HomeMy WebLinkAboutSUBMITTED PAPERSI DATE: i' _ i ,,. I1 L I RECEIPT: v/ "1 (/7 V ----' I PERMIT NUMBER: l / /M— %/1 r l /1 I
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
hi
BUILDING & CODE REGULATIONS DIVISION
r` 2300 Virginia Avenue
Fort Pierce, FL 34982 SCq
(772) 462-1553 YN80
APPLICATION FOR REPLACEMENT OF St CUCI @ Count
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS Y
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: — I I G 'SE
2. PARCEL ID NUMBER: 3y I - 5 rA a - fZXDO -q
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 1V
5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION
Name: LO-Qco' ��-(�1�1 p FLReg/Cert#:
Address: Ito SE ncLrc t1�4-01_e_ County Cert#: kqcxp—1
City: PSL State: � Business Name: �-, � Gaso-ac. �' S ��
Zip: � Phone: 2H a — 113�o Phone Number:
Email: Email:
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
MULLIONS ,
OVERHEAD GARAGE DOOR
I +SCD-
p
(�00f — 0k \r1D • KJ1P
[] Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ ��� CZ� FEES DUE:
OWNER'S AFFIDAvrr: I certify that all of the information contained in this application is correct ankthat all work will be done in
compliance with all applicable laws regulating construction and zo
PRINT OWNER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OF OWNEIR OR CONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF S\-
ACKNOWLEDGED BEFORE ME THIS QC) DAY OF .20 1� . BY � �► ` �\ `�
WHO IS PERSONALLY KNOWN O ME OR WHO HAS PRODUCED AS IDENTIFICATION.
TIFFANY A LEE
SIGNATU OF NOTARY TYPE OR PRINT NAME OPVOTARY * MY coMMISSION # FF 101474
EXPIRES: Apn126, 2018
TITLE: NOTARY PUBLIC COMMISSION NUMBER qr���+�°e BordedThruBudgetNotaryServices
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT.
Property Appraiser - St.Lucie County, FL
Page 1 of 1
PROPERTY RECORD CARD
David H Kaplan
Record: 1 of 1
<<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
k�UCIE 00
Site Address:
410 SE NARANJA AV
ParcellD: 3419-530-0019-000-9 G2
Sec/Town/Range:
28 :36S :40E
Account #: 42422
Map ID:
34/28N
Use Type: SF Res
Zoning:
RS-4
City/Cnty: Saint Lucie County
Ownership and Mailing
Legal Description
Owner:
David H Kaplan Laura A Kaplan RIVER PARK -UNIT 4 BLK 32 LOT 19 (MAP 34/28N) (OR 1468-842)
Address:
410 SE Naranja Ave
Port St Lucie FL 34983-2222
Sales Information
Assessment 2013 Total Land and Building
Date
Price Code Deed
Book/Page 2013 Final: 181300 Land Value: 86000 Acres: 0.34
12/7/2001
161000 00 WD
1468 / 0842 Assessed: 148108 Building Value: 95300
10/28/1998 .
113500 00 WD
1181 / 2452 Ag.Credit: 0 Finished Area: 2236 SgFt
5/5/1998
103900 01 WD
1145 / 2919 Exempt: 50000
2/9/1998
0 01 CT
1128 / 0832 Taxable: 98108
9/9/1996
100 01 QC
1035 / 1932 Taxes: 2168.31
5/15/1995
100 01 PR
0957 / 0497
BUILDING INFORMATION
Exterior Features
View: -
RoofCover:
SD - Dim Shingle
RoofStruct:
HP - Hip
ExtType: HC+ - HC+
YearBlt:
1971
Frame:
-
Grade: C+ - C+
EffYrBlt:
1971
PrimeWall:
BS - CB Stucco
StoryHght: 0010 -1 Story
No.Units:
1
SecWall:
Interior Features
BedRooms: 2
Electric:
MX -.MAXIMUM
PrmintWall:
DW - Drywall
FullBath: 2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
1/213ath: 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
DOK2 - WOOD DOCK Y
1 160 AV
AV
1971
1 0100-SF Res
285 -Front Ft
100 150
SWOD - SEAWALL WOOD Y
1 101 AV
AV
1971
DWG - Driv-Concret Y
1 720 AV
AV
1971
SWAV - RES POOL AVG Y
1 336 AV
AV
2005
PA01 - POOL DK-AVG Y
1 994 AV
AV
2005
ENC2 - POOL ENC-AVG Y
1 1330 AV
AV
2005
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=341953000190009 5/20/2014
MIAMI•DIADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 209
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.iniaini(lade.sov� rrn�
DAB Door Company, Inc.
12195 NW 98t" Avenue
Hialeah Gardens, FL 33018
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: 9% 4" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with
last revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Imt Resistant
LABELING: A permanent label with the manufacturer's na I manufacturing address, model
number, the positive and negative design pressure rating, ind ate ' t r ed if applicable, installation
instruction drawing reference number, approval number (NOA), ppl' test standards, and the
statement reading `Miami -Dade County Product Control Approved' ocated, on the door's side track,
bottom angle, or inner surface of a panel. ,
RENEWAL of this NOA shall be considered after a renewal application, has n file there has been
no change in the applicable building code negatively affecting the performance 6-51wTisfrodul.
TERMINATION of this NOA will occur after the expiration date or if there has bee hange
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as e t of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. F e to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 11-0119.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 12-0110.06
MUMMI. DECOUNCrym Expiration Date: August 9, 2016
Approval Date: March 1, 2012
/j��2/
�,,O I ?, Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with last
revision F dated 10/13/2011, sheets 1 through 5 of 5,.prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0128.04"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 09-0128. 04"
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 03-0210.04"
3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998,
signed by W. A. Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 09-0128.04"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
*e7/ yolz
C rlos M. Iftrers, P.E.
Product Control Examiner
NOA No.12-0110.06
Expiration Date: August 9, 2016
Approval Date: March 1, 2012
E - 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on
11 /29/2012.
3. Notice of Acceptance No. 07-1107.08, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring
on 08/27/2008.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on
01/11/2012.
"Submitted under NOA # 05-0228.02"
5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by
Rafael E. Droz-Seda, P.E.
6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared
by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated
11/29/2004 signed and sealed by 1. Ghia, P.E.
7. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by
Al-Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.06
Expiration Date: August 9,20]6
Approval Date: March 1, 2012
E -2
DOOR HEIGHT
CONSISTS OF
6'-8"
2 SECTIONS 18"
2 SECTIONS 21'
6'-9'
1 SECTION 18'
3 SECTIONS 21"
7'
4 SECTIONS 21".::-_
7 '-3
-
-
S SECTIONS 18"
-
7'-9'
4 SECTIONS 18"
1 SECTION 21"
8'
3 SECTIONS 18"
2 SECTIONS 21'
W3"
2 SECTIONS 18'
3 SECTIONS 21°
8'-6'
1 SECTION 18"
4 SECTIONS 21"
W-9"
5 SECTIONS 21"
-
9'
6 SECTIONS 18"
-
9'-3"
5 SECTIONS 18'
1 SECTION 21'
9'-6"
4 SECTIONS 18"
2 SECTIONS 21"
9'-9'
3 SECTIONS 18'
3 SECTIONS 21"
10'
2 SECTIONS 18"
4 SECTIONS 21"
10'-3"
1 SECTION 18"
5 SECTIONS 21"
IW-6"
6 SECTIONS 21'
-
10'-9"
6 SECTIONS 18'
1 SECTION 21'
11'
5 SECTIONS 18'
2 SECTIONS 21'
11'-3"
4 SEOTIONS 18.
3 SECTIONS 21"
11'-6'
3 SECTIONS 18'
4 SECTIONS 21'
11'-9'
2 SECTIONS 18'
5 SECTIONS 21'
12'
1 SECTIONS 18'
6 SECTIONS 21'
12'-3"
7 SECTIONS 21'
-
12'-6"
6 SECTIONS IS'
2 SECTIONS 21"
12'-9"
5 SECTIONS 1813
SECTIONS 21"
13'
4 SECTIONS 18'
4 SECTIONS 21"
13'-3"
3 SECTIONS 18'
S SECTIONS 21'
13'-6"
2 SECTIONS 18'
6 SECTIONS 21'
13'-9"
1 SECTION 16"
7 SECTIONS 21'
14'
8 SECTIONS 21"
-
14'-3'
6 SECTIONS 18"
3 SECTIONS 21"
14'-6'
5 SECTIONS 18"
4 SECTIONS 21'
14'-0'
4 SECTIONS 18"
5 SECTIONS 21"
15'
3 SECTIONS. 18'
6 SECTIONS 21'
3'
2 SECTIONS 18"
7 SECTIONS 21'
15'-6'
1 SECTION 16"
8 SECTIONS 21'
15'-9' 19
SECTIONS 21"
-
I s, 16
SECTIONS 18"
4 SECTIONS 21"
.158 DIA.
MINE 5 W%
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YPE
TOR
6"X3"X0.1° II ram}
STEEL PLATE t� O 0
WITH (2) #14 X 5/8" SMS
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8" X .010"
STEEL PLATE
CENTER STILE INSTALLED WITH (4) #14 X 3/4" SOS
OUTSIDE
HANDLE END STILE
LOCK BAR GUIDES
ON END STILE
WITH (4) #14 X 5/8" SMS
" Q AST X .SW LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALTERNATE TO LOCKS SHOWN ABOVE
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER
(6) #14 X 3/4" SELF DRILLING SCREWS ///---TO BE INSTALLED AT
/ CENTER STILE
CENTER STILE -, /
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OPENING(3) 15' WIDE AT 7" D.C. MAX.
I_MAX. DOOR
HAL FLUSH FAt
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
GENERAL NOTES
1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE.
2. ANCHORS'SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
DAB DOOR MODEL 824
MAX. SIZE 9'-4" WIDE X 16'-0" HIGH
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l. drawing no.
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sheet 1-of 5
FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEET 4
SOUTHERN PINE ..
0.55 S.C. " EDG � 01S ..
I
1 1/2" MIN.
J.L-
1.9" X 2.19" X 3.3" X .102"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
2-1/8" X 1" X .078"
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8" TRUSS HD.
$LOTTED M.S. & LOCK NUT
1
24 GA. STEEL PANEL
411
3/16" ALUM RIVETS
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STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16" X 1-5/8" TAG SCREW INSTALLED IN 9/16" OIA. HOLES IN CENTER STILE
(FULLY THREADED)
ONE PER BRACKET POSITIONED AT EYE LEVEL
END STILE
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ANCHORS:
O
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OPTIONAL STOP MOULDING
BY DOOR INSTALLER
A) 3/B" CIA, POWER -BOLT BY 'POWERS'
2" MIN. EMBED INTO CONCRETE
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#14 X 5/8" SMS
3/4" X 2" X 2-1/2" X 18 GA. STEEL
1-7/8" MIN. EDGE DISTANCE
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Z to
6 PER HINGE
END STILE, CONNECT TO PANELS WITH
B) j/B" CIA. HLG SLEEVE BY 'HILTI'
— Z
III
1/2- X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS
1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
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GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE
1-5/8" MIN. EDGE DISTANCE INTO CONCRETE
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END STILE WITH 3/16" POP RIVETS ® 12" O.C.
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
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1-7/8" X 2-5/8" X .045" STEEL
CENTER STILE, GLUED AND RIVETED
EDGE CONCRETE f'c = 30011 PSI MIN,
N
I TO PANEL W/ (4) 3/16" RIVETS
DISTANCE—�{ C-90 GROUT FILLED BLOCK V. - 2000 PSI MIN.
I
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yPOP RNETS ]77���
I 4/4H HINGE 8" S.M.S. /
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7-1/2" X .050" GALV. STEEL J
CENTER HINGE
7/16" PUSHNUT SECTION B-B
INSTALLED ON ROLLER SHAFT
INTERIOR SIDE
7-1/2" X 3" X .071 J
END ROLLER HINGE
1.82" OIA. X .50"
NYLON/STEEL ROLLERS
W/ .44 DIA. X 4-1/4" STEM
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ANCHOR TYPE A OR B 2 M g
(1) PER BRACKET �--
SEE SHEET 3 FOR BRACKET SPACING
SS BOLT & NUT
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01-09
sheet_2 Df 5_
POP RNETS
2-3/4" X 5-1/2" % 3° % .104" 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
GALV. STEEL 5/16" SLEEVE ANCHORS
/TOP ROLLER BRACKET (DOUBLE) WITH 1-1 /4" EMBED INTO MASONRYI
FASTENED W/ (6) # 14 X 5/8" S.M.S. _ 3 PER BRACKET
090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
5/16-18 % 3/4" HEX HEAD = = WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
M. SCREWS &NUTS. FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
\HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS 2" X 5-1/2" % .104"
GALV. STEEL
FASTENED W/0 V # 14 X 5/8" S.MS.
ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RNETS
5/16" MEERNG RIB
" DIA. X .50" ROLLERS
.44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
EPS-EXPANDED POLYSTYRENE
DENSITY - 1.05 PCF
N.OA. #07-1107.08
OR
ISO-25 POLY-ISOCYANURATE
DENSITY - 2.0 PCF
N.O.A. #07-0301.10
OR
NV 'IN FOAM '
DENSITY = 0.92 PCF
N.OA. #07-1018.07
GALV. STEEL
HINGES FASTENED
#14 X 5/8" SMS
'ORMED STEEL PANEL
0-40
TH = 34 KSI
BAKED -ON
TOP COAT
SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) #14 X 5/8" SMS
WITH 1/8" X 1" S.M.S. ® 48" O.C.
AND RUBBER WEATHERSTRIPPING
HORFL. TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXnEEDING B FT. IN HEIGHT
II
II II A -1
11 A-J
= OPENING HEIGHT PLUS
GA. GALV. STEEL TRACK
2 % 2 X 1/8" HORR, ANGLE
SPOT WELDED TO HORIZ. TRACK
ULU-
WITH TWO WELDS AT 1-1/2" APART
(1�
FIRST AT 3" O.C.
�V
REST Al 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
Z
AND TOSPRINGS/HAFT
Q
GUIDE WITH
(2) 1/4-20 X
Z
5/8" BOLT & NUT
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2-1/8°� X 1�X .080.
SECTION A -A
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DOOR
HEIGHT
• SECTION HEIGHTS
1ST 2ND 3RD 4TH 5TH
BRA
B1 B2 B3 B4 B5 86 B7 B8
6'-0"
18"
18"
18"
18"
N/A
1"
11-3/4"
23"
34"
45"
56"
67"
—
6'-6"
21"
18"
18"
21"
N/A
1"
11-3/4"
23"
34"
45"
56"
67"
—
7'-0"
21"
21"
21"
21"
N/A
1"
11-3/4"
23"
34"
45"
56"
67"
—
7'-6"
18"
18"
18"
18"
18"
1"'
11-3/4"
23"
34"
45"
56"
67"
78-1/4"
8'-0"
2 1 "
18"
18"
18"
21"
1"
11-3/4"
23"
34"
45"
56"
'—SEGTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
2-3/16" HIGH
CONNECTED TO TRACK WITH
0) 1/4" BOLTS & NUTS.
m
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n
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Ell
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TRACK CONFIGURATION
VERTICAL LIFT HIGH LIFT STANDARD LIFE LOW HEADROOM
1 DOUBLE TRACK
Ir ro
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gr: JAVAIt ANtMD. PRODUCT REVISED o_
CML a cowvlyks with the FlImme
FLA. PE 70592 IBIilOiog Cede
C.A.N. 538 Aoerobift No i2 — O6 o
(r p_Iwioo * a 3
OK Lo *- . Cbnaoi drawing N0.
01-09
G
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
SUPPORTING STRUCTURE.
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2XB SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR GONG. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
20" O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF 14° O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED
16° O.C. NTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT
BY 'ITW' WITH SPACING OF
24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED
2" MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
17' O,C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST•
18" O.C. NTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR A 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS S L BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
5/16" X 1-5/8-
LAG SCREWS
STEEL STRUCTURE BY OTHERS
AT 12° O,C,
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16" DIA. BOLTS
`p•' , -.
r WITH WASHER & NUT
\••
I AT 12" O.C. MAX.
p—
1 1-1/2"
1-1/2" �- CONT.4STEEL ANGLER 14 CA
12 GA. GALV. STEEL
FLAT BRACKETS t3" LONG
AT 12" O.C. IN DOOR OPNG.
AT '18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
ANCHOR SPACING
ANCHORS
I STRUCTURE
I EMBED
ISPACINGIEDOE
DIST.
3 8 HLC SLEEVE BY HILTI
CONC.
1-1 4
g°
1-5/8-
3 B" HLC SLEEVE BY 'HILTI'
FILLED BLOCK
1-1 4"
8"
"
3 8" DYNABOLT BY 'ITW'
CONC.
1-1 2
8"
2"
3 8" DYNABOLT BY 'ITW'
FILLED BLOCK
1-1 2
8°
3-3 4
3 8 POWER -BOLT BY POWERS
CONC.
2"
8°
1-7 8'
3 8 SLEEVE -ALL BY SIMPSONS
CONC.
1-1 2
8°
1-7 8
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CONCRETE f'e 3000 PSI MIN. O Z N
0 Of
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. F
O C3 Z v^
DI� N Q
18" X 1" X 14 GA.
. STEEL TRACK
-NED TO TRACK PLATES
2T 1/4-20X5/8" TRUSS HD.
T M.S. & LOCK NUT
FLA. PE 70592 '.
,C.A.N. I, 530
PRODULrpzwsm Q
m cDaV yfe8 wf1b ft Fkdit
BuildftCnde )b9 96 0 1
M Camd drawing no.
01-09
1m
DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
#8 X 3/4" SMS
11 0 3/8" FROM ENDS
\ AND 7" O.C. MAX.
\ (4) ®8 X 3/4" SMS
0 1-3/8" FROM ENDS
\\ AND 6-1/2" D.C. MAX.
\ i
.175 X .052 DEEP
GROOVE
1/4" POLYCARBONATE LEXAN
BY SABIC INNOVATIVE PLASTICS
NOA #08-0305.02.
GROOVE175 X .062 DEEP
^\I
(4) #8 X 3/4" SMS
® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
-,�_R8 X 3/4" SMS
0 3/8" FROM ENDS
\ AND 7" O.C. MAX.
`7/16" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH.500.250
VH
SECTION 2612 OF FBC 2007
O
1
SEE EVIDENCE PAGE
Z n
0 w�
Q
1.765
1.725
O
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1.144
ILL
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21 X.
MAX•
1•�.800
a m o
I
176
>
Q O3EXTERIOR
FRAME
* INTERIOR FRAME
O
voo1/8"RIGID
FDW,WIDTH0
PVC ONE PIECE INJECTION
RIGID PVC ONE PIECE INJECTION
w3sN
w
EDED"
Elm]
-
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
#8 X 3/4" SMS C
0 3/8" FROM ENDS 175 X .062 DEEP
AND 4-1/2" O.C. MAX. GROOVE
_._._._._._._._:_. gr. JAVAD'AHMAD•
CNFLA. PE yyL
70592
v
DOOR PANEL
24 CA. (.024) STEEL MIN. EXTERIOR Q�
15/16" MIN. D.L. OPG.
PttODUC{'
Of ?R
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O LL11M
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drawing no.
01-09
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]
7160
EXPOSURE B 9' x 7'
Door
= + 26.7
- 30.2
❑160
EXPOSURE B 16' x 7'
Door
= + 25.6
- 28.5
®160
E-XP-®SU'I CW997W®oar
- - .
36.6 (
story and max 15'
7160
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)
7160 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 7' Door = + 26.4 - 29.5
❑150 EXPOSURE C 9'
x 7' Door = + 32.0 - 36.2
❑150 EXPOSURE C 16'
x 7' Door = + 30.6 - 34.1
7150 EXPOSURE D 9'
x 7' Door = + 33.6 - 38.0
7150
EXPOSURE D 16'
x 7' Door = + 32.1 - 35.8
7150 EXPOSURE D 9'
x 7' Door = + 37.9 - 42.9
7150 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)