HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED r�
Date: SCANNED Permit Number:
BY
' St. Lucie County
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line
PROPOSED IMPROVEMENT LOCATION:
Address: 223 NE AIROSO BLVD
Legal Description: RIVER PARK
Property Tax ID #: 3419-570-0087-000-0
Site Plan Name:
Project Name:
Setbacks Front Back: _
Right Side:
Left Side:
14DETA('LED DESCRIPTION OFVORK: !"` ?_ °`
TEAR OUT AND REPLACE 8X7 GARAGE DOOR
L\viG -fir GCoor
Lot No.15
Block No. 80
I=CONSTRUCT,ION INFORMATION' III
MUUJUUIIG I WU IN LU UC
❑HVAC
CI
IVIIIICU
Gas Tank
UIIUCI 1.111
❑Gas
FICI IIIIL—NICbN OII
Pi ping
aPPY.
_Shutters
aWindows/Doors
❑Electric ❑ Plumbing
[]Sprinklers
❑ Generator
❑
Roof
Total Sq. Ft of Construction:
S Ft. of First Floor:
Cost of Construction: $ 793.00
Utilities'.
Sewer []Septic
Building Height:
OWNER/LESSEE:
CONTRACTOR:
r
Name SUNCUE LLC
Name: DENVER MILLER
Address:223 NE AIROSO BLVD
Company: D & D GARAGE DOORS PSL
City: PORTST LUCIE State: FL
Zip Code: 34983 Fax:
Phone No. 772-224-2204
Address: 500 KITTERMAN RD
City: PORT ST LUICE State- FL
Zip Code: 34952 Fax: 772-460-7635
Phone No. 772-460-7630
E-Mail:
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
E-Mail:
State or County License: 19007
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTIONLIEN LAW INFORMATION: `
DESIGNER/ENGINEER: x Not Applicable
Name:
MORTGAGE COMPANY: x Not Applicable
Name:
Address:
Address:
City: State:
Zip: Phone:
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: x Not Applicable
Name:
BONDING COMPANY: x Not Applicable
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform themork
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING 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 lender or an attorney before
commencing work or recording vour Notice of Commencement.
STATE OF FLORIDA
CO U NTY O F sr waE
The forgoing instrument was acknowledged before me
this 1 a day of NWes(*r , 20 14 by
Holder
STATE OF FLORIDA
COUNTY OF STLUCiE
The forgoing instrument was acknowledged before me.
this lE day of NOVEMBER . 20 14 by
DENVER MILLERL DENVER MILER
(Name of person acknowledging) (Name of person
(Signature of Notary Publk- State of Florida ) (Signature of Notary Public- State of Florida )
Personally Known x OR Produced Identification Personally Known x OR Produced Identification
Type of Identification Produced Type of Identification Produced
Commission No. F P \? :°A<(Seal) -nFFAlNYXLEE Commission No.FF`0`k-ln "`:;°eon (Se ANYA.LEE
MY COMMISSIONFF 9.10191 My COMMISSION 8 FF W474
#a eVmoCC.tnrl) A®.90td #a
Revised 07/15/2014
REVIEWS
FRONT
ZONING
SUPERVISOR.
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
Property Appraiser - St.Lucie Qoftnty, FL
Page 1 of 1
PROPERTY RECORD CARD
Suncue LLC Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
,,S1CIEOO
Site Address: 223 NE Airoso Blvd ParcellD: 3419-570-0087-000-0 G
Sec/Town/Range: 28:36S:40E, Account*: 43508 y
Map ID: 34128N Use Type: SF Res
Zoning: RS-4 City/Cnty: Saint Lucie County
Ownership and Mailing Legal Description
Owner: Suncue LLC RIVER PARK -UNIT 9-PART C BLK 80 LOT 15 (MAP 34/28N) (OR
Address: 223 NE Airoso Blvd 3640-2489)
Port St Lucie FL 34983
Sales information Assessment 2014 Total Land and Building
Date Price Code Deed Book/Page 2014 TRIM: 46800 Land Value: 8800 Acres: 0.19
5/6/2014 49000 0112 SP 3640/2489 Assessed: 45540 Building Value: 38000
3/24/2014 39500 0112 CT 3615 / 1837 Ag.Credit: 0 Finished Area: 1271 SgFt
6122/2001 57000 00 WD 1410/2786 Exempt:
7/20/1996 40000 00 WD 103110182 Taxable:
3/1/1977 31500 00 CV 026412905 Taxes: 838.45
BUILDING INFORMATION
au
nn+�
Exterior Features
View:
-
RoofCover:
ExtType:
HC- -HC-
YearBit:
Grade:
C- -C-
EffYrBlt:
StoryHght:
0010 -1 Story
No.Units:
Interior Features
BedRooms:
2
Electric:
FullBath:
2
HeatType:
1/2Bath:
0
HeatFuel:
%A/C:
100
%Heated:
Special Features and Yard Items
Type
Y/S
City.
Units Oual. Cord. YrBit.
DWC - Driv-Concret
S
1
600 AV AV 1972
FEN6 - CHAINLINK 6'
Y
1
80 AV AV 1999
FS - Fibrglss Shg
RoofStmct:
GA - Gable
1972
Frame:
-
1972
PrimeWall:
BS - CB Stucco
1
SecWall:
-
MX-MAXIMUM
PrmintWall:
DW- Drywall
FHA - FredHotAir
AvgHUFI:
ELEC - Electric
Prm.Flors:
CU - Carpet
100
%Sprinkled:
0
Land Information
No. Use Type
Type
Measure Depth
1 0100-SF Res
260-Front Ft
75 110
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.pasle.org/paslc/prc.asp?prclid=341957000870000 11/11/2014
1+
'CLASSIC' RAISED PAN]. EXIODS BESETS 'CARRIAGE H
HOTELS 24 GA 125GA S G HOTELS
CLOPAY INA, 94 M, TS 76 MWAY
ITEAL 4RST, 41`0 UST MST 'fALLERI
HOLMES 49, 48B 142, 42D -- HOLKES
SMHT PANEL LING PANEL 'A(TIDTR'
IDEAL
• - NEED. 4F IS FLUSH 'CARRIAGE H
D
Dot HEIGHT I SC*T MW 10 OF
C L
BGIDTMT CORE OR 111E DIIDTTAlI0W1 BIIBDMO CORE (BISET OI
BUCEl-1U) TOR TIT: AS 2' OF HENpTpS 1) ENCm Z
ANY IKG 2) DOOR HAS 2' OF WOIII w BIOIDTIGS OID ZONt; 3)
ANY PWF SLOPE, a) IESTOO IN NE WITH
i10SEE-
DMSYYOGADDNSBYAOM1D®
g ULTIMATE VPID 55 64 TO 80 95
sPEED (HPN)
AWE CATEGORYB, C, DIE, C, D B. L I B, L I B
IOTA R®F NELTM >9 1 IS' 2S' I IS' 1 3V
ENGINEER-
TFNFlELD. P.E.
.J
4
J
L
REVISIONS
23 GA
1 25 GA
1 OF 4 1
REV. NO.1
ZONE
IDATE
ECN N0.
APPVD:
GTSS, PASS
—1
17
2/11/1]
SH
AX9S
--
EDSS
—
SIOIHT PAH.L
L@lG PNEL
SHORT PAu ZFI SH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH
EMBOSS [(]) STIES PER SECTION AT 9'0- WIDE]. EACH INTERM. STILE
WTIH TOG-L-LOC (TOP A BOTTOM) AND URETHANE ADHESIVE
OPTIONAL GLAZING MAY BE STANDARDATTACHED
(ALONG CENTER).
OR IMPACT RESISTANT GLAZING. SEE
LONG PANEL MOOElS: (]) TOTAL STILES PER SECTION. (1) STANDARDMAK.
SECTION B-B ON SHEET 2 FOR
DETAILS. INTERMEDLATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM.
STANDMD SIZE IS 19-1 2'K16'. STILE ATTACHED WITH TOG-L-LOC (TOP @ BOTTOM) AND URETHANE
IMPACT RESISTANT GLAZING IS/
ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES PER SECTION
ER
21-5/8k74-1/B'.
I�\FlELO-INSTPLLEO WITH (4) 18 SNS (PER STILE).
"
Wrr
PATE
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h
ENDH HINGE
illl-IIIII-IIIII-Illlll-ll��
E
• it
•—
•
-
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III-�IIII-III
III-II'�
OPTIONAL OUTSIDE KEYED LOCATION OF A
LOCK POSITION op'nom VENT
'CLASSIC' SHORT RASED -PANEL SHOWN. LONG 'CLASSIC'
AND SHORT 'CARRIAGE HOUSE ARE ALSO APPROVED.
014K5/B• SHEET
METAL SCREWS
1 /4'K]/4' SEIE
0 TAPPING SCRLWS 0
14 GA END HINGES 18 GA INTERMED STE HINGE
VIEW MEW
MEN-C-
3
.-SEE INTERNED. HINGE
NEW C.
\-TWO POINT LOCKING
INTO TRACK
O'00I
�j SLIDE BOLT LOCK
END -F I INTO
SOLE. III[.}f�/ VEBBCAL TRACK.
ONE LOCK ON
EACH SIDE OF
DOOR.
INSIDE SLIDE BOLT
SNAP LATCH ENGAGES LOCK OPRON.
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
OUTSIDE
END
KEYED
S-R�
HANDLE
INSIDE HPNDIE
1VLLIVIIYVCJ �
0 t.0.11
AO 2.015
.01M 5.005
.0000 � 3.001
T4ol.m - E1/z
END
STILE
OUTSIDE
HANDLE LOCK BAR
ENGAGES
TRACK ON
EACH SIDE
OF p00F
OMIT KEYED LOCK WITH
LOCK BAR LOCKING.
y °° �,: I W 6TLOADRATLNG
F Tlv Xw 513-PO-a P
CLASSIC AND CH RP STEEL PAN SC +38/-14 PS
DATE 3/15/95 SCALE: NIS DWG
DATE -- SHEET 1 OF 4 SIZE
S48 - A/B VER: IBC
1■rm,
B
DI
A
D7
4 1J lqir L I I
J
'CLASSIC RAISED PANEL ENBDSS
DOORS
BB GA
76
MST
LONG PANEL
IS FLUSH
'CMRGT£ MUM'
RAISED PANEL EMBOSS
DOORS
SHEET,
2 OF e)
REVISIONS
C
REBELS
24 GA
29 GA
REBELS
29 GA
25 GA
REV. NO.
ZONE:
I DATE:
I ECN NOJ
APPVD:
1 DESCRIPTION
LLDPAY
B4A, 94
M, 75
CLCPAY
'GALLERY'
GDSS, GASS
—
17 - - - SH SEE REVISION HISTORY ON SHEET ONE
DEAL
T.
IR 4F.
6RST
IDYIIES
485fERiT
28
RELRU:S
MTISTRY'
�S
—
PANEL
• - MINE. 4F
M
IDEAL.
'CMRIR MOUSE'
EMS
—
1-1 e m
1 nun Dan
SOLID DOORS (NO GLAZING) OR DOORS WAIN OPTIONAL IMPACT -RESISTANT GLAZING ME OPTIONAL DSB OR 1/B' ACYRUC DIES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBOWATE FROM FRAME AND PVSKOLIIE OPT% OR WCRE CP APPROVED =2 PLASTIC IN ACCORDANCE VI H IBC/FBC
GLAZING IS GE LF%AN SL%24JZT, AN APPROVED CC2 PLASTIC IN ACCORDANCE WTIN 2606.
IBC/FBC 2805 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WTH ME 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE ENTIRE DOOR ASSEMBLY INSTAUED IN COMPLIANCE WTIH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAD REQUIREMENTS OF TIRE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT 29E,LM MEET ME IMPACT RESISTANT REQUIREMENT FOR MAIDBORNE DORIS
CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B—B (IMPACT —RESISTANT GLAZING OPTION) SECTION B—B (NON —IMPACT RESISTANT GLAZING OPTION)
�OETAU •o'
FROM FRAME WITH U.V. COATING ON OUTSIDE SURFACE
NOTE THAT FRONT FRAME IS NARROWER THAN
IMPACT -RESISTANT FRAME TES
OPTOMM. DECORATME en MULTIPURPOSE HIGH BOND TAPE
SNAP -IN INSERT. (BET EE4 RARE AND FACADE).
DECORATIVE FRONT FRGME n n
L GLAZING
MOLDED INSIDE
a� UCTUPAL SUCONE SEALWT LITE RETAINER. /8A0/4' PM HEAD SCREW
(SE NEEN STEEL SHM MD IRAME). (10 SCREWS PER LITE).
IMPACT RESISTANT
ONE-PIECE INJECTION POLYSTYRENE RETAINER FASIERED TO FRAME WITH
MO12u� (10) ID A 3/4' PAN HUD MACHINE SCREWS.
8
3
FRAME & GLAZING.
IMPACT —RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 101348-A DRAWING 10134E-D
MANUFACTURING PRODUCT COBS
SNORE PMEL• PM-21`150
LONG PANEL• PM-2F156
DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PART NO.: N/A
a
lim 0 5 &n-66.0P.S.F.
A
F�
vccxw.onD RATING
CID
TOLERANCES m. 8y T D�4 RED
W D P 3 8
Ream FP Nn 51a 770-465T L7
.00 tA15 DESCRIPTION: CVSSIC AND CH RP STEEL PM SC +W/-H PSF
000 - +X05
AGGO +mI DRAWN BY: MIN DATE 0/15/95 SCALE: NIS D WG,D
B
_
DESIGN ENGINEER) CHECKED BY: -- DATE: -- SHEET 2 OF 4 SIZE
MMN WESiERFlEID, P.E. AMEN sM daoeV
DWG. NO.: 10134E - A/B VER: IBC
- I 49 (AS P. 9 A wllDmws ARE N ixwRx
4 3 7 APPROOWQL
16107
-is
,s
4 I J
ASS OfIDIS I 'CARRIAGE H➢VSE' RAISER PAHEL EN=S ICONS
MI)ELS
IDEAL 4RST, 4f� 6RST BAT 'GART
LLERY' GDSS, (ASS
IOLMES 48, 466 4L 42H -- HOLIR:S
SIYR PANEL LdG PANEL 'MNSTRY'
• - MUDD- 4F IS FLUSH TARRIP NOUSE' E➢SS --
eunm Neil I my e
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINQS11
3/e'xY LAG SCREWS ON 24' CENTERS. 1-1/8' O.D. WASHER REQUIRED. LAG SCREWS MAY
BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE.
HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
VERTICAL [AM8 ATTACHMENT fC-9D BLOCK OR 2ND PSI MIN- CONCRETE COLUMN)
3/8kY SLEEVE ANCHOR BOLTS ON 22' CENTERS (2,000 PSI MIN. -CONCRETE). WASHERS
INCLUDED WITH SLEEVE ANCHORS.
OR
1/4'a3' TAPCON SCREWS ON 19' CENTERS (2,000 PSI MIN. CONCRETE) OR 10' CENTERS
(C-90 BLOCK). 1' O.D. WASHERS REQUIRED WITH TAPCONS.
ANCHORS MAY BE COUNTERSUNK BUT NOT REQUIRED) TO PROVIDE A RUSH MOUNTING
SURFACE HORIZONTAL JAMBS DO OT TRANSFER LOAD.
OTHER JAMB CONFIGURATIONS.- REFER TO DASMA TDS-181. A UCENSED DESIGN
PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB
CONFIGURATIONS.
Z 1
XT' REVISIONS
3 OF 4 REV. NO. I ZONE: I DATE: ECN NO. APPVD: 1 DESCRIPT
17 CCC QM[IIIN NIR(1QV IfN [.. !1
3' TALL U-BM
—{
f— 2' THICK 20 CA GALV. STEEL
I
WIN. YEILD STRENGTH: 50 KSI
D
L 3'
1-7/er'
I
12 GA. GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W/(4)
A14K5/8' SHEET METAL
SCREWS.
25 GA MIN. G-40 GAIN.
STEEL SKIN WITH A
SHIP LAP JOINTS.
BAKED -ON PRIMER AND
A BAKED -ON POLYESTER
TOP COAT APPLIED TO
14 GA. GALV. STEEL END HINGE
c
BOTH SIDES OF STEEL
FASTENED TO END STILES W/(4) EACH
SKIN.
0145/8' SHEET METAL SCREWS & (4)
1/4' SELF TAPPING SCREWS.
3' TALL K 20 GA GALV. STEEL U-BARS
IN A 2-1-2-1 PATTERN (I.E. TWO
U-BARS ON BOTTOM SECTION, ONE
U-BAR ON NEXT SECTION, ETC.). EACH
BAR ATTACHEDW(2) /4'
SELF TAPPING SCREWS PER STILE
LOCATION.
TALUMINUM
B
13 GA GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) 814x5/8' SHEET METAL SCR;
EXTRUSION
SECTION
& VINYL WEATHERSTRIP.
A -A (SIOF MEMO
F
.0 - t.Gl1 Dvaxb fa Na stJ-TIO-KN
.00 - t.015 DESCRIPTION: CVSSIC AND CH RP
t' DRAWN BY MN' DATE: 3/15
.0000 3.001
Ow,w. - tI/T CHECKED BY: -- DATE: --
8 P.E.13 VOM�EN51M5 ME NI¢5. OWG. NO.: 10138 - A/B
4 3 2 FLnnqunn PnnMcT Am-
VIN➢LYO RATING A
IBC
AL 16100
4 J L I
•CLASSIC m
®SS DOORS TARRIAFE HIRXW RAISED PANEL E s Y®tS SHFER REVISIONS
HIM)M M ES GA IauELs 25 M m GA 4 OF 4 REV. N0. ZONE DATE ECN N0. APPVD: DESCRIPRON
CL®AY ]5 ]6 MMAY ms, EASS — 17 SEE REVISION HISTORY ON SHEET ONE.
IDEAL m 2RST 'GALLERY• _ __ _
1 Rrs 12B - I�ME m5S LONG PANEL •MTISTRY•
TOM E05S --
• - KDCEL 4F IS FLASH TARRIAGE HOUSE'
S161T PANEL LGYO PANEL D
2' TRACK CONFIGUMMON. r13
COUMEMDIANCE SYSTEM JAMB CONRGUMRON.
HOIROND11PACK
MY. SLED. FW ®MLNET ATIMHM TO DOOR SUPPORT In DOOR
WIM (0) 5/IB' K 1-5�8' W SCREWS HEOW 'L' MSTADR (TO SUIT.
OTRMKWTM(2)1/4RNEIS.NDIF: 1PALN MNFNAMA1pN O _ yJAYB PREPAM110N NOTE'. ,�'OPRONAL STOP YOUIDIXG 6! INSTALLER (TO SUIO.
ABOVE THE DOOR OPENING DOES (� SPMNG NIE M, O.C. '/16 M GLV. S1EEL wo mfe
NOTAFTECf 1Xf WIND INDMIMG OF THIS DOG&1' GLV. SIFII IRMK 1-1/2' K 12 G G&V, SIEfl
TRAM TKE:I0�.4: BBB-'. iPADK ®YG(DS FASTENDI TO
WOOO J BS WITH 5/6' K 1-5/e' �]/IB' ID. ROUND 18 G. GLV. mil COODt HINGE
1, _ W SCREWS, FDAS�RKIN Nm 11ASTwm TO MEET MULES IOM WX
se'AY M 2-1/2- K 12 G GLV. -
mil TRMK BRMKEM = 14 CA OAV. SIFEL ROLLFA XINGE FASRhD 10 wD STILE W/({) FUDIt IIIa9/6' C
ARMHat TO NAYB WITH (1) SHEET YDAL SCREWS AND (2) 1/4- SW TIPPING SCRIM Pw w0 HINGE
G 5/IB' K 1-5/B' W S J PM 2' GLV. SDII TRMK FASfR M TO
1RMK BP,Y.IO.T. _ 12 G GLV m TRMK BWOB15
RUM EMBA (2) 1//' CA RIVM OR 2' MA 7-1/2' LONG STEM. 10 BAL STEM ROLLER WON S1EEL OR HYIDN TIRE
10' (1) 1/4' K 5/8' BOLT Q HUT Pw R Om o-e
IRI=ET.
PREP MON OF JAMRS BY OTHERS.
wR BPMND (2-1/2' A 5-5/4' N 12GA)
A74MM WITH (2) Ile A 3/4' SEX TAPPING
W • d' TRACK IS ALSO AVMARIE.
NOtt60NVL LOW xFOcuffil ON
7■
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00 4AI5
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Florida Building Code Online Page 1 of 5
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F,gjj- fDepa;jg,,,,�///t�rI actsnome i log In User Registration HotTopics Submitsumharye state &Facte Publications FBC Sfax acts site Map' Links search
Busines - h Product Approval
Professi pal x SER: Public User
Regulation
DBiL'iitYialfll 1'ilY.i{iili Produa Approval Menu > Product or Application Search > Aoollcation Llst> Appllcatlan Detall
h, FL # FL36107-R4
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archived
❑
Product Manufacturer
Clopay Building Products Company
Address/Phone/Email
8585 Duke Blvd.
Mason, OH 45040
(513) 770-6062
mwester0eld@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Scott Hamilton
the Evaluation Report
Florida License
PE-63266
Quality Assurance Entity
Intertek Testing Services NA Inc. - ETL/Wamock Hersey
Quality Assurance Contract Expiration Date
12/31/2028
Validated By
Gary Pfuehler
13 Validation Checklist - Hardcopy Received
Certificate of Independence FL161.07 R4 COI Certification of Independence of Validation Entity-
Gary Pfuehlecodf
FL16107 R4 COI Statement on Independence of Evaluation En l(�-
ScottHamilton 120424.odf
Referenced Standard and Year (of Standard) Standard Year
ANSI/DASMA 108
2005
ANSI/DASMA 115
2005
ASTM E1886
2005
ASTM E1996
2009
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl O... 11 /12/2014
Florida Building Code Online
Page 2 of 5
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page
Method 1 Option D
06/27/2014
06/27/2014
07/02/2014
08/25/2014
m 0 Page2/30 m
FL tF
Model, Number or Name
Description
16107.21
21 W8-16 DSIE-1F471: GD2SP,
Double -skin Insulated EPS (exterior skin 27 ga. min.;
GR2SP, GD2LP, GR21_P, AR2SP,
Interior skin 27 ga. min.) Double -Car (9'2" to 16'2" wide)
AR2LP, ED2SP, ED2LP, 4302, 6202,
WINDCODE® W8 Garage Door with Optional Impact-
SFC68
Resistant Lites
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16107 R4 II 104786-IBC-Rev0I.odf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or
FL16107 R4 AE CBPC 130423-A odf
doors with optional Impact -resistant glazing are Impact-
Created by Independent Third Party: No
resistant (large missile impact).
16107.22
22 W6-09 DSIE-1F171: 4300,
Double -skin Insulated EPS (exterior skin 27 ga. min.;
4301, 4310, HOG, HDGL, HDGF,
interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
66, 66G, 67, 67G, 68, SP200,
WINDCODE@ W6 Garage Door with Optional Impact-
SF200, SE200, 6200, 6201, 6203
Resistant Utes
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16107 R4 II 101526-A-Rev18 odf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or
FLIE107 R4 AE CBPC 130214-A.odF
doors with optional Impact -resistant glazing are Impact-
Created by Independent Third Party: No
resistant (large missile impact).
16107.23
23 W6-09 4300,
Double -skin Insulated EPS (exterior skin 27 ga. min.;
4301, 431HDG, HDGL, HDGF,
OSIE-1F171:
Interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
66, 66G, 667G, 68, SP200,
WINDCODE@ W6 Garage Door
SF200, SE0, 6200, 6201, 6203
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F1.1.61.07 R4 II 101526-13-Rev18.0
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF
Evaluation Reports
Other: Doors with standard glazing meet the wind load
FL16107 R4 AF CBPC 130214-A ndf
requirements of the building code but DO NOT meet the
Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
fi107.24 -�
24 W6;q'/T�PAN52F153: 84A, 94, 73,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide)
75,-1500; 190,'4RST, 4RSF, 4F,
WINDCODEO W6 Garage Door with Optional Impact-
6RST, 6RSF, 48, 42, 55, 48B, 42B,
Resistant Lites
55S, GDSS, GD5SV, GRSS, GR5SV,
AR5S, ARSSV, ED5S, EDSSV
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL16107 R4 II 101348-A-Revl7.odf
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or
FUU07 R4 AE CBPC 130214-A ndf
doors with optional Impact -resistant glazing are Impact-
Created by Independent Third Party: No
resistant (large missile Impact).
16107.25
25 W6-09 PAN-2F153: 84A, 94, 73,
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide)
75, 1500, 190, 4RST, 4RSF, 4F,
WINDCODEO W6 Garage Door
6RST, 6RSF, 48, 42, 55, 48B, 42B,
SSS, GDSS, GDSSV, GRSS, GR5SV,
ARSS,AR5SV,EDSS,EDSSV
http://www.fioridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10... 11 /12/2014
These Tables Are For GARAGE DOORS IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B,C or D
Table R301.2(4)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE.[PSF]
❑160 EXPOSURE B 9' x 7' Door = + 26.7 - 30.2
7160 EXPOSURE B 16' x 7' Door = + 25.6 - 28.5
X1-60 EXPOSURE C _9�x l 4or,= +- 2 4, -.aa 1 story and max 15'
❑160 EXPOSURE C 16' X 7' Door = + 31.0 - 34.5 mean roof height)
❑160 EXPOSURE C 9' x 7' Door = + 37.4 - 42.3 ( 2 story and max 30'
7160 EXPOSURE C 16' X,7' Door = + 35.9 - 39.9 mean roof height)
❑160 EXPOSURE D 9' x 7' Door = + 39.3 -44.4 ' (1 story and max 15'
❑160 EXPOSURE D 16' x 7' Door = + 37.7 -41.2 mean roof height)
❑160 EXPOSURE D 9' x 7' Door = + 44.3 - 50.2
❑160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4
❑150 EXPOSURE B 9' x 7' Door = + 22.8 _ 25.8
❑150 EXPOSURE B 16' x 7' Door = + 21.8 - 24.3
❑150 EXPOSURE C 9' x 7' Door = + 27.6 -31.3
❑150 EXPOSURE C 16' x T Door = + 26.4 - 29.5
❑150 EXPOSURE C 9' x 7' Door = + 32.0 - 36.2
❑150 EXPOSURE C 16'.x7' Door=+30.6 -34.1
0150 EXPOSURE D 9' x 7' Door = + 33.6 - 38.0
❑150 EXPOSURE D 16' x 7' Door = + 32.1 - 35.8
❑150 EXPOSURE D 9' x T Door = + 37.9 - 42.9
❑150 EXPOSURE D 16' x 7' Door = + 36.2 - 40.4
( 2 story and max 30'
mean roof height)
(1 story and max 15'
mean roof height
(2 story and max 30'
mean roof height)
(1 story and max 15'
mean roof height)
(2 story and max 30'
mean roof height)
Notes:
■ Secure existing bucks per the Product Approval or Design Professional
Instructions prior to 'installing the door. Have product approvals
available at the time of inspection.
■ Glazing in Garage_ doors must comply with R301.2.1.2 (Glazing must
be impact resistant or shuttered)