HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
DATE FILED: y' an- ) q
PLAN REVIEW FEE: RECEIPT NO.:
CONCURRENCY FEE: RECEIPT NO.:
L_Dai J-0 - ---
1.
2.
3.
4.
ALL_
PERMIT NUMBER: J -0 g' O d"`J
CERT. CAP. NO.:
MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue sC
Ft. Pierce, FL 34982-5652
772-462-1553 1,
4C/er�/��
APPLICATION for BUILDING PERMIT C 01"Wk
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
LOCATION/SITE ADDRESS:
PROJECT NAME: O &S SITE PLAN NAME
PROPERTY TAX ID #: O I , 60 �- - C) ( - oob
LEGAL DESCRIPTION (attach extra sheets if necessary):
5. PLAT BOOK 6. PAGE NO.
9. PARCEL SIZE (ACRES/SQ FT.):
10. COMPLETE DESCRIPTION OF
P"e'o1A
-7. BLOCK -NO- — - -- - - - -8.-LOT-NO.
LOT DIMENSIONS:
OR WORK ACTIVITY:
]I. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE:
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
[ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION
[Vy ] COMMERC L [ ] INDUSTRIAL
[ ] OTHER (SPECIFY) �j 4l
13. DESCRIPTION OF PROPOSED USE:
14.
16.
SQ. FT OF CONSTRUCTION:
VALUE OF CONSTRUCTION: $
15. SF. FT I st FLOOR:
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement trust be submitted with this application.
SLCCDV Form No.: 001-02
UPDATED 6/25/09
OWNER IORMATION
NAME: SD�/1 ZZ OI(�
`s
ADDRESS: _ I W✓ tLo (®PGI vi Ave/ �q
CITY: f:12 K-f P j CA"Gf., STATE: 1 ZIP:
PHONE (DAYTIME): (�� �l l�� ap�8 Email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): �)
CONTRACTOR INFORMATION
ST. of FL REG.CERT #: ST. LUCIE COUNTY CERT #: a U 1 p
BUSINESS NAME: 1 C9 t pc?ofJ� j r)'V
QUALIFIERS NAME: D►1 -� Y! P�'
ADDRESS: 33 uo
CITY: DCD TATE: L
PHONE (DAYTIME)Tl) 150-clWNX NO. � � �% Email:
ARCHIT/ENGINEER:
ADDRESS:
CITY:
PHONE (DAYTIME): ( )
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER:
ADDRESS:
CITY:
STATE:
STATE:
STATE:
ZIP:
ZIP:
ZIP:
ZIP:
cq I Lbots � v►Z°
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
Property Appraiser - St.Lucie C.c�nnty, FL
Page 1 of 1
PROPERTY RECORD CARD
Jason C Hooks
Record. 1 of 1
«Prev Next» 5pec.Assmnt Taxes Exemptions Permits Horne Print
Property Identification
�\)�GIECO
Site Address:
7803 HOLOPAW AV
ParcellD:
1301-605-0140-000-7
���`
Sec/Town/Range:
11 :34S :39E
Account #:
- 1181
Lei <
Map ID:
13/11 N
Use Type:
SF Res~`
Zoning:
RS-4
City/Cnty:
Saint Lucie County
Ownership and Mailing
Legal Description
Owner:
Jason C Hooks Amber
J Hooks
LAKEWOOD PARK -UNIT 5- BLK 45 LOT18 (MAP 13/11 N) (OR 3644-
Address:
7803 Holopaw Ave
520)
Fort Pierce FL 34951
Sales Information
Assessment 2013 Total Land and Building
Date
Price Code Deed
Book/Page
2013 Final: 41200 Land Value: 5400 Acres: 0.27
6/13/2014
53000 0112 SP
3644 / 0520
Assessed: 41200 Building Value: 35800
1/23/2014
100 0112 WD
3644 / 0518
Ag.Credit: 0 Finished Area: 944 SgFt
10/25/2013
40100 0112 CT
3573 / 2985
Exempt: 25000
4/14/2006
160000 00 WD
2537 / 0545
Taxable: 16200
8/20/2004
123000 00 WD
2056 / 0070
Taxes: 328.12
8/20/2004
116000 00 WD
2049 / 2176
2/18/2000
52300 01 DE
1281 / 0775
10/20/1999
0 01 MS
1257 / 891
8/16/1996
50500 00 WD
1031 / 1160
10/29/1990
45000 00 WD
0714 / 0047
2/1/1980
2300 01 CV
0325 / 2597
L:
Exterior Features
View:
RoofCover:
SD - Dim Shingle
RoofStruct:
GA - Gable
ExtType:
HC- - HC-
YearBlt:
1981
Frame:
Grade:
C- - C-
EffYrBlt:
1981
PrimeWall:
BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units:
1
SecWall:
Interior Features
BedRooms:
2
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
1
HeatType:
FHA - FrcdHotAir
AvgHUFI:
STD
1/2Bath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type
Y/S Qty.
Units Qual. Cond.
YrBlt. No. Use Type
Type
Measure Depth
FEN5 - CHAINLINK 5'
Y 1
180 AV AV
2001 1 01 00-SF Res
BI -Front Ft
90 131
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/paslc/prc.asp?prelid=130160501400007 7/17/2014
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. 1-certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACM\ENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
OWNER OR CONTRACTOR SIGNATUR RACTOR SIGNATURE
STATE OF FLORIDA STATE OF FLORIDA�RQU���
COUNTY OF (r,��fGe COUNTY OF
The foregoing instrument was acknowledged before
me this —hi—day of 20�,
by
The foregoing instrument was acknowledged before
me this _day of 20_L�-(,
by CIAs-P.,qecs-
who is personally known ✓or has produced who is personally known �"or has produced
O/`i VCN If Ct4S--6- as identification. l` t T ��C'`�n s� as identification.
Slg� a of Notary i nat re of Notary
°� R" �«. 1PHYP4g'.' QiS�iLEY K SPENCE
IQ: 9 .. _ ., , c 4
Commission No. =_ c,(ala Commission No. �r
MY`�1 ISSION # EE0861
15
EXPIRES April 21, 2015
(407)3M-0153 FfohdallotarySarvicexom
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
Florida Building Code Online
� 1
Page 1 of 5
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t c' !'K••^^iayw.•,�.Y,-r BCIS Home Log In User Registration Hot Topics Submit Surcharge ( Stats & Facts Publications i FBC Staff BCIS Site Map Links Search €€
Businessf
'v '
Professional`° �g°
x Product Approval
r USER: Public User
1f11t�ll�fAl!lBwl71t111ttRllflll1 Product Approval Menu > Product or Annliration Search > Anolication List > Application Detail
�••, •�a•liiiYRdliiµm��'3iILYifiilta0� .
FL # FL15279-R2
=-'=+=:. Application Type Revision
Code Version 2010
Application Status Approved
"Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Clopay Building Products Company
Address/Phone/Email
8585 Duke Blvd.
Mason, OH 45040
(513) 770-6062
mwesterfield@clopay.com
Authorized Signature
Scott Hamilton ,
shamilton@clopay.com
Technical Representative
19
I L= C 0 rill
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
r
Category
Exterior Doors
Subcategory.
Sectional Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Intertek Testing Services NA Inc. - ETL/Warnock Hersey
Validated By Gary Pfuehler
I'✓; Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
ANSI/DASMA 108
2005
ANSI/DASMA 115
2005
ASTM E1886
2002
ASTM E1996
2002
ASTM E330
2002
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Florida Licensed Professional Engineer or Architect
FL15279 R2 Eauiv 20140603 - FBC - DASMA 115 eouiv.cdf
Method 1 Option A
05/30/2014
06/09/2014
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 7/ 17/2014
9/25/2014
Florida Building Code Online
Hersey
Created by IndeperZ -: � Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.70 070 W5-16-HY PAN-2F153: 84A, 94, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
73, 75, 1500, 190, 4RST, 4RSF, WINDCODE@ W5 Garage Door
6RST, 6RSF, 48, 42, 55, 48B, 42B,
55S
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +32 PSF/-32 PSF
Other: The standard glazing available for this product meets
the wind load requirements of the building code but DOES NOT
meet the impact resistant requirement for windborne debris
regions.
15279.71 1 071 W5-20 AL-1F499: Avante'"
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +30 PSF/-30 PSF
Other: The OPTIONAL glazing available for this product meets
the wind load requirements of the building code but DOES NOT
meet the impact resistant requirement for windborne debris
regions. The product without glazing DOES comply with the
impact resistant requirement for windborne debris regions (ref
1609.1.4 FBC).
15279.72 072 W6-09 DSIE-1A171:2050,
2051, 2053, 4050, 4051, 4053, 62,
64, 65, 62G, 62LG, 64G, SDP38,
SFL38, SRP38, 134, 135, 136, 6130,
6131, 6133
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +37 PSF/-37 PSF
Other: The OPTIONAL glazing available for this product meets
the wind load requirements of the building code but DOES NOT
meet the impact resistant requirement for windborne debris
regions. The product without glazing DOES comply with the
impact resistant requirement for windborne debris regions (ref
1609.1.4 FBC).
Certification Agency Certificate
FLIS279 R2 C CAC Letter with nroof of contract and__ of
inspection.pdf
FL15279 R2 C CAC W5 Listing Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R2 II 101922-B-Revll.pdf
Verified By: Intertek Testing Services NA Inc. - ETL/Warnock
Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Full View Aluminum Residential WINDCODE® W5 Sectional
Door, 16'3" to 20'2" wide
Certification Agency Certificate
FL15279 R2 C CAC Letter with proof of contract and proof of
inspection.pdf
FL15279 R2 C CAC WS Listina Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R2 II 103448-RevOS.pdf
Verified By: Intertek Testing Services NA Inc. - ETL/Warnock
Hersey
Created by Independent Third Party:
Evaluation Reports
-C-reated-by-Independent Third-Party:---
1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.;
interior skin 29 ga. min.) Single -Car (up to 9'0" wide)
WINDCODE@ W6 Garage Door
Certification Agency Certificate
FL15279 R2 C CAC Letter with Droof of contract andLroof of
inspection.Ddf
FL15279 R2 C CAC W6 Listing Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R2 II 101654-Rev13.odf
Verified By: Intertek Testing Services NA Inc. - ETL/Warnock
Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279,73 073 W6-09 DSIE-1F171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.;
4301, 4310, 4400, 4401, HDG, interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
r� HDGL, HDGF, 66, 66G, 67, 67G, 68, WINDCODE@ W6 Garage Door with Optional Impact -Resistant
�] \ SP200, SF200, SE200, 6200, 6201, Lites
6203
(1 Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +37 PSF/-40 PSF
Other: Solid doors (no glazing) or doors with optional impact -
resistant glazing are impact -resistant (large missile impact).
Certification Agency Certificate
FLIS279 R2 C CAC Letter with nroof of contract and proof of
insoection.pdf
FL15279 R2 C CAC W6 Listing Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R2 II 101526-A-Rev16.nddf
Verified By: Intertek Testing Services NA Inc. - ETL/Warnock
Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.74 074 W6-09 DSIE-1F171: 4300, 1 2" Double -skin Insulated EPS (exterior skin 27 ga. ruin.;
4301, 4310, 4400, 4401, HDG, j interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRAbbA5BZkl91%2b5XoELmL9p7RMxOvBEhE2g%3d%3d 4/6
4400, 44DI I 4300, ImG I 4301 HIICi I 4310, HINT I RAD (4) /14 Sl E METAL SOEWS
66, f6G, 6E00 66, 62OI 67, 67G, 6 STS O
51'2➢0 5-200 SE200
ONSIDE O
OPIIONIL GLAZING WY OR SwIWRD OR IMPACT RESISTANT NkID1E (1) 1/47 DW SELF TAPPIIO SCREWS
GIATHG SEE SECTION D-6 FOR DETAILS. 14 CA. ENT)MNGE
A 4lDIX TRACK BAA
DACK O N
IN (MOTET 1{ OL oETBa"C"T'
1�IoI11 EACH 90E XN66 ON 24 M p0p00R
i 191' . III 1 / ♦ 1 I r / I SFE ENO HINGE ^t'Y PY+ 1nmN0 OF D000. 90N DOOR
YOOFI.A)
DOOR HEIGHT
tl OF
SECTHINS
q DF U-BARS
UP TO 7'0'
4
5
7'3' TO 8'9'
5
6
9'0' TO LOW
6
7
10'9' TO 12'3'
7
8
12'6' TO 14'0'
B
9
14'3' TO IS'9'
9
30
16'0'
T.
I1
MAX SECTION
HEIGHT.
21'
L ___J
�
LOCH ENGAGES I
ONTO VIDIM L TRACK
ONE SNAPuTa ox
II I
J
DETAILLnnn
P11WIEDNgHllm. IOIgE � _ yl %IATCN FNGILL9
SINE y11pr�IIJ%y/ wnIHLOFE
FAO. SIDE OF DOOR.
L
1
w0 OR
OF OFDwl. OVISIDE KEYED
END
T
,1 �I
III 111
INSteF amF RD.T HANDLE
576E
POINT LOOKING
INSIDE HANDLE
Till ---'PI
ILL == —ill
I
2x6 JAMB TO SUPPORTING STRUCTURE ATTAGHMENi
TO USED FOR ARAODET RIw TRACK GRICIGIS
A
UP'roleENTDI
;1:ik
COTE
TYPE
FASTENER TYPE
K
DISTANCEBETWEEN
FASTENERS
1. OD.BUILDNG
REOUTRE
-walON OF
ORIIOt1AL VENT
1
TIES DOOR MFElS w ETGt]LS THE DESIGN LOADS FOR THE
ULTIMATE WND SPEEDS LISTED SLOW ACCORDING TO THE FLORIDA
wODeO wDE OR THE INTERNATIONAL.=.m CODE Wm OR
ASCE7-1D) FOR Tiff FOIIOA'NG OpIOItI0IR5: t) ENLOSD
DI% WIDTHOf Z� 3)
ABNI' )1DOO AND {) 1OfKCgAHO' NND
f06 eOE�SPECNC CNLVIAIxRS BY A �YLDEO
BA
DF51p rPEFES5pR4L MAr NUTTER.
DOORS OJQR C TALL
IOTROMAL OTRICK tl� TRACK CONTAPAO
Cro DBC THE DOOR OPENING DOES NOT AFFECTn WD® I LOAD RATIO
Of THIS DOOR
13 GA. GALV. STEEL. FLAG 9gOET.
"C" FASTENED TO WwO "A" WTIN
(3) 5/1611-0/6' LAD SCRETYB
I 8E6O�LEY60daf..rWi
t'al'
ICK POCIQIFSSt Dw MN. E
9DE(lIT'mI
A� 70P iR CNOT ro F%GEED ]0 AD
MDOOROM 1• QiQ
UN TOP BN/C1ET 9
12' DDUDIE wPVONTAL Gp
TRACT(
ADZE; FOR COONS DAEN )Inv �im�IY ppIION 1
12'-0' NICK TRUCK
CONFISKUTON SHALL NOT
DfOED MAIGMUI VACD C
PROIEIED. OONSULT FACTORY
FOR MORE DETAIL IF ROD.
u.TTNATE WDO ,m to to D6 I90 T RESISTANT ASSEMBLY DETAILS
SPEED GILD IMPACDRAWING 101526-A
I B, C, D G. C, D e, C 6, C W
CAT11 m IQOIT n, ts• 0, 1v 2W SECTION B-B (IMPACT -RESISTANT GLAZING OPTION)
I
DEWL
JAMB TO SUPPOR71NG STRUCTURE ATTACHMENT
11) L THE LOAD FROM THE DOOR 6 TRANSFERRED TO THE
TRICK AND THEN FROM THE TRACK TO THE 21e VERTICAL.
m1GN PNE (TRADE /2 OR BETTER) 1Am9. NO LOAD
FRDM TIE Ixxx1 S iPNSFERPED ro THE HOOTNI141.
RD)°PAIL AWB FAROSRS MAY BE (BUT NOT IEG.MED)
OWMEf611NA TO PRDAOE A FLUSH MIKR ONG SURFACE
27 Gl UK STEEL. GALV. MOM SKIN
WAIN BAXE PRIMER AND A
BNWD-ON POLYESTER PNIFD NTOP WET.
EM RAL ELEMENTS
SHALL THE
DESIGN OF BE RESPONSIBILITY OF THESUPPORTING PROFESSISIONAL OF
RECORD FOR THE BUILDING OR STRUMRE AND IN ACCORDANCE
WITH CURRENT BUILDING CODES FOR THE LOADS USTED ON THIS DRAWING.
,STOP MOULDING EN DOOR
FL TRACK FASfkN
2' GAILY.STEEL
ro TRACKITRACIETS. D1O+
\ 1 \ m1E W/({) FApI It1ae/Y 96.T MLML t�J6.YB.
Ilaam nlswr a EsrNtm MIN wlu sort.
1\\\7\`
BVL12T I T III N2EL ONE
wv a NUT
L7—.T/le' rAcl
TO T END I
Y. etEF1HINGE EA41DlD O e1EEe W/(4) EACH1/4b/Y
1{ - GALIIAa/e•
Rl
SHEET METAL sa61s a ({) t/P otr TwNc suar3.
2' 10 BALL SIFEL ROLLER
B�py
1 ] 181)/161{•1 WTN
OR ON TTE
2• TRICKI
�-=DONE FLED OIANNO SEPARATE
AND BACK Sw II Ow
DNNIOED POL95NPQ1E
\I �ANV
`12 GA GALV. SIEFL TOP
OLLER BRACKET.
HGOO.T ATMCMDEACH!
/t ET SO2T
-TONGUE AND GRTGE XIMT!L
1r 11 01 GALV, STEEL RI
1 515E5 FASTENED TO END
N/(4W1) /1 SHEET
1 METALTAPPNC SOEW9 AND ({) 1/{Y]/4-
1 SF1F 97EW5
Cl TALL n 20 a GLLV. STEEL
U-BAR. ONE PER DOOR
SECTION, EXCEPT TWO ON
MBORTN�]) 1�40>3%4'TSEIF
THINGE LOCATION.
AT FAO.
SECTION A -A
ALNOOY 101116RSON
O VINYL WEATHERSTRN.
DETAIL'�7,-•�-�
•\
OPTIONAL.
STAP-N OD Z@IE.
B�
MULTIPURPOSE HIGH BOND TAPE
(BETAEIIR FRAME AND FACADE)
DECOPATIVE fAORf fll'ADE
��r
561fX4E SF/AANT
(BEIWFETI SIIEELL. SKN AND FRAME).
ENACT RFSiSTAM
-�
MIXING) DiIELTION
1KKDED GE
ro CREW .WITH
(10) /6 • 3/4' PAN HEAD YlOIDVE SCREWS.
(10) #YI♦DE RETAINER HEAD
G6TF
FRAME R CLITTRO.
IS
Car.
ET METAL SCREWS.
ORIGINAL DRkVnNGS AM GNED IN
INX WA RAW SEAL( AFT BMW).
IT TALL DOORS No U
�-0 GA GALV. STEEL FLAG BRACKET.
EICN FASENFO TO WOOD JAMB WITH
(3) ajf 1-5/IV Wow MO SCREW..
DOUR" TRACK
LOW IS
AVIBAG E AS /N OPTION
2' GILV. STEEL 1R/OG
TRACK TIpONFSR:.O6C
TP. 2-1 412 OA ONV. SiFF11RAC1( BWfJQf.
T41 IPIOfEf T+FR �E. 06TANDE BflNFII!
i1T/O( 9i/OhIS HOf ro OfCFID ]O- D.G
DOOR
IIEIGM 1-
e ee
STANDARD ASSEMBLY DETAILS
DRAWING 101528-B
FROM FRAME WITH U.V. COATING ON OUTSIDE SURFACE
NOTE THAT FROM FRAME IS HARROWER THAN
D/PACT-RESSONT FRAME f
GLAZING
MOLDED INSIDE
LRE RFTNNER. f6nJ/4• PAN HEAD SCREW
10 SCREWS PER UTE).
DESIGN ENGINEER:
MARK W. WESTERFIELD, P.E.
FLORIDA P.E. #48495. NC P.E. #23832. TEXAS P.E. #91513
Clopay CLOPAY BUILDING PRODUCTS
8585 DUKE BLVD.
MASON, OH 45040
uilding Products (513) 770 - 4800
STANDARD ASSEMBLY CONSTRUCTION:
OPTIONAL OSB OR 1/8' AGYRUC LADES AVAILABLE OPTIC
ACRYLIC GLAZING IS PIASKOLlIE OM OR WCITE OP
APPROVED CC2 PIASIIC N I.
WITH TDC/FBC
250
THE ENTIRE DOOR ASSEMBLY NSTAUID N COMPLIANCE
WITH THIS SECTION MEETS THE WIND LOAD REOURMENIS
OF THE FLORIOA BUILDING CODE OR INTERNATIONAL
BUILDING CODE BUT DQFy NOT MEET THE IMPACT
RESISTANT REQUIREMENT FOR WRIDBORNE DEBRIS REGIONS
(REF. CNAPIER 16 FBCABC).
DESIGN LOADS: +37.0 P.S.F. & -40.0 P.S.F.
TEST LOADS: +55.5 P.S.F. & -60.0 P.S.F.
MWW
X 1G'O'H