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DATE FILED: PERMIT#REVISION FEE: RECEIPT# co2 o U QWL&
PLANNING& DEVELOPMENT SERVICES
BUILDING.&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553
RECEIVED
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION MAR 10 2022
St.Lucie County
LOCATION/SITE Permitting
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: l'*-i )0% ST. LUCIE CO CERT. #:
BUSINESS NAME: 1 A I l q ^ a v-
QUALIFIERS NAME: I�A y 1/1 L t"4 nl y V A=
ADDRESS: Rq 0 'r 0 r Ightd-
CITY: �/�- 1 p�,rcL STATE: r- = ZIP: C2--
PHONE(DAYTIME): 7 7 2 -9VQ 665 �( FAX: ra ,j
OWNER/BUILDER INFORMATION:
NAME: ) P e- G
ADDRESS: 72,
CITY: n&j!17 S,�=L,t STATE: F ZIP: :3 yg:2:3
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:.
SLCCC: 9123109
Revised 06130/17 IS
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3/8/22,6:59 PM 's I I ;''i ! Florida Building Code Online
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Date Sub rtted YI ••I 11/10/2020
"I Date Validted ', 11/10/2020
Date Pendi g1FB�Ap roval I,
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https://wwwll�Inc� �lUllding.org/pr/pP�app1'dtC'spx?param=wGEVXQwtDgvXaHHDwAAyb2iTpgZICDt8fV5bpKS%LfQ9/%2foAOt%2fjyECHA%3d%3+ �I 1/2
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l' I?' 1{ 16472 1' ( Metal-edge Steel Door in Adjustable 6'-8"QP / r�0], in; IRDoor Untt NE,
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'I' Steel Frame
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Limits of Use ',', Certification gency rtlflca e ,
Approve ifor iusej n HVHZ:IYes L16 72 R6 C CAC 606039"R pif . k", ';• l,j
l' �� ;� Approve . ,4se utside HVHZ:Yes Quality Assurance : act'Ex"piration Date y.l
I I L Impa ;. esis nt;Yes 02/2 %2025
Deslgnl ressy�e:'; 65,0/'-65.0 Installation Instructions
`! I Other:5 aluated f r use in locations adhering to the Florida 'FL16472:R6 II,FL 0178.pdf
I I" •,'i`' Building ,de includ n the'Hi h Velocity Hurricane Zone and Verified B National Accreditation&Management Institute
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where plc sure;requ rements,as determined by ASCE 7 do not Created by Independent,Third Party:
l exceed th ;desigpn p essures listed. 3'-0"x 6'-8"max nominal Evaluation Reports'
size See he siH'gle oor details on drawing FL0178 for FL'I6472.R6 AE 46 df o
'aildltlonal iiifor Iatili . See FL'Y6472.3 for double doors. Created by Inde en d'C, ip :! II
9 i ';�I 16472 21 �' I ;'S Metal-edge Steel Door in Adjustable 8-0"Opaque I/S or O/S Single Door Unit
l? ii it I` I Steel Frame'
F +l�l�! ,I Limits a�fl se'�1�;; ,I� ) Certification Agency Certificate {{
llj Approve for;use n HVHZ^Yes FL16472'R6 C CAC'NI006039 R8.pdf I
Approv ;for;?use; utside HVHZ:Yes Quality Assurance Contract Expiration Date' II
'1 Impact�.lesistant Yes' 02/28/2025
Design:F�ressure: 65:0/-65.0 Installation Instructions',
Other: aluatpd f r use in locations adhering to the Florida FL16472 R6 II FL 0179.pdf l
Building; de includ ng the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pr. sure'requ remen'ts as determined by ASCE 7 do not Created by Independent Third,Party.: I!
l l exceed tti 'design p essures listed. 3'-0"x 8'-0"max nominal. 'Evaluation Reports
size.See, cawing FL 179 for details. FL16472 R6 AE 512746C.pdf l
Created by Independent Third:Party;'Yes
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Steel Frame I
Limits q Use i'. I Certification Agency Certificate'
Approve � r',use, n HVHZ:IYes FL16472• R6 C CAC NI006039-R8.pdf
Approve foripse' utside HVHZ:Yes Quality Assurance Contract Expiration Datel;
" Im act e"sisiantl Yes 02/28/2025
Design;; ress re:, 50.5/=50.5 Installation Instructions,
Other: alua ed f r use.in locations adhering to the Florida . AF 6472 R6 II FL 0178.pdf
'� l'Ili• 'Building Cde.includ ng the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute'..
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where pr slJrelrequ rementsas determined by ASCE 7 do not':. Created by Independent Third Party:,
exceed th dgsi n p,essures Fisted.6'-0"x 6'-8" max nominal, Eyaluation Reports
size See,. he dd ble door details on drawing FLO178 for FL16472 R6 AE 512746C.pdf I,
11 addli onal informati ) Created tiy•Independent,Third Party,I,Yes l
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The tote. ;( .ri' Is an AAl employer.Copyright 2007-2013 State'of Florida.::I Privacy Statement::Accessibility Statement .Refund Stateme
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1l�1i,lh it Under Fla�ica law email;ddresses ate public records.If you do not want your'e-mall address released in response to'a public-records,request,do not send electronic
f 14 cl ! mall to this; my'4nstead;contact the bfrice by phone or by traditional mall.If you have,anyiquestions,please contact 850.487 i395 *Pursuant to Section 495.275(1), .,
1U',•li Il,l1 Florid Statu'es effective, ctober 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails '
prmided;m' ,be used fortPffcial,communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the, 'ep'artrtient with an email address which can be made available to the public.To'determine if you area licensee under chapter 455,'ES.,please click here.
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.GENERAL NA'TE_S _U
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1. EVALUATED FOR USE.IN LOCATIONS ADHERING TO - - - IO-M4L - �0' _ -- _ _
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REQUIREMENTS AS DETERMINED BY.ASCE-7,-MINIMUMDESI - _- -- ----- ---- - -- - --- �- U
DOES�NOT EXS FOR CEED THE DESIGN PRESSURESGS AND OTHER LISTED. PANEL 4WIDDTI --- --PANEL4WIDDTH CI)1-
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. Pg� W
3. IN THE HVHZ• FACTORY PRIMED DOORS MUST BE PAINTED IN C
ACCORDANCE WITH SECTION 2220 OF THE FBC.
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CONFIG _MAX WIDTH INSWING OUTSWING INSWING OUTSWING
TABLE OF CONTENTS `-X 40 +80.0 -80.0 +80.0 -80.0 +19.0 -19.0 +55.0 -55.0 /� wTE.6110106,
saae N.T.S. -
SHEET # DESCRIPTION _
•BYc SWS
1 TYPICAL ELEVATIONS k GENERAL NOTES - - --
2 IANCHORING LOCATIONS k DETAILS : - - -- - _ - - _-- - - - .. -- _ _---_ _ -.._- _._-.--- --- _ = Gtl(.BY: -
- KURT RALTHAZOR DMWIMo NO.:
FLORIDA P.E. DWG-MA-Flo150-66
_- - - - - --- 156533
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WOOD OR STEEL 2X STUDS WIRE ANCHORS IN CONCRETE CONCRETE OR MASONRY USING Q O
USING COMPRESSION ANCHORS OR MASONRY CONCRETE SCREW ANCHORS (O
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FACTORY APPLIED 12'MAX 12' AX J
COMPRESSION ANCHOR O '-
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CORNER(2 TOTAL) 36'MAX 3/8'DIA.CONCRETEE 36' MAX Q Q
0,187' WIRE SCREW ANCHO) - CC 3 U
ANCHOR TYP.
QL
------ -------_. __ - -- 36•MAX -- ------- -- - - 36'MAX -
Ln
#8 x 2' WOOD SCREW Z L0
(O Total A A A A A A Q C)
M8 x 2' WOOD SCREW Q ^LLI
(2)@ BUT.of EACH JAMB BACK FILL FRAME ,((,(I, BUTTERFLY CLIP MASCINRY OR CONCRETE
(1)@ DCTERIOR OF FACE YWALL 6 ADJACENT CJL NUT REQUIRED
(1)@ EXTERIOR of FACE CELLS WITH GRUUT
(TYP., OOD OR STEEL STUDS (TYPJ �/16' TAMETER WIRE
3/8' DIA.CONCRETE
DOOR FRAMD: DUUR FRAME v,: • •• SCREW ANCHIX2 1 4•?• .�.
�y DOOR FRAME •y.
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SECTION A-A TERDIR SHEATHING 1 1/4' Ei
SECTION A-A MINIMUM EMBEDMENT
IN WOOD OR
S�22XX STT1➢S ll 6 0
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1z•MAX #10-x 112" 0
- - #8 x 5/8" -
STRAP ANCHOR(TYPJ 36' MAX - — -_- #10 x 1/2" -- -- -- -_ --- (n rn Mn
to
(6>SCREWS IN EACH #8 x 518 !l9 x 112" N N!21! #10 x 112 11 J
36'MAX ❑ #9 X 1/2" F
A A #10 x 112' allo
HINGE DETAIL a-so
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AB WOOD SCREW CTYPJ _ _STRIKE DETAIL MACHINE SCREWS _
pa Z
WO stuns
__—STRAP_ANCH .— MACHINE SCREWS
- _..
- STEEL.SIUDS _ ----- ---- - -,._.~--'--- ------ ----- V Uwe
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- -- - _ --- D OR STEEL STUDS - --'- _- - - -- - �"-------
DUOR FRAME o. - 4 Q
ss21
I.250• U,o 0
1 3/8'MIN.
SECTION A-A EMBEDMENT T UD Adkvdn to NAW TW
DON ~
N N
CBlt�ie ftND. INSWING THRESHOLD OUTSWING THRESHOLD
ATTACHMENT DETAIL -- -
- Do R
`1. ANCHOR ANALYSIS FOR--LOADING CONDITIONS.-PREPARED; - - - --
U COQZ
SIGNED AND SEALED BY JOSEPH A. REED, PE HARDWARE SCHEDULE- -
(FLORIDA #58920) FOR EACH INSTALLATION METHOD. - 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
2. CONCRETE ANCHOR EDGE. DISTANCE MIN Y.- - SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED sGa1: N.T.S.
WOOD SCREW EDGE DISTANCE MIN 1/2". AT 5-1/2" CENTERLINE. DWG.BY' sws
r
SHEET METAL SCREW EDGE .DISTANCE MIN 1/2". 2: 4." X 4" FULL MORTISE BUTT HINGES. Lam('
DRAWING
N0:
DWG-A(A-FLOISO-06