APPROVE SHOP
DRAWIN65, PRIOR TO SUBMITTAL TO THE ARCHITECT FOR REVIEW.
15. FIXED 6LAS5 AND/OR OPERABLE WINDOW WITHIN 24" OF THE FINISH
FLOOR SHALL BE SAFETY GLASS.
16. GLAZED DOORS, 6LAS5 PANELS ADJACENT TO DOORS, AND 6LA55
PANELS GREATER THAN q S.F. IN AREA MU57 BE OF
CAT. 11 SAFETY 6LA55.
BUILDING CODE INFORMATION
OCCUPANCY GROUP:
RESIDENTIAL R-I
CONSTRUCTION TYPE
BUILDING:
TYPE VB
CODE 2011, 6TH EDITION F.B.C. RESIDENTIAL
BUILDING AREA = 1,2W S.F., 2 BEDROOMS/ 2 BATHS.
E
\ 2F/O" SET BAC
\ XNES (TYP.)
SITE PLAN
LEGAL DESCRIPTION:
LOT 15, BLOCK 34 INDIAN ESTATES UNIT FOUR, ACCORDING
TO THE PLAT THEREOFAS RECORDED IN PLAT BOOK 10, PAGE 411
OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA,
;TED `
a
F. \ \ \ SET BACK LINES (TYR.)
0 GAL. SEPTIC TANK \ \ \
-0" MIN. FROM ANY WATER SOUNCE 1
\ 1 I
FIN: LOOR TO BE I\
21-0" IN. ABOVE' }HE `
GROW OF THE RO,FD
ix 25'7.Y"'SET AC
���CI�lES PJ APPROXIMATE-LOCATiON
OF THE METER /
a 00 o p
\\ j
I" WATER SUPPLY
FROM THE METER
DRIVE (TYF.)1�/
t
/ rL .COPY
1„=20'
FDOH in St. Lucie County
Environmental Health
Site Plan Approved' for Construction
Supersedes All Previous Site Plans for
OSTDS #5&SF,Zw 52G & Well #
Date:1 2
Reviewer:
I NO
111101
INTERIORS K.1w
D,a
PLANNERS
<° a4620 SW 55 AVENUEarseg'&
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AR001604q
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OWNER:
ADDRESS:
4'710 MIDWAY RD.
FORT PIERCE, FLORIDA
PHONE:
REVISIONS. DATE BY
�W IN]. FAMI MCHRECT% INC. A IOFAS, DESNMJ$ ARRANGEMENTS AND
UNS INDICATED OR PRESENTED W THIS DR WNGS ARE OWED W. AND ME THE
MOP OF FATHI MCHIIEM INC. . AND WERE CREATED AND OEVEIYOED FOR
USE ONE AND M CONNEC11CN WM THIS SPECIFRTT PROJECT. T ESES 113 A . DEMONS,
WRMGEMEMS AND PLANS ME NOT M BE USED. C6CIASED. REPRODUCED, MTEREO.
COPIED 09 TRMSP£AFm IN MY Mill OR WANNER WHATSOEVER. WRHOV THE SPECIMC
RRI}IEN PERMISSION OF TAM MCIIR . WC.'
WRRTEN DIMENRONS ON THESE DRAWNOS S IMVE PRECEDENCE OVER SCMID
DIMENSIONS. CONTRACTOR SHLLL VERIFY AND EE �IM FOR DIMFNSKINS
MO COI,I T S ON THE M. FATHI MCHDECIS, INC. MUST SE NMFIM IMMETMATELY
IN W 11140 OF MY VARIATION MOM ME OIMENEIMS AND CONDITIONS SHOWN W
THESE CMWTNGB. FOOD VERRY All. CONDIMMJS PRIOR TO IAH d OR FABRICATING
AS90CM1E6 WORK.
DATE:
01/15/4
SCALE:
AS 5H♦('JWN
DRAWN:..
R.R.
CHECKED:
A.F.
COMM15510N NO.:
OTI514!
SHEET
A-1
SHEET NO.
OF
FATHI ARCHITECTS, INC.
SECURITY & FORCED ENTRY PREVENTION
I. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN THE
FLORIDA BUILDING CODE.
2. ALL LOOKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RE515TIN6 A
FORCE OP 500 LB5. APPLIED IN ANY MOVEABLE DIRECTION AND IN
ACCORDANCEWITH RESISTANCE STANDARDS SET FORTH IN THE FLORIDA
6UILDINO CODE.
S. ALL SIN6LE5 EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE
KEY CHAN6ES OR LOOKING AUXILIARY 51NOLE DEAD BOLT WITH HARDENED
BOLT INSERTS.
4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR 5WIN6 DOORS SHALL HAVE SAME
LOOKS AS REQUIRED FOR SINGLE EXTERIOR 5WIN6 DOORS. THE INACTIVE
LEAF SHALL HAVE MULTIPLE POINTS OF LOOKS WITH 5/8" MIN. THROW BOLTS
WITH INSERTS.
5. JAMS OF ALL EXTERIOR OFFSET TYPE IN 5WIN6 DOORS SHALL BE RABBETED
OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE
5TRIKE AND THE INTEGRITY OF THE LOOKS AND LATCHES.
6. HINISE5 ON EXTERIOR OUT 5WIN&IN0 DOORS SHALL HAVE NON REMOVABLE
PINS AND NON -EXPOSED SCREWS.
7. &LASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL
STANDARDS INSTITUTES STANDARD 247.1.
8. V15ION PANEL EXTERIOR DOORS OTHER THAN &LAZING WITHIN 40" OF THE
INSIDE LOOKING ACTIVATING DEVICE OF LOOSE AND 5WIN6 DOORS SHALL
COMPLY WITH THE AMERICAN NATIONAL STANDARDS IN5TITUTE'5 STANDARD
247.I.
q. WINDOW5 SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO PANEL CAN
BE LIFTED FROM THE TRACKS WHEN IN THE LOOKED P051TION AND 50 A5 TO
COMPLY WITH THE ARCHITECTURAL. ALUMINUM MA05 ASSOCIATION STANDARDS
FOR FORGE ENTRY RESISTANCE, AND EXTERIOR WINDOW SHALL BE LOOKED
WITH DEVICE CAPABLE OF WITH5TANDING A FORCE OF 150 LBS. APPLIED IN AN
OPERABLE DIRECTION,
10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDE WITH A DOOR SCOPE OR
VISION PANELS.
NOTES:
1. CAT. II SEFETY 6LA55 SHALL BE USED AT ALL SHOWER AND TUB ENCLOSURES
INCLUDING WINDOWS WITH SILLS LOWER THAN 60" AND MIRRORS IN THE TUB.
AL50 IT SHALL BE USED ON OPENIN65 WITHIN 12" OF DOORS.
2 EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE
DOOR FROM INSIDE THE CLOSET.
3 EVERY BATHROOM DOOR LOOK SHALL BE DESIGNED TO PERMIT THE OPENING
OF THE. LOOKED DOOR FROM THE OUTSIDE.
FORE55
1. IN AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE, THE MODE OF
OPERATION SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL
KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20"
IN WIDTH; AND 24" IN HEIGHT, 5.7 50. FT. IN AREA.
THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE
FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE
PLACED HIGHER THAN 54" ABOVE FINISHED FLOOR.
SITE DATA
ZONNING DISTRICT:
R5-2
5ETBACK5:
ALLOWED
PROVIDED
FRONT
25'-0"
54'-0"
REAR
15'-0"
34'-IO"
51DE
10'-0"
158'-1"
SIDE STREET
20.-0"
26-1"
LOT. AREA :
MIN.
PROVIDED
15,000 S.F.
25,484.18 S.F.
LOT. WIDTH :
100'-0"
110'-0"
LOT. DEPTH:
100'-0"
220'-0"
LOT. COVERAGE :
MAXIMUM
PROPOSED
20% = 4,646 S.F.
5% = 12950 S.F.
BUIDLIN6 HT::
MAXIMUM
PROPOSED
351-0N
10'-0"
GENERAL NOTES:
I. THE ARCHITECT/EN6INEER SH�4LL NOT BE RESPONSIBLE FOR, NOR HAVE
CONTROL OR OHAR6E OF' THE CONSTRUCTION MEANS, METHODS,
SEQUENCES OR PROOEDUF L5 FOR SAFETY PREGAUTION5 AND
PROGRAM5.
2. CONTRACTORS SHALL FI LD VERIFY ALL DIMENSIONS AND BE
RESPONSIBLE FOR SAME
3. ALL WORK MATERIAL SHALL BE IN COMPLIANCE WITH THE FBG
20I-7, 6TH EDITION RESIDENTIAL.
4. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRE55URE-
TREATED. WOOD CA51N6, JAM85 AND TRIM SHALL BE STAINED GRAY OR
CLEAR UNLESS SPECIFIED OTHERWISE.
5. CONTRACTOR SHALL SUBMIT SHOP DRAWIN65 FOR ALL CUSTOM
FABRICATED WORK. CONTRACTOR SHALL REVIEW/APPROVE ALL
SUBMITTAL5/5HOP DRAWIN67 PRIOR TO SUBMITTING FOR ARCHITECTS
REVIEW.
6. DO NOT SCALE DRAWING: USE DIMENSION INDICATED ON DRAWINIS5.
DIMENSIONS OF LARGER SCALE DRAWING AND DETAILS SHALL TAKE
PRECEDENCE OVER SMALLER SCALE DRAWIN65. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL DIMENSIONS AND VERIFY SAME IN FIELD-
7- IN THE EVENT THERE ARE FOUND DISCREPANCIES OR AMBIGUITIES IN
OR OM155ION FROM THE SPECIFICATIONS OR DRAWIN65, OR SHOULD
THE DOUBT AS TO THEIR MEANING AND INTENT, THE ARCHITECT SHALL
BE NOTIFIED IN ORDER TO. PROVIDE CLARIFICATION.
8. ALL REQUIRED TESTS SHALL BE PERFORMED AT THE EXPENSE OF THE
CONTRACTOR AND BY APPROVED TESTING LABORATORY. TEST RESULT
SHALL BE SUBMITTED TO THE ARCHITECT.
01. ALL DRYWALL, PLASTER AND STUCCO SHALL RECEIVE TWO COATS OF
PREMIUM QUALITY PAINT. WOOD SHALL BE PAINTED OR STAINED.
COLOR TO BE SELECTEDIBY THE ARCHITECT.
10. ALL NEW DRYWALL IN PO rENTIALLY NET AREA5 SUCH AS THE
KITCHEN, BATHROOM, AND LAUNDRY ROOM SHALL BE MOISTURE RESISTANT
TYPE. USE CEMENT TILE BACKER BOARDS IN ALL SHOWERS AND TUB
AREAS.
11. THE CONTRACTOR SHALL OBTAIN FROM ALL SUB CONTRACTORS THE SIZE
AND LOCATION OF ALL OPENING TO BE PROVIDED BY THEIR RESPECTIVE
TRADE. THE CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION,
"-,LOCATION, SIZE AND DETAIL.
12. THE CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL MATERIAL
REQUIRED TO PROPERLY INSTALL, SUPPORT AND BRACE ALL ITEMS AND
.COMPONENTS WITHIN THE .WORK.
13. THE JOB SITE SHALL STAY BROOM CLEANED AT ALL TIME.
14. THE GENERAL CONTRACTOR SHALL REVIEW AND APPROVE SHOP
DRAWIN65, PRIOR TO SUBMITTAL TO THE ARCHITECT FOR REVIEW.
15. FIXED 6LA55 AND/OR OPERABLE WINDOW WITHIN 24" OF THE FINISH
FLOOR SHALL BE SAFETY 6LA55.
I&. &LAZED DOORS, 6LA55 PANELS ADJACENT TO DOORS, AND 6LA55
PANELS GREATER THAN cl S.F. IN AREA MUST BE OF
GAT. It SAFETY 6LA55.
BUILDING CODE INFORMATION
OCCUPANCY GROUP:
RESIDENTIAL R-I
CONSTRUCTION TYPE
BUILDING:
TYPE VB
CODE 201T, &TH EDITION F.B.C. RE51DENTIAL
BUILDING AREA = I,7PO 5.F., 2 BEDROOMS/ 2 BATHS -
\01,3 / / \
/ \
\ EX15T. TREES TO REMAIN AND PROTECTED \ \
\•0,
x 5,75 5.F. OF D.F. \ \ \ - 5ET BACK LINES (TYP.)
�5,- O" SET BACK\ \ `� `� `e n�
\ V-INE5 (TYP.)
9 O GAL. SEPTIC TANK \ \ \ \
V-0" MIN. FROM ANY WATER 5OUNCE 1
` \
\ \ d DEpt
NC
\\ �'
9 25'fT A i"'S�C
0 PU APPROXIMATE LOCATION
OF THE METER /
/ ��
\ - rJ" WATER SUPPLY /
/ FROM THE METER
\ 3k / /
GONG. DRIVEWAY ON MILL COMP Q /
FILL, 5AW CUT IN 5'-O X5'-O'I 19
PATTERN (TYP) /
\ /
SITF PLAN
LEGAL DESCRIPTION:
LOT 15, BLOCK 34 INDIAN E5TATES UNIT FOUR, ACCORDING
TO THE PLAT THEREOFA5 RECORDED IN PLAT BOOK 10, PAGE 49
OF THE PUBLIC RECORDS OF 5T. LUCIE COUNTY, FLORIDA,
AA 0003068
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180001031
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ARCHITECTS
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INTERIORS
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PLANNERS
4620 SW 55 AVENUE
m
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DAVIE, FLORIDA 33314
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TEL: (305) 439-3346
Asghar)W Digitally signed
by Asghar J. Fath ,
Fathl, AA0016049
AA0016049 Date: 2020.04.20
CONSULTANT:
�I
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P�
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OWNER:
ADDRESS:
4710 MIDWAY RD.
FORT PIERCE, FLORIDA
PHONE:
REVISIONS DATE BY
I BUILDING DEPART I 04/IT/20 R.R.
COVYRNM law. FAIR I MCWTFCS. W. M WIWI, DESIGNS. MRANGENEHR AND
%ANS NDIGIFD OR PRESENTED W THM pMWINGS ME tl M W,, M[, ME TIE
PROPES.IY OF FATHI ARCMImiS. W. , AND WERE CRFATD MO DPAN'Om FOR
USE ON. AND N CONNECOON WITH THIS EPECIFIED PROJECT. THESES NOS, DESON%
MPANGRIFNIS AND PUNS ARE NOT TO RE USED, gSfADSm. REPRODUCED. A T RED,
CORED OR T FERRED N MY FORM m TMHNER NNTiDEVED. WT HOUR THE SPEDIRC
WROTN PmNSSpN OF TAIR MCRRECR, NC.'
WRIfIEN DINENM)n ON T E ORMINGS S HAW PRECEDENCE Oafli SCAlID
CMEXRpNS. CMTFACTM SHNL VFAWY AND NE RESPONS FOR ONENSIONS
AND CDNODNINS ON THE JOB. FA MCHRECIG. NC, RUSE BE NDHRED MREttAIELY
IN WRIENO OF MY VMIATON FRON THE NNENSRINS AND CONNBONS SHONI W
THESE gUWNOS RE-D VERIFY Ill. CONNINNS PRIOR TO IAYNG OUT OR EMRMRIM
DATE:
07115/I41
SCALE:
AS SHOI.BM
DRAWN:
F.A.
CHECKED:
A.F.
COMMISSION NO.:
M519
SHEET
A-
5HEET NO.
OF
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BATH, #
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TOP (TYP)
PART. BELOW
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WOOD GAB.
COUNTER
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(TYPJ
FOYEIZ.
EL. 0'-0" (Iq.51' NAYD) V
T.O. FIN15H FLOOR N
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-34.5
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1
0
+2
--
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+2 .b DOOR TO THE CRAWL SPACE (TYPJ
OOR AN
-OTAL AREA OF THE A/C E3UILDINC� = 1,2bO S.F.
NOTES:
FLAME SPREAD AND SMOKE DE /ELOPED INDEXES PER R502.10.2
I- NALL AND OEILINC� FINISHES SHALL HA\/E A FLAME SPRMAD
GLA551I=ICATION OF NOT CSREATER THAN 200 AND A SMOKE-DE:\/ELOPE:D
INDEX NOT GREATER THAN 450.
2- INSULATION MATERIALS, FACINGS, VAPOR RETARDERS SHALL +-IA\/E A
FLAME SPREAD GLA5SIFIOA7ION OF .NOT GREATER THAN 25 AND A 5MO<E-DEVE:LOPE:D
INDEX NOT GREATER THAN 450.
n
;�..... e.°..e;e; a>var..�,.y, :do-,. .�. •c °� .. .,
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AA 0003068
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IB 0001031
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ARCHITECTS
INTERIORS
PLANNERS
4620 SW 55 AVENUE
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DAVIE, FLORIDA 33314
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TEL: (305) 439-3346
O F4 0,
APRF J. F
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9R00160M
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5LOPE 1/41/FT. 5LOPE 1/4"/PT.
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— 51.X511X3/8'" STEEL
BEAM HIELVED TO THE
DECK W/ 5/16' WELD
BELOW (TYP.)
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As har J. Digitally signed
g by Asghar J.
Fdthl, Fathi, AA001 6049
AA0016049 Date: 2020.04.20
10:24:11-04'00'
CONSULTANT:
Id-1
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OHWKED:
A.F.
0OW15510N NO.:
071519
SHEET
A-2
SHEET NO.
OF
FATHI ARCHITECTS, INC.
AA 0003068
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£
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ARCHITECTS
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INTERIORS',
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PLANNERS
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55 AVENUE
ca
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DAVIE, FLORIDA 33314
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TEL: (305) 439-3346
o f @f at h i a rc h i t e c ts. c o m
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(TYPJ
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-- _ —
FRONT ELEVATION 1/4"
LEFT SIDE ELEVATION
1/4 "
i
I
RIGHT SIDE ELEVATION
5TEEL CANOPY WELDED
TO THE CONTAINER, PRIMED AND PAINTED
CONT. 5ALV. MTL. DRIP (TYP)
EL. +q'-&"
T.O. ROOF
WHITE ALUM. IMPACT DOOR5/WINDOW5
(TYP-)
SMOOTH STUCCO OVER VINYL MESH
ON 1 1/2" FOAM OVER CONTAINER'S 5KIN (TYP)
r=L. O'-O"
T.O. FIN. FLOOR
EL. +,I'—&"
T.O. ROOF
EL.O'-O"
T.O. FIN. FLOOR
2'-0" X2'—O" STEEL ACCF-55
DOOR, PRIMED AND PAINTED
IEVIEWED FOR
BE-eOMPLIANCE
LUCIE COUNTY
BOCC
FILE COIN
RIGHT SIDE ELEVATION
5TEEL CANOPY WELDED
TO THE CONTAINER, PRIMED AND PAINTED
CONT. 5ALV. MTL. DRIP (TYP)
EL. +q'-&"
T.O. ROOF
WHITE ALUM. IMPACT DOOR5/WINDOW5
(TYP-)
SMOOTH STUCCO OVER VINYL MESH
ON 1 1/2" FOAM OVER CONTAINER'S 5KIN (TYP)
r=L. O'-O"
T.O. FIN. FLOOR
EL. +,I'—&"
T.O. ROOF
EL.O'-O"
T.O. FIN. FLOOR
2'-0" X2'—O" STEEL ACCF-55
DOOR, PRIMED AND PAINTED
IEVIEWED FOR
BE-eOMPLIANCE
LUCIE COUNTY
BOCC
FILE COIN
O
,.-
LN)
4�
r
R
OWNER:
ADDRESS:
4-110 MIDWAY RD.
FORT PIERCE, FLORIDA
PHONE:
REVISIONS DATE BY
CORYNORT iSRD, FATII MCHDECM NO. ALL IUFM, DESIGNS, MWNGFJJFNIS AND
FEANS NDM M OR PRESENTED BY MIS DRN MGS ME OWNED BY. AND ME WE
PNOPMIY OF FAMI MCHI=S, INC. AND METE CRFATD AND OEVD3NIED FOR
USE ON, MO IN CONNECTION ISMTIIB SPECNED PROTECT. THESES IDEAS, Df90N3,
MRMGEMENIS MD MINS ME NOT M BE USED, MSCLDSFD. REPRODUCED, &TRED.
CONED OR WMSROBED IN ANY FORM OR NANNES NIMRSOEVER, BTNdT TIE SPECIRC
"'RUEN PEIOSSSDN OF TMMI ANCHRBCIS, IND.'
NNITEN DNENSIONS ON RHESE pWNNGS SNML NNW RiECEOFNCE OVER BCMED
OIMENNONS OONNACTOR SN VNNY AND BE RESMNBINE MR DIMENSIONS
AND CONDM*Bi ON WE JO& FATS MCHOECIS, INN MM BE NOTB® IMIIFDNMY
IN WRONG OF ANY VMNTON FROM TIE DIMENSIONS AND CONUTIIONS SHO N BY
THOSE DRMINDS H6D VERBY M OONOTBORS R ON M WNG OIR OR FMRTOMNG
DATE:
OlASAII.
SCALE:
AS SWMN
DRAWN:
R.R.
CHECKED:
A.F.
COMMISSION NO.:
71I519
SFIEET
sue'
51EET NO.
OF
I
CONTAINER'S SKIN (TYP.) wnu Jr u H N �u
CONTAINER'S SKIN (TYP)-7
TYP) - 3/1611 2-24 TEL: TEL: (305) 439-3346
MODIFIED ROOFING OVER 5/6" CONT. GALV. DRIP EDGE (TYP)
„ (TYP) - PLYWD., ON 2X4 AT I6" O,G. - i of@fathiarchitects.com
/Ib° 2"- 4 SLOPE TO EDGE (TYP)
1/4"/FT. SLOPE (TYP) 1/ '/FT. SLOPE (TYP) NOTE: CONT. MTL. DRIP (TYP) I I 5"X5"X5/&" 5TEE� 16 81I
4"/FT. SLOPE (TYPJ ALL NELDIN6 TO BE IN ACCORDANCE 1/4'/Ft. SLOPE (TYPJ— EXIST. STEEL DECKING (TYP.) BM. (TYP) F
__ 0 F /
H/ MERIGAN WELDING STANDARD, �_ �� f,
TYP 9 b 0
AND STATE CERTIFIED WELDER IS � \ � 4"X4 XI/4 STEEL � (TYP) � �
REQUIRED FOR ALL FIELD I-ELDIN65. F-RO6F \t \ 3/I6" (TYPJ 3/Ib' p �pR F q
_ � COL. (TYPJ y 9s
n ODIFIED ROOFING OVER 5/6" J - - - Q
ON 2X4 16" D.G. „ p—�(n'�'.) y
SLOPE 'i..E[GC 12 GA. STEEL PANEL ROOF DETAIL 3/4
„
3A6° OF CONTAINER{ J �<"°Roo16Tn9 V
' COL./DM. CONN. 3/4 COL./DM. CON 3/4„ O
ri 2"X2"X 66+ --__—. 5/b" DRYWALL ON 5 5/b" (256A) MTL 5TIJ05 AT STFRED ARO�\
�lN TOP IL Ib° O.CLA W/ R=30 IGYNENE CONTAINER'S SKIN (TYP)
5"x5°x3/b" STEEL BEAM (TYP) OF GONTAI�ER J INSULATION (TYP)
n
4"XWXI/4" STEEL Digitally signed
COL. (TYPJ
SMOOTH 51VGG0 ON VINYL MESH CONTAINER'S CHANNEL
(TYPJ gharJ. byAsgharJ.Fathi,
3/Ib'
12 6A. GO RUGA GONT OVER I I/2" FOAM OVER THE COL. (TYPJ 2"X2"XI/4"XO'-b" AA0016049
u HELPED
T STEEL COL. SIDE PANE (TYP CONTAINER'S SKIN (TYPJ STEEL ANGLE, 4 PER COL. Fa
NEEDED TO CHANNELS l
EACH SIDE (TYP)
" 4'XI2"XI/2" TOP PLATE (TYPJ 1/2" DRYWALL ON 2 I/2" 20 6A. STUDS p /t O ^ n Date: 2020.04.27
11 _ I'. 0 16" O.G. BRACED TO THE SKIN - AA O 6 `t7 1 1:02:01 -04'00'
,
u - H/ R=II IGYNENE INSULATION (TYP) WX4"XI/W STEEL
AFTER ALL REINFORCING HAS LAM. FLOORING OVER EXIST. COL. (TYP.)
ii NOTE: REMOVE GONTAINER'5 WALL
- BEEN PLACED AND WELDED (TYP) 3�I6HI H"
n CONTAINERS FLOOR (TYP) - ---�(rr�.). GON TANr:
u
4"LONG. SLAB W/ bXb WIAXWIA
r1rp3/Ib" ) FILNL0-fr) I.LCOMP. .TREATED INTERIOR :COL. DETAIL - 3/4" SIDE COL. '.,DETAIL.. 3/4"
n
n
n 5"X5"XI/2" STEEL PLATE 3/Ib" ba (TYPJ I (TYfJt
n W/ (2) 5/8," DNA. X4" STUD ANCHOR P T 9
m EACH CORNER WELDED TO THE
51EEL CHANNELS OF THE CONTAINER �fiO1�OF 5€COND TEOOR (TYP.) tEA
'X4"XI/4" STEEL
H 3/Ib" WELD (1YPJ 3/I L, (TYP.) I ��
66A. NC.' S JOIST . • �•®i — - - r
„ (TYP) OF CONT. 0 12" O. . - b'XB'XI/2' STEEL PLATE �• - 2"XI/4"XO'-b" L T�
+l_ 3/Ib 8° WELDED TO BOTT M.RAIL (TYP) •li: H/ (2) 5/b" VIA. X4" STUD ANCHOR �•
EACH CORNER HELDED To THE EEL'AN6LE, 4 PER COL.
8"XI2" GONG. COL. W/ "G" SHA GO STEEL --
�. W 3 16" HELDCHANNEL(TYP) HE CONTAINER - _ �•. CH SIDE (TYP) `
4#5 VERT. AND #5 TIES FORMED' (5 A) G NT.1.4
a W (TYPJ - BOTTOM IL J #5 N05E BAR (TYP)
..� 8 C.M.U. W/ #5 ® 52" O.G. ---.__ �N�.�
H/ b"Xb" GAP W/ 2#5 GONT.
GONG. FILL ALL CELLS (TYPJ 3�61 aII S„ iTYP.�
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WF-I6 F-I �-16 COL./CONTAINER CONN. 3/4„ COL. CONTAINER CONN. 3� „ W
i
ALL SECTION 1/� WALL SECTION 1/2" � WALL SECTION 1/2"
-z TYPICLA ERIOR INF EME
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FULL HT.
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' (TYP.)
4XIAV 57EF-L TUBE
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9ZAME VERTICAL
OUND DOORS
ROER THAN &-
ALUM. FRAMED IMPACT
WINDOW (TYP)
GED TO PANE
(TYP) O.G.
TYP. INTERIOR ELEVATION
5/H9" DRYWALL ON
5 51V FURRING a 24" O.G.
HORIZONTALLY W/ R=50 IGYNENE
INSULATION (TYP)
21IX4"XI/V STEEL TUBE TO
5/5" DRYWALL ON
FRAME ALL WINDOWS/DOOR5
3 5/5" FURRING ®24" O.G.
OPENING, EXTEND VERTICAL FULL LENGHT
HORIZONTALLY W/ R=50 IGYNENE
FOR ALL DOORS AND OPENING, OVER b'-0" (TYP)
INSULATION (TYP)
SMOOTH 5YUGG0 FIN. ON VINYL
_
SMOOTH SYUCCO FIN. ON VINYL
REINF. MESH OVER 1 1/2" FOAM
REINF. MESH OVER 1 1/2" FOAM
OVER STEEL SKIN (TYP)
OVER STEEL SKIN (TYP)
— 1/2" DRYWALL ON
1/2" DRYWALL ON
20 IBA. 2 1/2" MTL. STUDS 0 16" O.G.
20 ga. 2 1/2" MTL. STUDS a Ib" O.G.
BRACED TO THE SKIN W/
BRACED TO THE SKIN W/
R= II IGYNENE INSULATION (TYP)
R= II IGYNENE INSULATION (TYP)
IX6 GONIT. ND. BASE (TYP)
IXb CONT. WD. BASE (TYP)
phpi
LAMINATE FLOORING OVER 5/8"
+
LAMINATE FLOORING OVER 5/5"
PLYWOOD 5HEATHIN6 ON 50# FELT
PLYWOOD SHEATHING ON 50# FELT
OVER THE CONTAINER'S FLOOR (TYP)
OVER THE CONTAINEW5 FLOOR (TYP)
CONTAINER'S FLOOR SYSTEM (TYP)
.CONTAINER'S FLOOR SYSTEM (TYP)
TYP
WINDOW/DOOR
OPENING
DETAIL
3/4"
3/4" TYP. CONTAINER WALL SECTION 3/4"
OWNER:
ADDRE55:
4-110 MIDWAY RD.
FORT PIERCE, FLORIDA
PHONE:
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY REVISIONS DATE BY
BOCK I BUILDING DEPART 04/11/20 R.R.
BUILDING DEPART 04/27/20 R.R.
TCORRUGATED 12 (SA. CONTAINER
GEILINO CTYP.)
5/8" DRYWALL ON 5 5/5" FILE C(
STUDS Gp 16 " O.G. (TYP.)
I!2" DRYWALL FIN: ON
5 5/8" (25 GSA.) METAL
I STUDS ® 24" O.G.
ITYP.)
NOTE: PROVIDE DBE.
STUDS ® DOOR
OPENING (TYP.)
GONT. TRAGIC W/ HILTI
"ENGG" POWER ACT.
24" O.G. (TYP.)
IX6 CONT. WE). BASE (TYP.)
L
LAMINATE FLOORINCS OVER 5/8"
PLYWOOD SHEATHING ON 50# FELT
OVER THE GON7AINER'5 FLOOR (TYP.)
GON7AINER'5 FLOOR LINE: (TYPJ
INTERIOR PARTITION DETAIL
PARTITION
SUPPORTINC, PLLUMBINCS
F'IXTIJRES
AND
CABINETS
SHALL BE DBL. 25 GSA.
AT I&" O.G.
(TYP.)
COPYMCHF 19117, FATHI ARCHITMMS W. ALL IDIM, OM . ARRANGFNENHB AND
PHANS NDICAT9 OR PRESMIM RY TWS m"NGS ARE OWNm BY, AND ARE TIE
PRCAETIY OF FATI ARCMIF.CIS, NG ANOWERE CREAM AND DEYEIFOED FOR
USE ON. AND N CONNECIpN WNH TNS SPECIRm P .. THESES IGFAS, DESIGNS,
ARRMIGMRNS AND P ARE NOT TORE USM, N9IXOSM. RcPRODUCM, KTTFO,
CORM OR TNNSFERRM N ANY FORM OR N4NHSR WHAlSCEVFR, MTNNR THE SPECWK:
WgHRM PE 1014 OF TAM ARCHRFCHS, YIG'
WROTEN DIMFNSKINS ON THESE NMWNGS SH HMVE PRMEDENCE OMt SCMm
NMEMgNS CONNMfCR SH.G.L VQdFY NID RE RMWNSIN£ iOR DWEN9YXS
AND CONOMIS ON THE JOB. FAIR AACKMm M. HART RE N011110 NMEDHAT Y
IN WNIING OF ANY VAR ON FROM THE NMENSIONS AND CONOOIONS SHOWN RV
T E OPAWNGS, REm VMNY P CONNTONS PRIOR M IAYNG OUT ON FMRICATNG
ISSO IAM WORK.
DATE:
07/15/19
SCALE:
AS SH O N
DRAWN:
R.R.
GNI=EKED:
A.F.
COMMISSION NO.:
0'715I4
SHEET
A-4
SHEET NO.
OF
4'-0" Q
1 _
ll Ilk
I
O O O O
WINDOW ELEVATIONS (ALL WINDOWS/ STOREFRONTS TO BE ALUM. IMPACT RESISTANCE, COLOR TO BE 5ELEC
ELEVATION A ELEVATION B ELEVATION O ELEVATION DELEVATION E
DOOR ELEVATIONS (ALL EXTERIOR DOORS TO BE ALUM. IMPACT RE5I5TANGE, COLOR TO BE SELECTED BY ONNER) 1/4 99
OOSCHEDULE
a
1
1
1
u
e
e
e
•
TYP. WINDOW HEAD/SILL/JAMB DETAI
SMOOTH STUCCO ON REINF.
VINYL MESH, OVER 21/2" FOAM (TYP)
30# FELT IN GAULKINO (TYP)
-IN6 SCREWS
CAULKING
Y
-- SMOOTH STUCCO ON REINF.
VINYL MESH, OVER 21/2" FOAM (TYP)
30# FELT IN CAULKING (TYP)
IX6 P.T. BUCK WITH
#12 SMS SELF DRILLING SCREWS
AT 12" O.C. (TYP)
114" MAX. SHIM AND CAULKING
ALL AROUND (TYP)
DOOR FRAME
WE (TYP) � 2X4XI/8" STEEL FRAME (TYP.)
.,. 21/2" 206A. STUDS 5/8 OR Y A IL ON 2I/2" 20GA. STUDS
® 16" O.G. W SPRAY FOAM ® 16" O.G. A/ SPRAY FOAM
INSULATION (TYP) INSULATION (TYP)
L 399 TYP. DOOR HEAD/JAMB DETAIL 39
9
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPY
FATHI ARCHITECTS, INC.
!AA0003068 £
I B 0001031
U
ARCHITECTS
D
INTERIORS
a
PLANNERS,
4620 SW 55 AVENUE
L
DAVIE, FLORIDA 33314
co
TEL: (305) 439-3346
A56HAR SJ. EAL, FATHI, RA.
LAROOII
`A\
CONSULTANT:
O
T 9
L^rP
P
TTT�
C)
OWNER:
ADDRESS:
47110 MIDWAY RD.
FORT PIERCE, FLORIDA
PHONE:
REVISIONS DATE BY
TNREN OMENAONS ON TIESE DRMiNGS S MA PRECmENLE OVER SCNED
DIMENSNNS OONIRV;DR SNNL VERIN AND BE IVWONS MR DME10NOIS
AND CONDIIXNS ON THE AOR FAUN ARCHRLIS. INC. MUSE BE NORRED IMMED MY
IN MRIING OF ANY MMSATON ROM THE DIMENSIONS AND CONDMNS SNOMN BY
THESE DMMMD6. RW VFAMY ALL COMIBONS RIOR M WING OW ON FABRIGTNG
ASSO m 10ORN.
DATE.
0'71I5A9
SCALE:
A$ 5140WN
DRAWN:
R.R.
0HEGKED:
A.F.
00MM15510N NO.:
07I519
SHEET
A-5
SHEET NO.
OF
WF-I6
"X . "XI 2" PLATE WI/
I
I
( (2) 5/5"X4" STUQ I
I
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-
I
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I TODCONTAINER'S CHHANDED LL (TYP) I
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I
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W/ #5 a 521, O.t. IN
&ROUT FILLED ICELLS
AND B"Xa" CA� W/ 2#5 CONT. (TYP) I
I
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I
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0
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(TYP.)
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FOYER
&ROUT FILLED CELLS
AND aXa GAP W 2#5 CONT. (TYP. )
I
13'
EL.
(1.51' NAVD)
T.O.
FIN1 F
FINI SH FLOOR
tr
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a"Xe, "XI/2" PLATE W/
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I
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AND a I3' 4" O.C. WELDED
70 CONTAINER'S CHANNEL (TYP)
o o
__-
_-
Nab-
13,_4,, F
FOUNDATION PLAN
4" GONG,. SLAB W/ bX6 -
W 1.4xW 4 W.W.F N
TREATED WELL]
COMPACTED FILO
L FOR .U.
1/49f�
STRUCTURAL NOTES:
1.0 SITE PREPARATION
4.2 FILL SHALL BE GOAR5E-GRAINED AND FREE FROM ANY ORCPANIG OR OTHER DELETERIOUS
1.1 A SUBSURFACE INVE5TIOATION HAS BEEN COMPLETED AT THE PROJECT 517E BY
MATERIAL. FILL SHALL BE PLACED IN 12-INCH MAXIMUM LAYERS AND COMPACTED TO AT
LEAST 9b PERCENT OF MAXIMUM DENSITY IN ACCORDANCE WITP A5TM D-1557.
501LPROBE ENGINEERING B TE5TIN6 , INC. 501L BORING LOOS AND SITE PREPARATION
PROCEDURES ARE INCLUDED IN THE PROJECT SOILS REPORT, DATED AU6U5T 28, 2019
5.0 CONCRETE WORK
WHICH 15 AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS.
5.1 REINFORCEMENT SHALL HAVE THE FOLLOWING MINIMUM CLEAR CONCRETE LOVER:
1.2 ALL 51TE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SOILS
CONCRETE CAST A6AINST THE GROUND 3"
REPORT.
CONCRETE EXP05ED TO THE WEATHER - 2"
STIRRUPS AND TIES 1 1/21,
1.5 DE51ON 501L BEARING PRESSURE AS PER PROJECT SOIL REPORT 2500 P.S.F.
5.2 REINFORCEMENT SHALL BE BENT, LAPPED AND SPLICED IN ACCORDANCE WITH AGI
1A A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING
SPECIFICATIONS AND STANDARD DETAILS, WITH A MINIMUM LAP OF 4a BAR DIAMETER.
MINIMUM TESTS. REFER TO SOILS REPORT FOR ANY ADDITIONAL TESTING.
5.5 COLUMNS SHALL BE POURED TO BOTTOM OF BEAMS AND ALLOT-EP TO ATTAIN INITIAL
a) ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF COMPACTED SUBGRADE AND
SET BEFORE PLACING CONCRETE BEAMS OR SLABS ABOVE. THE MINIMUM TIME INTERVAL
COMPACTED FILL.
SHALL BE THREE HOURS.
b) ONE DENSITY TEST AT EACH COLUMN FOOTING.
5.4 CONCRETE TIE BEAMS AND BEAMS IN REINFORCED MASONRY SHALL BE PLACED USING
c) ONE DENSITY TEST PER 50 FEET OF WALL FOOTING.
THE WALLS AS BOTTOM FORMS, AND SHALL HAVE CONTINUOUS REINFORCING. SPLICES SHALL
BE MADE IN THE END ONE THIRD OF BEAMS SPANS, AND SHALL BE AT LEAST 4a BAR
1.5 ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT,
DIAMETERS. AT CORNERS, AT LEAST ONE HALF OF THE BARS SHALL BE SPLICED WITH
STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR.
6'-0" LONG CORNER BARS, BENT AT MID -LENGTH.
1.6 THE SIDES OF FOOTIN65 MAY BE EARTH FORMED IF THE EXCAVATION CAN BE KEPT
5.5 TIE BEAMS SHALL HAVE NO.5 STIRRUPS ON 12-INCH CENTERS FOR 4'-0" AT THE
VERTICAL, GLEAN, AND STABLE, OTHERWISE, PLYWOOD FORMS MUST BE USED.
ENDS OF WALLS AND AT CORNERS AND ON 4b-INCH CENTERS W RE.
ELSE HE
I.7 UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A
5.6 PROVIDE CORNER BARS BENT 4a BAR DIAMETERS EACH SIDE OF CORNER OF FOOTING.
CERTIFICATE OF COMPLIANCE SHALL BE 15SUED TO THE BUILDING DEPARTMENT BY THE
LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
6.0 MASONRY
" THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION
6.1 MASONRY WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FLORIDA BUILDINO CODE
OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND
AND SPECIFICATIONS FOR MA50NRY STRUCTURES, AGI 530.05.
LAW5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES."
6.2 ALL MA50NRY WALLS SHALL BE PROVIDED WITH HORIZONTAL JOINT REINFORCEMENT AT
EVERY OTHER COURSE FOR RUNNING BOND AND AT EVERY COURSE FOR STACKED BOND.
2.0 6ENERAL
THE REINFORCEMENT SHALL BE NOA LADDER TYPE, AND SHALL BE EXTENDED AT LEAST INCH
INTO COLUMNS.
2.1 ALL WORK SHALL COMPLY WITH THE CURRENT REQUIREMENTS OF THE FLORIDA
BUILDING CODE 2017, bTH ED., BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 31b),
6.3 VERTICAL CELLS TO BE &ROUTED SHALL PROVIDE VERTICAL ALIGNMENT ADEQUATE TO
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDIN65 (AGI 501) AND ALL OTHER
MAINTAIN CLEAR UNOBSTRUCTED, CONTINUOUS VERTICAL CORES MEASURING NOT LESS THAN
PROTRUSIONS
SPECIFICATIONS REFERENCED THEREIN.
2" BY 3", AND 6PALL Be KEPT CLEAR OF MORTAR AND DROPPINGS.
2:2 THE GONTRAGTOT SHALL VERIFY ALL DIMENSIONS; DETAILS AND JOB SITE CONDITIONS
„+-„
6.4 &ROUT SHALL BE A PLASTIC MIX WITH A SLUMP OF 9 (/ I ).
BEFORE GOMMENCIN6 WORK, AND SHALL NOTIFY THE ARCHITEGT/ENCINEER OF ANY
DEVIATIONS FROM THESE DRAWINGS.
6.5 &ROUT SHALL BE PLACED BEFORE ANY INITIAL s£i HAS TAKEN PLACE, AND THE GROUT
SHALL NOT RE -TEMPERED WITH WATER. GROUTING SHALL BE ONE CONTINUOUS OPERATION IN
2.5 THE CONTRACTOR SHALL PERFORM ALL WORK IN A SAFE MANNER. THE CONTRACTOR
LIFTS NOT EXCEEDING FOUR FEET, WITH A MAXIMUM POUR OF 12 FEET.
SHALL IMMEDIATELY NOTIFY THE ARGHITECT/EN6INEER OF ANY CONDITIONS ENCOUNTERED
AHIGH MI6HT ENDANGER THE STABILITY OF OR CAUSE DISTRESS TO THE STRUCTURE.
6.6 GROUT SHALL BE CONSOLIDATED BETI^EEN LIFTS BY RODDIN6, PUDDLING OR MECHANICAL
VIBRATION.
5.0 MATERIALS
7.0 WOOD
5.1 CONCRETE SHALL HAVE A 2b-DAY COMPRESSIVE 5TRENC-HT OF THE LEAST 5000 P51,
UNLESS OTHERWISE SPECIFIED IN THE DRAWIN65.
7.1 ALL LUMBER SHALL BE N0.2 SOUTHERN FINE UNLE55 OTHERWISE SPECIFIED.
5.2 REINFORCING BARS SHALL BE A5TM A-615, &RAVE 60.
72 ALL NAILS, 50PEW5 AND CONNECTORS SHALL BE 5TAINLE55 STEEL OR GALVANIZED.
5.5 LUMBER SHALL BE NO. 2 SOUTHERN PINE.
*13 WOOD ROOF/FLOOR TRUSSES SHALL BE DE51ONED BY THE SPECIALTY
ENGINEER
MANUFACTURER. SHOP DRAWIN65 AND CALCULATIONS SHALL BE SUBMITTED
TO THE
5.4 CONCRETE MASONRY BLOCKS SHALL CONFORM TO ASTM G90, TYPE I, 6RADE N-1,
ARGHITECT/EN&NEER TO BE APPROVED BEFORE FABRICATION. TRUSSES
SHALL BE BRACED
WITH A MINIMUM SHELL THICKNESS OF 1 1/4". THE MINIMUM MASONRY 5TRENOHT (Pm')
IN ACCORDANCE WITH BRACING DIA6RAM5 TO BE FURNISHED BY THE MANUFACTURER.
SHALL BE 1500 P5I.
T4 ALL ROOF SHEATHING TO BE 5/a" EXTERIOR PLYWOOD NAILED WITH IOd NAILS AT
53 MORTAR SHALL COMPLY WITH A5TM C270, TYPE M.
AT PANELEVCOR NE " EDCENTER AT INTERMEDIATE SUPPORTS AND
4"
ON CENTER AT 7E
3.6 STRUCTURAL STEEL SHALL COMPLY WITH A5TM A-56 FOR PLATES AND STEEL SHAPES.
8A DESIGN LOADS
3.7 WELDING ELECTRODES SHALL BE ETC, AND SHALL BE 501TABLY PROTECTED AFTER
OPENING THE CONTAINER.
ROOF:
SUPERIMPOSED DEAD LOAD S PSF
3.5 ALL NAILS, SCREWS, HANGERS AND CONNECTORS SHALL BE STAINLESS STEEL OR GALVANIZED.
LIVE LOAD 20 PSF
5.41 ALL FABRICATED PRODUCTS USED IN THI5 CONSTRUCTION MUST HAVE DADE COUNTY
PRODUCT APPROVAL
4.0 51TE PREPARATION
WIND:
4.1 REMOVE ALL DEBRIS AND TOPSOIL FROM THE CONSTRUCTION SITE, AND DISPOSE OF IN
WINDOWS AND DOORS- SEE ELEVATIONS.
AGGORDANCE WITH ALL APPLICABLE REGULATIONS.
ROOF UPLIFT- SEE ROOF PLAN AND CONNECTION SCHEDULE.
WIND LOADS- THIS STRUCTURE HAS BEEN DE516NED FOR A W1ND VELOCITY OF 150 MPH ULT.,
NOMINAL 116 MPH, WITH AN EXPOSURE CATE60RY OF."C" AND IMPORTANCE FACTOR OF 1.0
FOOTING
SCHEDULE r'c=3,000 PSI
COLUMN
SCHEDULE
r'c=3,000 PSI
MARK
SIZE
REINF.
REMARKS
MARK
DIMENSIONS
VERT. REINF
#3 TIES
REMARKS
LON&IT.
TRNSV.
TG
a"x12"
4#5
®b"O.0
-
WF-16
20"x12" CONT.
2#5 CONT.
5G
4"X4"XI/4"
-------
-------
WELDED TO CHANNEL
F-I
4'-O"X4'-O"XI2"
5#5
5#5
5*5 E.W. TOP
AND EDGE BEAM -
WF-12
16"xl2" CONT.
2#5 CONT.
ROOF UPLIFT
PRESSURES
REVIEW
CODE CO
ST. L.UCI
ZONE
Oj
O
�J
5RO55 UPLIFT
-37.2
-5a.6
-58.6
GRAVITY
NET UPLIFT
+10.0
-27.2
+10.0
-48.6
+10.0
-46.6
-
ED FOR
MPLIANCE
E^COUNTY
130r.0
FILE COPY
.'r 3 ;nl" �^"7a'
IB 0001031
0
ARCHITECTS
INTERIORS
a
PLANNERS
c
4620 SW 55 AVENUE
DAVIE, FLORIDA 33314
m
TEL: (305) 439-3346
ASghar l Digitally signed by
Asghar J. Fathi,
Fathl, AA0016049
Date: 2020.04.20
AA0016049 10:19:37-04'00'
CONSULTANT.
t1,4
W
O ®�
OWNER:
ADDRESS:
4"110 MIDWAY R.P.
FORT PIERCE, FLORIDA
PHONE:
REVISIONS DATE 6Y
COPT 107. FAM WHREIM. M ALL RIM DESIGNS, MRANGEMENTS AND
FWE; NRIGIED OR PPFSFNIED BY THEI DRAWINGS ME OWNED W. AND ME TIE
PROPERIT OF FATH MCHIE M W. AN WERE CREATED AND OEVFIPOED MR
USE MR AND M COMECT WRN THEI SPECIM) PROJECT. THESES IDEA$ DE4ONS,
MRMGFAfNiS AND PW ME NOT TO RE USED. D6CLCBED, REPRODUCED, ALTERED.
COED OR TRMSFETNRD RJ MY MINI OR MANNER IRIIW VER. WRHOUF TIE SPEQFlC
VARTTEN PERMI5.40N OF 7AMI MCNIIFLTS. MC.'
WRRTEN dNENSIdb ON THESE DRNAA RIGS SMALL HAVE PFECEDETW:E OVER SGVID
M&NSKYNS. CONIRMIOR SINU. WTRFY AND m RESPIXLRSI£ FOR DIMENSIONS
AND CONEWRON5 ON THE JOB. EARN MCHRFDTS. M. RUST RE NOTFRD NMFIBATELY
IN WRITING OF MY VMIA" FROEI THE DNENS AND CON IROIS SHOWN BY
T Nt GRAFNSS. FlE1D VERFY ALL COWNfX1I6 PRICK TO IATNG qlT OR FABMCAIING
DA♦T�E,�
avis/19
SCALE,
AS SHOWN
DRAdg4:
R.R.
CHECKED,
A.F.
COMMISSION NO.,
-- Q715I9.
SHEET
S-
SHEET NO.
OF
1
r
5/6" STL. PLATE FORMED
GORN€R CONDITION (TYP)
I/2" ROD WELDED 4" A.F.F.
AND ROOF, AND ONE AT MID HT.
12 &A. GORREOATED SKIN (TYP.)
STEEL CHANNEL BELOW (TYP.)
1"X-7"X5/4" STEEL BOX BELOW (TYP)
12 &A. CORRE6ATED SKIN (TYP)
STEEL CHANNEL BELOW (TYP)
1 CORNER CONDITION AT THE END 2
i
/ CORNER CONDITIONRMED
12 &A. CORRI55ATEP SKI 4 (TYP)
5/6".5TL. PLATE FORMED
CENTER CONDITION
1/2" ROD WELDED 4" A.F.F.
AND ROOF, AND ONE AT MID HT.
--:5/1T6"2
EEL CHANNEL BJ(T'rP.
N.
i"X-T"X5/4" STEEL BOX BELOW (TYP.)
1/4"X4" 5TL. PLATE CONT. WELDED
TO BOTH CONTAINERS
12 &A. GORRE6ATED SKIN (TYP.)
STEEL CHANNEL BELOW (TYP)
7 5/6" STL. PLATE FORMED
5'-0" FROM EACH CORNER CONDITION
12 6A. GORRESATED SKIN',(TY'P)
STEEL CHANNEL BELOW (TYP.)
i"XT X5/4" STEEL BOX BELOW (TYP)
I
NOTE:
ALL WELDING TO BE=STANDARD,
W/ AMERICAN WELDIAND STATE CERTIFIREQUIRED FOR ALL
r4�)IiCENTER CONDITION OF TWO CONTAINERS
"1"X7"X5/4" STEEL BOX BELOW (TYP)
I
STEEL CHANNEL BELOW (TYP.)
5/I6" WELD ALL AROUND (TYP)
2"X2" STEEL TOP TUBE
/Ib II (ttP.)
12 6A. GORI ZBOATED SKI 4 (TYP)
I"X5"X5/4".STEEL BOX BELOW (TYP)
5/5" 5TL. PLATE FORMED
CORNER CONDITION
6 CENTER CONDITION OF TWO
-2 AT THE DOOR LOCATION
5 VERTICAL CONDITION
S-2 AT THE CORNER OF THE CONTAINER
AND 3'-0" FROM CORNERS
CORNER CONDITION AT DOORS
AT THE DOOR LOCATION
RS
3"
5/5" STL. PLATE FORMED
CORNER GONDTION (TYP)
1/2 ROD WELDED 4" A.F.F.
AND ROOF, AND ONE AT MID HT.
"7"X"1"X5/4" STEEL BOX BELOW (TYP.)
12 6A. CORRBOATED SKIN (TYP)
STEEL CHANNEL BELOW (TYP.)
NOTE:
FATHI ARCHITECTS, INC.
s� s'�eARCHITECTS
0 a
r"ogINTERIORS.
a'. `.. PLANNERS
a
.C>y�4620 SW 55 AVENUEa
H�$E
�C�y'bir
R� g. Y9.Ln'N 4' • +% �'Sargfrv,<y A'Y' �`
j�Y�h� ¢rry � q Sid J.H��B'rn a�BSt.
+0 A �� A A • A �e f
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE'CIUP
AsgharJ. Digitally signed b�
Asghar J. Fathi,
Fathi, AA0016049
Date: 2020.04.27
AA001 6049 11:02:52-04'00'
CONSULTANT:
OWNER:
ADDRESS:
47110 MIDWAY RD.
FORT PIERCE, FLORIDA
PHONE:
REVISION5 I DATE I BY
I BUILDIN19 DEPART 1 04/21/20 AF
COPMWHT 1997. RIM ARCH0117M NO All ICF/5. DIRSIGS, ARRANGQ@DB AND
PUNS NOIGTFD OR PRF9FNIED BY IRKS pRAW1NG5 IRE OMD W. AND ARE TIE
FROPFWF( OF FATHI ARCHDmb, NC. AND NFNE CREATED AND DETkIPOm FOR
UBE ON, AND N CONNECTION WON THIS SP 0) PROTECT. T11E56 IDIM DEBIDNB.
ARRANGEMENTS AND PUNS ANE NOT TO RE USED. CISCIASm, REPRODUCED, ALTSiFD.
COPIED OR TTbJASEBRFdD N ANY FORK OR EVJIIFTI WINISCEVER, INOIDIR 1FE SPH M
WRRTFII PFAWSRDH OF iMl ARCHITECTS, W
WHITEN q SIDNS ON 1HEBE ORAMNGS SNVI. HAVE F VNNCE pYFF SCAIID
DIMENSMNS. CONTPA.RCN SHUT VEMFY AND RE REBPOESSEE M dNENSIONS
AND CONNTIONS ON THE JOB. FATHI ARCHR S. NC. MUST 9E NOTMTm RIMIOMMY
IN WHWNG OF ANY VA MW FROM TT£ DIME RM AND CONITXMS BHCWN BY
THERE DRAWNGS, MD VER9Y AL CONDIipNS PMOR TO UYING OW OR YABMWW
AS !Am WORK.
DATE,,
01/15/M
SCALE:
A5 SHOWN
DRA 1N,
R.R.
CHECKED:
A.F.
COMMISSION NO.:
091519
SHEET
S
SHEET NO.
OF
2
A-21 A-21
\ \--"Ri-tEEM RTCH-G5XLN OUTDOOR
TANGLE55 6A5 WATER HEATER
\—METER AND DISC.
FLOOR PLAN (ELECTRICAL)
00
- 10,000
1) FLUSH MTV
PANEL(NEMA
ELECTRICAL
®
�IJE J. L �..
hr�•—II'��,�IIIIIuir'®®,
°
FrNm�
r'+sue
���
• ° °•
(a) AFGI G/B /' \
RISER DIAGRAM
COMBINATION METER (200A) --=
MAIN (1) 2P-200A
SERVIVGE BY FPL
NEIMA 15KXOW.P.
ELECTRICAL LOAD CALCULATIONS
TOTAL LOAD 5gA00
I5T 10 " o 100'M. 10,000
BAL2%00 o 40% - 11040
A/G s1 Iop00
TOTAL LOAD 51040
51,&40/ 240V. - 155 Amps.
NOTES:
I. ALL BEDROOM CIRCUITS SHALL BE PROTECTED BY
ARC FAULT CIRCUIT BREAKERS
2. ALL SMOKE DETECTOR SHALL BE INTERCONNECTED
AND ALL SHALL SOUND WHEN ANY SINGLE DETECTOR
GOES INTO ALARM WITH BATTERY BArK-UP.
5. WITH EXCEPTION OF KITCHEN; BATHS AND EXTERIOR,
ALL RECEPTACLES SHALL BE A.F.C.I. PROTECTOR
4. ALL RECEPTACLES TO BE TAMPERPROOF:
5. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED
ABOVE BASE FLOOD ELEVATION.
6. ALL OUTDOOR ELECTRICAL INSTALLATION SHALL
COMPLY WITH NEC 110.11, 110.20 AND 358.12.4.
"All AI
-5 #2/0 ,I#6ORD-THWN (OW-2"G
INTER5Y5TEM GROUND BLOCK
#2 (GU) - 5/4"G
2-5/8" GOPPERGLAD GNP (METAL)
GROUND ROD
10 FT. LONG, 61 APART
61_o A BLD67. 5TEEL FOUNDATION
A-5
W
SYMBOLES:
A
® FLOOR SOX RECEPTACLE
O RECESSED LIGHT FIXTURE
A-2 A-2
DUPLEX RECEPTACLE
- MOUNT IS" A.F.F. UNLE55 OTHERWISE NOTED
�!!!l RECESSED LIGHT FIXTURE
DUPLEX RECEPTACLE
- MOUNT IS" A.F.F. UNLESS OTHERWISE NOTED
(WALL WASHER)
240 AMP
SURFACE MOUNTED GEILIN6 FIXTURE
A-5 A-5
O DUPLEX RECEPTACLE
- VERIFY MOUNTING HEIGHT
Q WALL MOUNTED FIXTURE
O.F.I. RECEPTACLE
- VERIFY MOUNTING HEIGHT
20
(DG. PUPLEX RECEPTACLE
L
- ISOLATED CIRCUIT, LEVITON #5362-I6
O EXHAUST FAN
A 3�;.. -41.lW.P.
A-21
RUN #12 GROUND WIRE BACK TO PANEL
/
V...VDDUPLEX RECEPTACLE
- DEDICATED CIRCUIT, LEVITON #5362-10
FLOODFIXTURE
ZD WIRE
RUN #12 GROUND WIRE BACK TO PANEL-
.LIGHT
GOND.
OUAD RECEPTACLE
- MOUNT Ib" A.F.F. UNLESS OTHERWI5E NOTED
o FLUORESCENT FIXTURE
,pp,
COMBO SMOKE DETECTOR AND
sd c CARBON MINOXIDE DETECTOR WITHIN
�l EQUIPMENT RECEPTACLE
- MOUNT 15" A.F.F. UNLESS OTHERNISE NOTED
VOLTAGE AND AMPAGITY AS PER PLANS
O' OF SLEEPING AREA
9
1 4
$ 5WITGH, SINGLE POLE
- MOUNT 44" A.F.F. UNLESS OTHERWISE NOTED
FLUORESCENT FIXTURE
❑
/
�` 5WITGH THREE-WAY
- MOUNT 44" A F F UNLE55 OTHERN15E NOTED
I,
2 -O X2'-O"
- 3 1
...
$D SWITCH, DIMMER
- 51ZE DIMMER WITH TOTAL LAMP WATTAGE
GEILIN6 FAN
- TELEPHONE OUTLET -
- 5/4" EMT STUBBED ABOVE GEILIN6
5/4" EMT 5TUBBED ABOVE GEILIN6
Ed TV OUTLET
DATA OUTLET
-
OJUNOTION BOX
DISCONNECT
- SIZED AND FUSED AS PER EOUIPMENT
NAMEPLATE RATING
MOTOR STARTER
- VERIFY HEATER STRIP SIZE WITH EQUIPMENT
SD -SMOKE DETECTOR
- CONNECT TO BATHROOM CIRCUIT
ARCHITECTS, INC.06831
0U
ECTSRSERS55
r
AVENUE
ORIDA 33314
5) 439-3346
NOTES:
I -MAINTAIN 2 FT. CLEAR HORIZONTALLY
ON FIRE WALLS,
2-MAINTAIN 4 FT. CLEARANCE BETWEEN
BOXES IN GARAGE CEILING.
5-IN ALL AREAS SPECIFIED IN 210-52
ALL 125V-15A AND 20A RECEPTACLES
SHALL BE LISTED TAMPER-RESI5TANCE
RECEPTACLES.
4- PROVIDE ARC -FAULT PROTECTION PER
NEC 210.12(5) .5EE PANEL SCHEDULES.
5- EGRE55 STAIRS ILLUMINATION SHALL
COMPLY WITH FLORIDA BUILDING
CODE RES 515.2 0615,01450,0156
MIN. IFG IN51DE AND OUTSIDE
GENERAL ELECTRICAL NOTES
— ALL ELECTRICAL WORK PERFORMED UNDER THIS CONTRACT
SHALL COMPLY WITH LOCAL CODES AND ORDINANCES.
— ALL CONDUCTORS SHALL BE TWH OR THWN COPPER ALL
EXPOSED CONDUITS SHALL BE RUN AS NEAT AS POSSIBLE
AND PAINTED TO MATCH COLOR OF 5URROUNDIN05. P.V.G.
CONDUIT SHALL ONLY BE USED IN SLAB OR UNDERGROUND
AT A MINIMUM DEPTH OF 24".
— FLEXIBLE CONDUIT SHALL BE USED FOR CONNECTION TO ALL
VIBRATING EQUIPMENT SUCH AS MOTORS, ETC.
ALL WIRING DEVICES SHALL BE LEVITON 11DECORA" SERIES
OR EQUAL AS APPROVED BY ARCHITECT OR ENGINEER
COLOR SELECTED BY ARCHITECT.
ALL RECEPTACLES SHALL BE INSTALLED AT 18" A.F.F. UNLESS
OTHERWISE NOTED.
ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND
MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED
BY THE ELECTRICAL CONTRACTOR.
ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING
FINISHES AND SUSPENSION SYSTEM FOR SELECTION OF THE
PROPER TRIM AND SUPPORT ARRANGEMENT OF THE FIXTURE.
ELECTRICAL CONTRACTORS SHALL COORDINATE HIS WORK
N17H THE ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS,
RECEPTACLES, SWITCHES AND EQUIPMENT FOR EXACT
LOCATIONS.
ALL ELECTRICAL EQUIPMENT MUST BE U.L. APPROVED.
MINIMUM OF 75 PERCENT OF THE LAMPS 1N PERMANENTLY
INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICAINCY
LAMPS.
REVIE'
CODE C(`
ST. LUCIL r:oUi%
FILE COP
AsgharJ. —'-7,gil,llyslgne
by Asghar J. Fath
Fathi, AA0016049
AA0016049 °ate: 2020.04.27
11:01:09-04'00'
CONSULTANT.
0
w
Lu
OWNER:
ADDRESS:
4110 MIDWAY RD.
FORT PIERCE, FLORIDA
PHONE:
REVISIONS DATE BY
I HUILDIN6 DEPART 04/2R/20 AF
■ml
COPYROHE INN. FAM N011 E , INC. ALL IDEAB. DESIGNS, ARRAIOOENIS AND
FUNS WORA ED OR PRESENTED BY TINS DRAWINGS ARE OWNED W. OO ARE THE
FpOPWIY OF FATHI ARCHIIECIS. INC. AND WERE CREATED AND CEVELMED FOR
USE ON MDIN CONNECIIDN WRN tN8 9PFLRED PROIFCf. TIESF3 OFAS. DESIGNS.
AR RANGE]IOlR AND PINTS ARE IW TO BE USED. DOSED, REPROWCED, ALI RM.
COPIED OR T FERRED O ANY FOIW OR WANNER wmT EYEF. WOXOUR THE SPECIM
WWTBEN FER� OF 7ATN ARCHITECTS. INN.'
WRRMN LYNFNSNWS ON TT6E DRAWINGS S NNE PRECEDENCE OVER SCALED
LYWNSq CONTRACTOR SNN.L VERIFY AND BE RPSPdISIM FOR DIMENSIONS
AND CONDITIONS ON THE JOB. FAT11 ARCHNECIS, INC. NUBT BE NOBFRD INWDAMY
IN WRIIING OF M VNWTON FROM TE DDMENSONS AND COHDIIONS SHOWN BY
THESE gAWMDS. FIm VERIFY NL cMARKINS Nddt TO UNNNG D OR FPBHICATND
A930CATED WORN,
DATE:
O'Ul5/141
SCALE:
AS 5HOkN
DRAM:
R.R.
arEVCM.
A.F.
COMMISSION NO.:
O71519
SHEET
E
SHEET NO.
�®
OF
REFRIGERANT LINES
-� ANCHOR W/PONER DRIVEN STUDS (4)
OR 50'XIS15. LAO BOLTS K/ SHIELDS
TO HITH5TAND AND5 OVER IT5 MPH
C.U. INSTALLATION DETAIL N.T.S.
PERFORATED
VENT, 12" HIGH
5/4" CONIDENS
DRAIN w/ 5
UNION AND 0.0
GREEN AREA
6ALV.STEEL
A.H.U. SUPPORT
(5ELF-5TANDIN
NO COMBU5T1
MATERIALS WIT
A.H.U. ROOM
R/A THRU
LOUVER DO
REFRIGERANT LINES
TO OUTSIDE GONIDEN5
UNIT 4" UNDERGROU
GAP
ATE
TRAP
6)
BLE
OR
ND
SUPPLY DUCT -
FO
TO
O
CONDO
FY
HIN
DRAIN
F
-0
D
41N
�
5• 2"A/G G.D.
UNDERSLAB
CEILING
CONDENSING
PARTITION UNIT
PROVIDE 4" CLEARANCE
ALL AROUND AHU
TRANE ANCHORS
(T'YP)
PIPE INSULATION 4" CONCRETE
LOAT 5HITCH PAD
vk/,RAIN PAN EL. +2" ABOVE FLOOD EL.
FLOOR ° T.O. G.U. SLAB
PVC SLEEVE 5CH40
A.H. INSTALLATION DETAIL N.T.S.
AIR HANDLING UNITS SHALL BE MECHANICALLY
ATTACHED TO A/G DUCT
I
1
I
125GF°Nt i 12�3GPM I
4X10, I W 4XI0, 1 k4
-I�o ----1 b•m
I _1 I
W
II
66 T� 4m
C.4M YNI .II
I. �t� GPM
iaXb 1 bXb
ILJ:� 4*0
I
r
L
I,
22X6 '
6"xl0" low.
ABOVE DOOR (TYP)
4�PM
C10, I W
BED #2
I 80 GPM I
I
PATIO
22Xb
TH #
\F - -- ---
22X& 1\ 22X6
--- b•m --- tt 22X6 Wm b.o
r----------
-_ 11--------------------------------------------1
1 IOOGPM 10®GFNI tii IOOGPM IOCGPM I
4X10, 1 W 4XI®, 1 W \\ 6' A HOOD EWDUGT 4X10, 1 P4 4X10, 1 INI 1
m i
.®IYER \k\THRU ROOF OR HALL LIVING
Wt.
0 LI OF SOFFI ABOVE A5
1 0 1 NEE ED FOR 1 HEA/C DUCTS (rj'P
L---- - ---=\\----� 1
----- _ b---- -----------------------------------
co
- \
1
\� 1
4" A 26 &A. MTL. DUCT WITH SMOOTH 1
\\ 1
INTERIOR FIN. THRU HALL - W KIT HEN \` 1
1
SHALL BE TERMINATED OUTSIDE \\
1
OF THE BUILDING, AND SHALL BE UTILITY \\
EQUIPPED WITH BACKDRAFT DAMPER \\ - SCR_
AT THE DUCT �N SHALL MINATIONT BE 57ALLED REP - D/1� , SIG. -------\ \ \/E N
w.+ I. ;
NOTE:
G.U. SHALL BE MIN. 12"
AHAY FROM THE WALL
OR AS PER MF6. RECOMMENDATION,
G.U. SLAB SHALL BE MIN. 2"
ABOVE FLOOD ELEVATION
I" PVC, COND. LINE
MIN. 12" FROM STRUCTURE (TYP.)
F
FLOOR PLAN (MECHANICAL) 1/4"
SPLIT SYSTEM SCHEDULE (TRANE OR EOUAL)
AIR HANDLING UNIT
AIR COOLED CONDEN51N6 UNIT
SYSTEM DATA
K
MODEL
CFM
ESP
FAN
HEATER
KIT
MARK
MODEL
INT
ELECTRICAL
COMPRE550R
FAN
UNIT
MAX
CAP4GITY
SEER
REF. LINES
NO.
NO.
LB5
VOLTS-PH-I+Z
FLA
FUSE
TOTAL
HP
KW
STEP
L65
GTI1.
TONS
FLA
QTY.
FLA
TMBH
SMBIi
SUCTION
LIQUID
HU.
TAM60050
1000
.40
1/5
10
1
20&
G.U.
4TTV&OW&AIoOOA
21&
20612SOA160
1
25
27.6
I
2.6
-1.0
40
261
24.2
1b
5/6"
-7/b"
SPLIT SYSTEM NOTES:
1. OUTSIDE AIR CM16N CONDITIONS: ql FDB - 7q FDB.
PROVIDE A/G UNITS WITH PR06RAMABLE HEAT 6 D 0001_11,
��
OSTAT WITH ON -OFF SWITCH
5UB-BA5E. (HIRED AND INSTALLED BY ELECTRICAL CONTRACTOR)
51ZE AND RUN REFR16EPANT PIPING AS M FA RER'S PUBLISHED
OMMENDATION5.
4. VIDE PROPER VIBRATION ISOLAT A5 PER LATION MyW AGTU
R5 RECOMMENDATION
VIDE FILTER RACK UNDER AHU. RETURN AIR
LOUVERED DOOR UNLES HERWISE NOTED.
5. I REFRIGERANT SUCTION LI ITH 5/4" FIRE R�KNT ARMAFLFJ .
6. INSTALL AL DRYER TRAINER IN REFRIGERANT LIQUID LINES.
1. PROVIDE BUILT-1 ONNEGT HITH ALL AIR HANDLING UNITS.
HVAC DESIGN REQUIRES:
YES
No
DUCT SMOKE DETECTOR
x
FIRE DAMPER (5)
x
SMOKE DAMPER(5)
x
FIRE RATED ENCLOSURE
x
FIRE RATED ROOF/FLOOR
GEILIN6 A55EMBLY
z
FIRE STOPPING
x
SMOKE CONTROL
x
FAN SCHEDULE
FAN #
MANUFACTURER
AND MODEL NO.
RPM
HP
GFM 8" S.F.
ELECT. SERVICE
VOLT5/PH/Hz
DIMENSIONS
HxLxH (IN)
!006HT
LBS,
REMARKS
TOILET EX
FAN (EF-U
PANA50NIC(ENIER6Y STAR)
FV-08VKM5
1ql
I/qO
'70 ® 1/5"
115/1/60
10 x 10 x?
6
W GRILLE, 4"4' S/M DUCT
DAMPER 4 ROOF GAP
KIT. EX.
FAN (KEF)
THERMADOR 40"
6LA55 HOOD OR EQ.
1050
1/12550
0 1/8"
115A/60
CUSTOM
w GRILLE, 600 5/M DUCT
DAMPER 4 MALL GAP
TOILET PAN EX
PANA50NIC.O ROY STAR
Io50
1/20
200 O I/8'
115/1/&0
10 x 10 x 1
6
NV 6RILLE, 6"0 SA-1 DUCT
DAMPER 4 ROOF GAP
AIR CONDITIONING SYSTEM
GENERAL NOTES:
I. DUCTWORK SHALL BE 1 1/2" THICK, 3 POUNDS PER CUBIC FOOT DENSITY
FIBEROLA55 WITH VAPOR BARRIER, UNLE55 OTHERWI5E SPECIFIED.
DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS AND AGCORDINB TO "A5HRAE
AND "5MACNA" STANDARDS.
DUCT DIMEN51ONS ARE IN INCHES AND CORRESPOND TO IN51DE
DIMENSIONS WIDTH X HEIOHT. DUCT SYSTEM SHALL COMPLY WITH
"NFPA" STANDARD NO. cIOA AND/OR 1105. DUGTWORK AND COMPONENTS
SHALL BE CLA55 1 MATERIALS IN ACCORDANCE WITH U.L. Ial
TESTS:
2. COORDINATE LOGATION5, SIZES AND OPENIN05 WITH OTHER TRADES
ON THE JOP. A/C CONTRACTOR SHALL "PROVIDE THE COMPLETE DUCT
SYSTEM A/C CONTRACTOR SHALL USE THE BEST PRACTICES OF THE TRADE IN
THE FABRICATION AND INSTALLATION OF THE SYSTEM.
3. DIFFUSERS SHALL BE SELECTED, LOCATED, AND BALANCED IN ORDER
THAT THEY DELIVER THE REQUIRED GFM TO THE ENTIRE ROOM EVENLY
AND DRAFT FREE TO MAINTAIN THE FOLLOWING DE5ION CONDITIONS:
INSIDE OUTSIDE RELATIVE HUMIDITY
GOOLINO - 76 DB 1il DB - '7cl WB 50% TO 60%
HEATING - 70 DB DB
4. ALL FAN UNITS, MOTORS, COMPRESSORS, ETC. SHALL BE ISOLATED,
AS REQUIRED TO OPERATE QUIETLY 50 THAT NOOBJECTIONABLE SOUND
WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY,
MOTOR HUM, VIBRATION, OR MECHANICAL MOVEMENT.
5. A/G SYSTEM SHALL HAVE CLEANABLE AIR FILTERS LOCATED AS
REQUIRED FOR EASY ACCESSIBILITY.
(O. A/G SYSTEM SHALL BE CONTROLLED BY A THERMOSTAT. MOUNT
THERMOSTAT 5'-O" ABOVE FINISHED FLOOR, U.O.N.
7. ALL BRILLS AND DIFFU5ER5 TO BE ALUMINUM OR STEEL CONSTRUCTION. DIF-
FUSERS TO HAVE OF05ED BLADE DAMPERS. PROVIDE BASKETS
ON ALL ORILLE5 AND DIFFUSERS. TITUS OR AIREOUIDE OR APPROVED EQUAL
WHTH ENAMEL FINISH
8. TRANSFER DUCTS MAY ACHIEVE THIS BY INGREASINB THE RETURN TRANSFER
1 1/2 TIMES THE CRO55 SECTION OF THE SUPPLY DUCT ENTERINO THE ROOM IT'5
5ERVINO AND THE DOOR SHALL HAVE MIN. 1" UNDERCUT.
at. ALL REFRIGERANT PIPING SHALL BE COPPER - TYPE L - -
AGR TYPE, DEHYDRATED AND SEALED. ALL FITTINGS SHALL BE
WROUBHT COPPER. ALL JOINTS SHALL BE MADE WITH HIGH
TEMPERATURE BRAZING ALLOY OF NOT LE55 THAN 5% SILVER.
PIPING INSTALLATION NOT LE55 THAN 5/41,THICK "ARMAFLEX".
LIQUID AND SUCTION LINES SHALL BE SIZED AGGORDINO TO
EQUIPMENT MANUFACTURER'S RECOMMENDATIONS FOR EG2UIVALENT
LENGTH OF PIPING RUN FOR CONNECTED TONNABE. ALL PIPINO
ACCESSORIES SHALL BE CONSTRUCTED AS 5U5OE5TED BY EQUIPMENT
MANUFACTURER. ALL PIPING SHALL BE EVACUATED PER GOOD
PIPING PRACTICE BEFORE START-UP.
10. ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC% 2017, &TH EDITION.
1 1/2" MIN.
STRAP, 26 6,
DUCT.
T HANGING DETAIL N.T.S.
ROOF GAP.
/- BASE SEAL TO ROOF.
AIR FLON
BATHROOM 4"-5/M 26 6.
EXHAU5T DUCT----
- GL6.
EXHAUST FAN & DUCT DETAIL N.T.S.
RISIDfIBEFOLA55 DUCT (R-6)
SPIN COLLAR WLOCKING QUADRANT
FLOW OF
AIR INSULATED FLEXIBLE DUCT I\" FIBER6LA55
WITH POLYETHELENE JACKET AND STEEL HIRE
REIWORCIN6
REVIEWED F
DIFFUSER CODE COMPLIR►W
ST. LUCIE COUNT
DUCT DETAIL N.T.S.
FLEXIBLE NONMETAL DUCTS SHALL BE JOINED TO
ALL OTHER AIR D15TRIBUTION SYSTEM COMPONENTS 1LE C
BY EITHER TERMINAL OR INTERMEDIATE FITING5.
MECHANICAL FASTENERS FOR USE WITH FLEXIBLE
NONMETALLIC AIR DUGTS SHALL COMPLY WITH UL
181 B AND SHALL BE MARKED 181E-C.
DUCT SIZE
HANGER SIZE
MAX. SPAGINO
UP THRU 2 S.F.
1-1/2'XIA6'
61-00
2 THRU 4 S.F.
1-I/2NA/6'
61-_/0.,"
4 THRU 10 S.F.
1-1/2'XV5'
61-00
OVER 10 5F.
1-1/2"XI/8"
4'-0"
lu 0001031
ARCHITECTS
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INTERIORS
PLANNERS
4620 SW 55 AVENUE
DAVIE, FLORIDA 33314
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TEL: (305) 439-3346
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Asghar J. Digitally signed by
Asghar J. Fathi,
Fathl, AA0016049
Date: 2020.04.20
AA0016049 10:20:43-04'00'
CONSULTANT:
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OWNER:
ADDRE55:
4'710 MIDNAY RD.
FORT PIERCE, FLORIDA
PHONE:
REVISIONS DATE BY
COPFRIGH, 1997, FATII ARCHNECIS. ING ALL IDEAS, DESIGNS, ARRMIGENEITR AND
BANS NDMARED OR PR6ENIm W TNS DRAW ARE O1NlED W. AND ARE TIE
PROPERTY OF FATII pRCXIlEClS, INC. . AND WERE CREAM AND DEYQIbEp FOR
IF.£ ON, AND N WMNCGCN W N T16 SFEC PRGJE . T M NTH . DFSMNS.
ARRMMAIFNDJ AND PLANS PAE NOt TO RE USED. D6CIDAT, REPRODIDEO, &MED,
CORED OR TVNAFRRED N ANY FORK OR "NER WNATi0E4flf. WIIMdIY THE SPECWC
NRRiFN PFREIS9d! OF 'FATR ARCHDECIS. NC'
WIIIIFN pIENSpWn ON TESE DR WNGS AWL IMVE PRECd4NLE ON SGLID
DNENSp CONDADOR SHALL VEWFY AND BE RESPONSR FOR DNFJJSpNS
AND CDNDRX]NS ON THE JCS. FAIR ARCHDECIS. M N= RE N0IIRED WNEDATD.Y
IN WRIRNG OF ANY VM ODON IRON TIE DNENSg AND OONWONS SHOYN BY
TIESE DRAWNGS F VDRF! ALL COND PRIOR T1 I ANG OV OR FM TNG
DATE,
O'1/15/19
SCALE:
AS 5HOM
VRAM:
R.R.
CHECKED:
A.F.
COMMISSION NO.:
O71519
SHEET
SHEET NO.
CWSPC"sAam-9
Or
2"G H E3Iee
PLUMBING GENERAL NOTES
AND SPECIFICATIONS:
I. A. SCOPE OF WORK:
THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY SHOWN ON THE
DRAWINGS, SPECIFIED HEREIN AND/OR AS NEEDED FOR A COMPLETE
SYSTEM, INCLUDING BUT NOT NECESSARILY LIMITED TO:
I. DOMESTIC GOLD AND HOT WATER PIPING SYSTEMS
2. SANITARY DRAIN AND VENT SYSTEMS
5. PLUMBING FIXTURES AND TRIM
4. AIR CONDITIONING CONDENSATE DRAINS
5. PRESSURE AND TEMPERATURE RELIEF FROM WATER HEATER
6. PIPING INSULATION
T. SUPPORTS AND HANGERS
B. ALL PLUMBING HORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST
EDITION OF THE "FLORIDA BUILDING CODE" AND LOCAL ORDINANCES
AND IN COMPLIANCE WITH THE 'FLORIDA ENER6'1' EFFICIENCY CODE FOR
BUILDING CONSTRUCTION", AND "HRS" REGULATIONS. IN THE EVENT OF
CONFLICT BETHEEN ANY CODE OR REGULATIONS, THE MORE STRINGENT
REOUIREMENT5 HILL GOVERN.
2. CONTRACTOR TO VERIFY AT 51TE THE LOCATION, ELEVATION AND SIZE OF ALL
EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANY PIPING.
5. UNDERGROUND METAL PIPING SHALL BE PROTECTED HITH A GOAT OF BITUMINOUS
COMPOUND BEFORE COVERING
4. ALL FIXTURES SHALL BE PROTECTED AGAINST HATER HAMMER WITH AIR CHAMBERS
OR SHOCK ABSORBERS (ARRESTORS) . WASHING MACHINE SHALL HAVE HATER
HAMMER ARRESTOR FOR BOTH CH 4 HH.
5. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS 1/2" LINE FROM THE NEAREST
PLUMBING FIXTURE.
6. PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH THE APPROVED MATERIALS,
SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS
AND CONGEALED FOULING 9URFACE5. ALL FIXTURE TRIM TO BE CHROME PLATED.
FIXTURES SHALL BE PROVIDED HITH SUPPORTS, HANGERS, ETC.
-1. UNDERGROUND HASTE LINES 5" AND ABOVE TO BE PVC 50H. 40 AND SLOPE a 1/8"/ FT.
HASTE LINES 2" AND UNDER, AND ABOVE GROUND PIPES SLOPE a 1/4"/FT.
b. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY HASTE PIPING AT
EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF 5TACK5. GLEAN OUT LOCATIONS
AND 51ZE5 ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE.
4. VENT LINES TO EXTEND W MIN. ABOVE ROOF AND FLASH HITH LEAD.
10. HATER PIPE BELOW GROUND SHALL BE COPPER TYPE "K" ABOVE GROUND TO BE
COPPER TYPE "L". OR APPROVED GPVG . NO JOINTS ALLOWED UNDERGROUND.
II. PIPING
A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF 5TRUC7URE AND AT PROPER
INTERVALS ACCORDING HITH CODE.
B. PROVIDE SLEEVES FOR ALL PIPING PA551NO THROUGH FOUNDATION 5LA55 OR
MASONRY HALLS, CAULK OPENINGS BETWEEN PIPE AND SLEEVES.
C. WHERE EXP05ED PIPES PASS THROUGH FLOORS, WALL5;OR CEILINGS, PROVIDE
ESCUTCHEONS FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OUTSIDE
DIAMETER TO COVER THE SLEEVED OPENINGS FOR THE PIPES. PROVIDE
CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS.
Q. INSPECTIONS AND TESTS
A. CONTRACTOR SHALL BE RESPONSIBLE TO ASK FOR INSPECTIONS TO THE
AUTHORITIES HAVING JURISDICTION, AS THE WORK PROGRESSES. ALL
'SY5TEM5 SHALL BE TESTED BY CODE AND/OR LOCAL REGULATIONS
B DRAINAGE PIPING: BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF
SYSTEMS SHALL BE GAPPED AND ALL LINES FILLED HITH THE HATER TO THE
HIGHEST POINT AND ALLOWED TO STAND UNTIL INSPECTION 15 MADE BY AN
OWNER REPRESENTATIVE.
15. STERILIZE ALL HATER LINES HITH A MIXTURE OF TWO (2) POUNDS OF CHLORINATED
LIME TO EACH 1.000 GALLONS OF HATER (50 PPM OF AVAILABLE CHLORINE).
RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE HATER
BEFORE PLAIGING IN SERVICE.
14, COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN-SERVICE TEST
AFTER COMPLETION OF THE INSTALLATION.
NOTE:
ANY VENT PIPE, WITHIN 1O' OF ANY DOOR WINDOW OR EXHAUST OPENING OR
OUTSIDE AIR INTAKE SHALL EXTEND NOT LF-55 THAN 5'ABOVE SAME.
PLUMBING FIXTURE SCHEDULE
MARK
TRAP
SIZE
FIXTURE
UNITS
HOT
WATER
COLD
WATER
WC
5"
S
LAV
1 1/2"
1
Tl
211
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211
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//1/222'
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-
1/2" PWALVE 4
VAC. BREAKER
TSB
211
U.S.
11/2
A.6.
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2"
U.6.
11/2"
A.6.
2
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1) FIXTURES TO COMPLY W/F6C 2014 Plumbing Sections
1051.1,-1061.2, 6045
2) ANTI -SCALD VALVE:
ALL SHOWERS 4 BATH/SHOWER COMBINATIONS SHALL
BE PROTECTED WITH A CONTROL VALVE OF THE
PRESSURE BALANCE, THERM05TSTIC MIXING OR COM-
BINATION TYPE SET. HANDLE P051TION STOPS PER
MANUFACTURERS INSTRUCTIONS AT TIME OF INSTALLATION
TO A MAXIMUM MIXED HATER OUTLET TEMPERATURE OF IIdN F.
MIAMI-DADE WATEREFFICIENCY STANDARD
PER SEC. 8-31 OF CODE
1) TOILETS INSTALLED SHALL BE HIGH EFFICIENCY TOILET (HET)
MODELS RATED AND TESTED AT A MAXIMUM AVERAGE FLUSH
VOLUME OF 126 GALLONS PER FLUSH (GPF) AND BE CERTIFIED
BY THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY (EPA)
WATER SENSE PROGRAM. NO FLUSH OR CONVERSION DEVICES OF
ANY KIND SHALL BE ACCEPTED.
2) SHOWERHEAD5 INSTALLED SHALL HAVE A MAXIMUM FLOW RATE OF
IS GALLONS PER MINUTE (6P4.
5) LAVATORY FAUCETS MAXIMUM FLOW RATE SHALL NOT EXCEED IS GPM
AT A PRESSURE OF 60 P51 AT THE INLET, WHEN THE HATER IS FLOHIN6.
4) KITCHEN FAUCETS MAXIMUM FLOW RATE SHALL NOT EXCEED IS GPM
AT A PRE55LRE OF 60 P51 AT THE INLET, HHEN THE HATER 15 FLOHIN6.
5) CLOTHES HASHERS INSTALLED SHALL BE FRONT HORIZONTAL OR TOP LOADING
MODELS HITH (1) A HATER FACTOR (WF) RATING OF & 6ALLON5 PER CYCLE
PER CUBIC FOOT CAPACITY OR LOWER AS IDENTIFIED UNDER ENERGY STAR LABEL
OR (2) DISPLAY AN EPA WATERSENSE LABEL WHEN AVAILABLE.
6) DISHWASHER INSTALLED SHALL USE 6 GALLONS OR LESS PER CYCLE AND BE
ENERGY STAR LABELED OR EPA WATER -SENSE LABELED WHEN AVAILABLE.
MIN. FIXTURE CLEARANCE
(TYP J
1 /4 DD
4 LB. SHEET TURN LEAD STACKING
LEAD FLASHINGPWNFILL IN WITH 2 MIN.
MATERIAL
Z -ROOFING
12" MIN. f 1
n
ROOFING CONSTRUCTION SLEEVE ROOF
ABNR R POTION
VENT STACK
VENT THRU ROOF DETAIL
V TS
NOTE:
ANY VENT PIPE WITHIN 1O' OF ANY DOOR
HINDOH OR EXHAUST OPENING OR
OUTSIDE AIR INTAKE SHALL EXTEND NOT
LESS THAN 5' ABOVE SAME.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE C®1
FATHI ARCHITECTS, INC.
AA 00037439-3346�
I B 0001
ARCHIco
INTERI
PLANN
4620 SW
DAVIE, FTEL:
(30
af@fathiarchitects.com
CONSULTANT.
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7 LP T 99
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OWNER
ADDRESS:
4"110 MIDWAY RD,
FORT PIERCE, FLORIDA
PHONE:
REVISIONS DATE BY
W IOIR 107, FAT1I ARCNRFLIB. INC. All IDES, MI NS. ARRANDENENTS AND
BINS NNGIFD OR PRESEMED BY THIS DRAWINGS ARE DINNED W. AND ARE THE
PRDPERIY OF FATE MDI,Id'IS, INC. AND WERE DREADED AND RVNPOED FOR
USE ON, AND N WMIECIION WIIN THIS SPEOWED PRODEUT. THESES IDEAS, DESIGNS.
AARMAEIiEWS AND PIMA ME NOF M BE USED. DSO=M REPRODUCED. ALTDm,
00P0) OR TWSFFTfFD IN MY FORI OR RWNER N1MTRlEVER, NRNpR THE SPECIFIC
WROIEN PEAIISSION OF 'FATHI IACMIIEOI9, INC.'
NRRIA! DMERNOIA ON THESE DRAWINGS S NAVE PRECEDENCE om sCNED
NNERSI NS. 00NRMOFM SHAM MFY MID BE RESPONSIBLE FOR DIMENSIONS
AND CONDIFO S ON THE JOB. FAIR ARCNIIECIS. INC. MM BE NOTIFIED IMMEDIATELY
IN WRRNG OF ANY VMNTON FROM THE NMENSNNS AND CONDOIONS SH BY
THESE DRWDNIB FIAD VERIFY AL CONNIIONS PRIOR TO IAWMO Off OR FARRGIING
ASSOCIAM WORN.
DATE:
07/15/19
SCALE:
AS SHOWN
DRAWN:
R.R.
OHECKEDI
A.F.
COMMISSION NO..
0715114
SHEET
p
SHB_T NO.
OF