HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO IIM,,UST BE COMPLETED FOR APPLICATION TO BE ACCEPTED 22
Date: I Y SCANNED PermitNumber:
BY
t Lucie
St. 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: Window/door
PROPOSED IMPROVEMENT LOCATION:
Address: 305 W ARBOR AVE
Legal Description: RIVER PARK
Property Tax ID #: 3419-501-0109-000-7
Site Plan Name:
Project Name:
Setbacks Front Back: Right Side:
Left Side:
,..
DETAILED DESCRIPTION OF WORKt,%,
�Ii�1[i _►N�[�:�l�L•1TTN�SiPI:i
Lot No.21
Block No. 9
CONSTRUCTION INFORMATION:
0e
rtiona wor to a orme un erthispermit—
EjHVAC Gas Tank
checka
❑Gas Piping
appy:Y
_ Shutters
Windows/Doors
Electric 0 Plumbing
❑Sprinklers
11 Generator
0 Roof
Total Sq. Ft of Construction:
S Ft. of First Floor:
Cost of Construction: $ 2485.00
Utilities: Sewer Septic
Building Height:
OWNER/LESSEE;
CONTRACTOR:
Name JAY SADDINGTON
Name: DENVERMILLLER
Address:1164 LOG COLLEGE DR
Company: D&D GARAGE DOORS PSL
City: WARMINSTER State: PA
Zip Code: 18974 Fax:
Phone No. 772-626-9405
Address: 500 KITTERMAN RD
City: PORT ST LUCIE State: PA
Zip Code: 34952 Fax:
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.
SUPPLEMENTALCONSTRUCTtON.LIEN LAW INFORMATION
DESIGNER/ENGINEER: x_ Not Applicable
MORTGAGE COMPANY:
X Not Applicable
Name:
Name:
Address:
Address:
City: State:
City:
State:
Zip: Phone:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: x Not Applicable
BONDING COMPANY:
x Not Applicable
Name:
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 the work
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
STATE OF FLORIDA
COUNTY OFSTLuCIE
The forgoing instrument was acknowledged before me
this _ day of 20 14 by
DENVER MILLERL
(Name of person acknowledging )
re
Personally Known x
Type of Identification
Commission No. FF101474
Revised 07/15/2014
OR Produced Identification
TIFFANYA. LEE
Signature of Contract /L ense'liolder
STATE OF FLORIDA
CO U NTY O F ST LUCIE
The forgoing instrument was acknowledged before me
this 25 day of NOVEMBER 2014 by
1-AMPIASIIWI:1
(Name of person acknowledging)
7-1
(Signaturere oflic State of Florida )
Personally Known x OR Produced Identification
Type of Identification Produced
Commission No. FF101474
COMMISSION 8 FF
2018
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
Property Appraiser - St.Lucie County, FL
Page 1 of 1
PROPERTY RECORD CARD
Jay S Saddington Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
115101E CO
Site Address: 305 W Arbor Ave PafcellD: 3419-501-0109-000-7 G
Sec/Town/Range: 22:36S:40E Account#: 41721 yP.f. 1
Map ID: 34/22N Use Type: SF Res
Zoning: RS-4 City/Cnty: Saint Lucie County � !
Ownership and Mailing Legal Description
Owner: Jay S Saddington RIVER PARK -UNIT 1 BLK 9 LOT 21•LESS SWLY 15 FT -AND LOT
Address: 1164 Log College or 22-LESS NELY 25 FT- (MAP 34/22N)(OR 3453-398
Warminster PA 18974 More...
Sales Information Assessment 2014 Total Land and Building
Date Price Code Deed Book/Page 2014 TRIM: 115500 Land Value: 16400 Acres: 0.33
10/30/2012 74900 0112 SP 3453 / 0398 Assessed: 113190 Building Value: 99100
577/2012 0 0112 CT 3388 / 1851 Ag.Credit: 0 Finished Area: 1892 SgFt
6/25/2008 65500 01 QC 2988/1512 Exempt:
10/17/2007 71000 01 QC 2893 / 2117 Taxable:
11/14/2003 165000 00 WD 1854/0126 Taxes: 2083.95
10/30/2003 100 01 QC 1816 / 2438
8/1/2003 0 01 OA 1773 / 0205
7/1/1986 1500 01 CV 0510 / 0088
8/1/1985 15000 00 CV 0474 / 2054
8/1/1985 0 01 CV 0473 / 1763
BUILDING INFORMATION
Exterior Features
View: -
RoofCover:
SD - Dim Shingle
ExtType: HC-HC
YearBit:
1986
Grade: C-C
EffYrBit:
1986
StoryHght: 0010-1 Story
No.Units:
1
Interior Features
Bed Rooms: 2
Electric:
MX-MAXIMUM
FullBath: 2
HeatType:
FHA - FrcdHotAir
1/2Balh: 0
HeatFuel:
ELEC - Electric
%A/C: 100
%Heated:
100
Special Features and Yard Items
Land Information_
Type Y/S Qty.
Units Quai. Cond.
YrBlt.
No. Use Type
SWAV - RES POOL AVG Y 1
392 AV AV
1986
1 0100-SF Res
PA01 - POOL DK-AVG Y 1
614 AV AV
1986
2 0100-SF Res
DWC- Driv-Concret Y 1
720 AV AV
1986
FNW6 - WOOD FEN 6' Y 1
240 AV AV
2005
RoofStruct: GA - Gable
Frame:
PrimeWall: BS - CB Stucco
SecWall:
PrminlWall: DW- Drywall
AvgHUFI:
Prm.Flors: _ CT -Tile-Ceramic
%Sprinkled: 0
Type Measure Depth
215 -Front Ft 60 110
215 -Front Ft 60 130
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/pasle/prc.asp?prclid=341950101090007 11/25/2014
M1
JI
MODELS SHORT LONG MODELS FLUSH SNEET
CLOPAY GD2SU, GR2SU G➢2LU, GR2LU CLOPAY CLASSIC 9202, NOPC20 1 OF 3 REry, N0. ZONE
GALLERY _
AR2SU AR2L00
ARTISTRY U HOLNES CLASSIC 7202 O1
IDEAL ED2SU ED2LU IDEAL CLASSIC B202, MFC6BU 02
OPTIONAL GLAZING MAY BE STANDARD (DSB OR BETTER) OR IMPACT
RESISTANT GLAZING. MMIMUM GLAZING SIZE (DLO) IS 38-1/2'r13'.
GLAZING MAY BE SHORT —PANEL (NOT SHOWN) OR LONG —PANEL (I) 20 GA. BACKER PLATE AT EACH INTERMEDIATE
(SHOWN). SEE SECTION B—B ON SHEET 2 FOR DETAIS, HINGE LOCATION, BACKER PIATES ATTACHED W101
GLAZING MAY BE INSTALLED IN TOP SECTION (SHOWN) OR DOUBLE —SIDED ACRYUC ADHESIVE TO BACK OF DOOR.
INTERMEDIATE SECTION (NOT SHOWN).
r— A 0) 12 GC DAM STEEL TOP ROLLER
PAP
W. NOR MGM IW—r LOCK POSITION.
GHT
R OF
SECTIONS
'0'
4
KB
10'0'
5
12'0'
6
14'0'
7
16'0'
e
TION
HEIGHT. 24'
ENGINEER,
1
4
THIS ODOR MEEK OR EXCEEDS THE DESIGN LOADS FOR VE
ULTMATE WIND SPEEDS NSTiD BELOW ACCORDING TO THE FLORIDA
BUILDING CODE OR THE INTERNMONAL BUILDING CODE (BASED ON
ASCE)-10) MR THE FOILDMNG CONDMONS: 1) ENCEDSED
BUILDING, 2) DOOR HIS 2' OF WIDTH IN BUILDING'S ENO ZONE. 3)
ANY ROOF SLOPE. AND 4) TESTING IN ACCORGANCE WIN
MSI/OMMA 103. SBE—SPECRIC =U MONS BY A QUM-JRED
DESIGN PROFESSIONAL MY RFFER.
ULTIMATE WIND
173
185
Iw 200
200
SPEED (MPH)
EXPOSURE
B, C. D
B, C, D
B, C B,
CATEGWY
MEAN ROOF HEIGHT
25'
IS'
25' 1
BRACKETS. SEE SHEET 2. FOR DETAILS
16 GA. MIN. GALV.
STEEL ENO STILES.
MEW 'B'
MEW 'C'
`TWO POINT LOCKING
INTO TMCK.
—J' 20 CAGE 80 KSI MIN. U—BARS.
ONE AT THE TOP OF EVERY OTHER
SECTION, STARTING AT THE BOTTOM.
NOTE: U—BARS NOT REQUIRED FOR
7' TALL DOORS.
—BRACKET USED FOR BOTTOM
DOUBLE END SALE.
MODIRED FOR Fl
— — — ADDED OPTIONAL
T CONSTRUCTION:
ING) OR ODORS WITH OPONAL IMPACT —RESISTANT GAZING ME
ONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM
C IP LUAU 8034 (VERSIONS ALSO APPROVED: MR10, 90M.
90311. 80314, 80355) OR HATER MMROLON GP (VERSIONS
1. 15), APPROVED CC1 PLASTICS IN ACCORDANCE WITH IBC/FBC
SECTION B-B (IMPACT -RESISTANT GLAZING OPTION)
INSULATED DOOR SECTON.
DECORATIVE FACADE.
(12) p13-18 K 1/2'
EXTERIOR OF DOOR. SELF —TAPPING SCREWS.
1. I5'
INTERIOR OF DOOR.
(12) /B-18 K 1/2'
SELF —TAPPING SCREWS.
1/4' NICK POLYCARBONATE
GLAZING.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
SLIDE BOLT LOCK
ONE
EACHSIDE
END q ENGAGES INTO
STILE. // VERTICAL TRACK.
ONE LOCK ON
KINSIDE
EACH SIOE OF
OUTSIDEDOOR. KEYEDHMDLE.INSIDE
SLIDE BOLT
LOCK ORION,
OUTSIDE
KEYED LOCK WITH
e
Y l;I�N 4
{"ta
t-'
I
'VLc.0 -y*mI
.00 - 3.015
Am - }A05
.0000 - 3.001
DeOTeee - S1/T
IN
B
END
STILE.
OUTSIDE
HANDLE. LOCK BAR
ENGAGES IN
RACK ON
EACH SIDE
OF DOOR.
0111510E KEYED LOCK WffH
I OCK BAR LOCKING. gMIPACIDRING PRODUCT LOBE
DSIU-IF471
25Z:DTP.:F. PART NO.: N/A
-- flS45 GUYe BoulewN vwnl nefl PGTWG
TD 1 OF 3 SIZE L
IBC
'AL 96�46
MODELS
SHORT
LONG
GD2SU, GR2SU
GD27UGR2LU
AR2SU
pR2LU
E➢2SU
E➢2lU
J
MODELS FLUSH
CLOPAY CLASSIC 9202, H➢PC20
HOLMES CLASSIC 7202
IDEAL CLASSIC 0202, MFC6BU
2 OF
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NDTEB:
1 THE 2.6 ER GL SYP (GRADE /2 OIS R B`RI RED NABS NO�LOAOK AND MEN
ME DOOR IS 1P/.CK fi
TRAVSFERRED TO WE HORIZONTAL (TOP) JAMB.
2. FACH VERTICAL JAMB SEES A MNIMUM DEVON TOM OF +368 LB h -416 LU. PER MEN?
FOOT OF JMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVNE A
FLUSH MOUNTING SURFACE.
4. A 1/3 STRESS INCREASE MR WIND LOAD WAS NUI USED IN THE CAICUfARON OF ALLOWABLE
LOADS MR ANCHORS MD FASTENERS FOR SEES, CONCRETE AND MASONRY.
PREPARATION OF JAMBS BY OTHERS
NOT: THE DESIGN OF WE SUPPORTING STRUCTURAL ELEMENTS SMALL
BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE
BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING
CODES FOR THE LOADS LISTED ON THIS DRAWING.
2xS JAMB TO SUPPORTING STRUCTURE ATTACHME
(NOT M BE USED FOB ATTACHMENT OF TRACK MCTE TO 2.6 VERTICAL JAMBS OR SUPPORTING STNIICIIIREI
BUILDING TYPE
FASTENER TYPE
MAMMUM
ON-CEMETI
DISTANCE
BETWEEN
FASTENERS*
STEEL
WASHERS
REQUIRED,
-
O.D.
3000 PSI MIN. CONCRETE
1 ♦ x 1 MIN. EMBED TMDON CONCRETE
MCHOR
6-3 4
1 O.D.
PRIMIN CONCRETE
] B % 1-3/4 MIN. EMBED WFJ-IT
MKR THE SLEEVE MCHOR
11=11T
CHOIR
14'
• FIRST (BOTTOM) ANCHOR STARTING AT NO MORE WAY HALF OF THE MMMUM ON -CENTER DISTMCE HIGHEST ANCHOR INSTALLED
AT LOST AS HIGH AS THE ODOR OPENING.
CLOPAY DOES NOT SUPPLY JMB ATTACHMENT FASTENERS.
MINIMUM DISTMCE BETWEEN CENTER OF MCHOR MD EDGE OF CONCRETE BLOCK: 2-1/2 EXCLUDING STUCCO THICKNESS.
ENGINEER-
MRFIEID. P.E.
a
FA
URETHANE CORE
DENSITY 2.4 P.C.F.
TONGUE AND GROOVE JOINTS.
4'—
4 L
4- TALL T
4' TATAPER STRUT.
0.062' MIN. GALV, STEEL,
BO MI. MIN.
27 GA (0.016' MIN.) EXTERIOR
STEEL SKIN (DRAWING OUALRY)
WITH G-40 MIN. GALV.
BAKED -ON POLYESTER PAINTED
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
3' TALL 50 KSI U-BAR
20 GA GALV. STEEL_
-d3.r
1-7/8'
#14x5/8' SHEET METAL SCREWS T SECTION A -A (SIDE VIEW)
0
0
0 0 0
1/4'x3/4' SELF
TAPPING SCREWS.
14 GA. END HINGES 1B GA. (MIN.1 INTERMEDIATE HINGE
VIEW 'R• VIEW 'C•
3
VA
-v�.0 - AA31M
GO - 3DIS
A00 SAGS
A000 SA01
De'.. - f 1/T
SILICONE FILLED CHANNEL SEPARATES
FROM AND BACK SKIN OF DOOR.
(1) 12 GA. GALV. STEEL TOP ROLLER
BRACKETS (2-1/2' x 5-3/8'). EACH
BRACKET ATTACHED W/(4) }14x5/8' SHEET
METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TO TOP BRACKET WITH (2) 1/4'xt/2' BOLTS
AND NUTS PER BRACKET.
27 GA (0.016' MIN.) INTERIOR STEEL SKIN
-(DRAWING DUALITY) WITH G-40 MIN. GALV.,
BAKED -ON PRIMER AND A BAKED -ON
POLYESTER PAINTED TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN.
14 GA. GALV. ROLLER HINGE EACH HINGE
FASTENED TO END STILES WITH (4)
p144/8' SHEET METAL AND (2)
1/4'x3/4' SELF TAPPING SCREWS. SEE
VIEW 'B'.
3' 20 GAGE 80 KSI MIN. U-BAR. ONE AT
THE TOP OF EVERY OTHER SECTION.
ATTACHED AT EACH HINGE LOCATION WITH (2)
1/4'0/4' SELF TAPPING SCREWS. NOTE
U-BARS NOT REOUIRED FOR 7' TALL DOORS.
ONE 4' T-STRUT PER SECTION. (SEE
VIEW b7 EACH T-STRUT ATTACHED AT
EACH HINGE LOCATION WITH (2)
1/4'x3/4' SELF TAPPING SCREWS.
13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
WITH (2) 8105/8' SHEET METAL SCREWS.
ALUMINUM EXTRUSION k VINYL WEATHERSTRIP.
DSIU-1F471
VINDLOAD RATING
I
0
0
4
1 J
MODELS
SHORT
LONG
MODELS
FLUSH
CLOPAY
GD2SU, GR2SU
GD2LU, GR2LU
CLOPAY CLASSIC
9202, HDPC20
GALLERY
AR2SU
ARE LU
HOLMES CLASSIC
7202
ED2SU
ED2W
IDEAL CLASSID
8202, MFC681
2' TRACK CONFIGURATION
NOTE• TRACK CONFIGURATION ABOVE TIE HORD
MR OPENNG DOES NOT AFFECT THE SUPP
DOORS UP TO EGO LBS,
WINO LOAD RATING OF MS DOOR INSTA
DOOR COUNIERBAUWCE SISTER D
H
13 CA MV. STEEL NAO BRACKET ATTACHED TO
JAYS WIW (3) 5/16' % 1-5/8'RACK AT SCREWS
AND TO TRICK WITH (2) 1/4' WETS.
QAS
ROD: SPACING NIE 14' O.C.
GS' 2' MV. SBF1 1RILK
TRACK IHICMESS: 0063'.
F
50'
1'
JB' 2-1/E % 12 ET,
STEEL TRACK
STEEL
a
JWBIS,
ATTACHED TO JAMB WTIH (E
24' 5/16' % 1-5/8' TAD SCREW PER
�
TRACK BRACER.
111
iffii
J
4
�I
mom, TRACK CONFIGURATION WOVE THE
DOOR OPENNG DOES NOT AFFECT WE
WND LOAD RATING OF THIS DOOR.
CENTER HANG REQUIRED FOR
-DOORS OVER e' HIGH.
2NS J-1/4- K Z-7/6
L TRACK 14' MAKRIUM SPACNG
BOLTS FROM UST MOUNTING
TPALI(. SLOT TO TRACT( JUNCTION
ADDNONAL MOUNTING SEOIS
SPADED AT 12' CENTERS.
=12' ON CENTER
3 OF
JAMB CONFIGURATION
DOORS UP TO 800 LE&
1' MR OVFRNP (EACH SIDE)
2x6 5W WOOD JAMB. SEE
'J 11 PRMARADDN NOW. �py.
OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT).
16 DA MV. STEEL WUBI£-END-srI1C FASTENED WTIH (1) /B K 1/2' WAFER SCREW.
ENO SRLE MIJ.: 5-3/4 % 2-1/5' % 3/8'.
m
5' LAG SCRDK NOT 10
—7/15' I.D. ROUND
FAS4IETED TO SECTOR W/(1) GCH
"CEED 14' ON-CFNIER.
p NW
FASIEHFA. /15/8' SHEET MET& SCR EWS
14 Gl GAY. SiFEL ROLLER HINGES FASTENED TO ENO SRUS W/(4) EACH /140/8'
c
SHEET METAL SCREWS AND (2) 1/4' SE F TAPPING SCREWS PER ENO HINGE
2' CALV. STEEL TRACK FASTENED TO
12 GA GALV STEEL TRICK BRACRR
WITH EITHER (2) 1/4' DJ. RNETS OR
2' OA. 7-1/2' LONG SILLY. 10 w1I STEEL ROLLERWIW STEELORNYLON THE
(1) 1/4' % 5/8' BOAS & NOT PED
c
TNCK BRACKET.
MR BRACKET (2-1/2' K 3-3/4' K 12GA)
PREPARATION
OF JAMBS BY OTHERS ATTACHED WITH (2) 1/1' K 3/4' SELF TWPNG
¢PEWS NOTE THAT UIR BRACKETS WE AI50
-
USED WITH'DOUBLE ENO SIRi AS SHOWN N
JAMB CONFIGURATON
ZONE 9-3 SHEET 1.
M,F TRACK
DGDRS B00 19B pN0 OVER.
IOW HEADROOM OPTION
(AVAIL MR BOW 2' AND ]' TRACK)
UBLE HORRANUU
1' MR OVERLW (EACH SIDE)
1RILc
2K8 SVP WOOD JAMB SEE
OPTIONAL STOP MOULDING BY MR NSTALFR (TO SUIT).
p
o
JAMB PREPARATION NOTE.
DOUMSE-EN TUEFASTENED � (1) IB K 1/2' WAFER
SCGA
END
LL TRACK
RGW. STEEL %
3-1/4' K 2-7/5' YIN. K 0.080' TWERED
ANGLE S¢ LAD BOLT MOUNTING AT TRACK
WNNGURKWN BELOW.
0.101' WICK 3' MY. SIEFL TRACK FASTENED
TO TWERED ANGLE. TRACK ATTACHED TO
TWERED ANGLE WITH ONE 1/41 /B' BOLT &
WR AT EACH MOUNTING SIDT.
18 " CA1.. SOIL CENTER HINGE
7/I6' I.D. RC1ND FASTENED TO SECTION W/(4) EACH
FASTENER.
PUSH ER /14K5/5' SHEET META SCREWS
14 GA. GAUV. SIEDL ROLLER HINGES FASTENED TO ENO
STLFB W/(4) EACH 01415/8' SHEET META SCREWS
AND (2) 1/4' SELF TWPNG SCREWS PER END HINGE
DA,. B-1/2'EONG SILLY BALL BEARING STEEL ROLLER.
T4• /NE X' TRACK BOLT AND NUT AT EACH
PREPARATION OF JAMBS BY
/EMOUNTING SUOT LOCATION. DESIGN LOADS: +46.
7.*
6 .0
_ DOOR VENIICA uWnw22 HECHT LENGTH ES,,..D]11D' - ONE 5/18' 1-5/B' LUG SCREWSPICED AT WE SURE .015- e DISIANCES AS THE TRACK BOLTS (LE 3-1/2% 10'. 22', W.40512-0 1J2 46', TIC.). AMMNA. TAD SCREWS LOCATED AT 16% 26', &.0013-1/2' 14 b 156 4W FROM BOTOY. 1W0 IAG SCREWS ALSO LOCATED ABOVE 31/TVEETCAL/NORRON1RICN JUNCTION.
�e
7
DSIU-IF471
SH1 DATE: 1/10/1] SCALE, NIS
Y: SH DATE: 1/1 O/13 8s= 3 DF ]
1 OM22 VER: IBC
D)MC T nPPNoWAL I
Flprida Building Code Online _ Page 1 of 3
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,ET"Product Aoeroval Menu> Pradud or Application Search >Apalicatipn Llet> Appllratlon Derail
FL #
FL16546-RS
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
mwesterfield@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
G Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Scott Hamilton
-
Florida License
PE-63286
0
Quality Assurance Entity
Intertek Testing Services NA Inc. - ETL/Warrock Hersey
Quality Assurance Contract Expiration Date
12/31/2028
Validated By
Gary Pfuehler
lZ Validation Checklist - Hardcopy Received
Certificate of Independence FIJ6546 RI COT Certification
of Independence of Validation
Entity -
Gary Pfuehler.rdf.
F1, 6S� 4_6 RI COI Statement
on Independence of Evaluk(jjq_a
Au
ScottHamilton 120424.ndf
Mali
Referenced Standard and Year (of Standard) Standard
Year
ANSI/DASMA 108
2005
ANSI/DASMA 11515
2005
ASTM E1886
2005
ASTM E1996
2006
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... 11 /25/2014
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
❑160 EXPOSURE B 16' x 7' Door
= + 26.7
= + 25.6
- 30.2
-.28.5
0160 EXPO SURE _C 9' x-7,Door +z32 4 - 36.6
1:60JZPOSURE-C 16'X 7 `Dodr = + 31.0`=h�34. >
1 story and max 15'
mean roof height)
❑160 EXPOSURE C 9' x 7' Door
❑160 EXPOSURE C 16' X.7' Door
= + 37.4
= + 35.9
- 42.3
- 39.9
(2 story and max 30'
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
( 2 stoy and max 30'
❑160 EXPOSURE D 16' x 7'
Door = + 42.5
- 47.4
mean roof height)
❑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
(1 story and max 15'
❑150 EXPOSURE C 16' x T
Door = + 26.4
- 29.5
mean roof height
❑150 EXPOSURE C 9' x 7'
Door = + 32.0
- 36.2
( 2 story and max 30'
❑150 EXPOSURE C 16'. x 7'
Door = + 30.6
- 34.1
mean roof height)
❑l50 EXPOSURE D 9' x T Door = + 33.6 - 38.0 (1 story and max 15'
1150 EXPOSURE D 16' x 7' Door = + 32.1 - 35.8 mean roof height)
❑150 EXPOSURE D 9' x T Door = + 37.9 - 42.9 (2 story and max 30'
❑150 EXPOSURE D 16' x T Door = + 36.2 - 40.4 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)