HomeMy WebLinkAboutSUBMITTED PAPERSpr
DATE:
A�?y_ �.
I RECEIPT: c,
PERMIT NUMBER:
S—
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982 SCANNED
(772) 462-1553 S BY
APPLICATION FOR REPLACEMENT OF LuclLZ County
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: t 5��p C�c SQ�
2. PARCEL ID NUMBER:
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: CCJ.{' ��5ilC1 C
(-CAd\G1C-G N Lv X�
4. TYPE OF STRUCTURE: SFR MOBILE HOME
5. OWNERS INFORMATIONN `, 6.
Name: 1g orl—k Jw � r\t�
Address�p�� ��h\ X�C_ L-fl
City: i��"`�' ` State: _L
Zip: �J ���a Phone:
Email:
1 II.1_
CONTRACTOR'S INFORMATION
FL Reg/Cert #: `
County Cert #: n0\00-1
Business Name:
Phone Number:
Email:
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
[] Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ Cc�)
lW04*11111-3
OWNER'S AFFIDAvrr: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regulating con uction and zonin
PRINT OWNER OR CONTRACTOR/QUAL``IFIER NAME SIGNATURE OF 6WAIrOR CONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF �TZ
ACKNOWLEDGED BEFORE ME THIS 1 \ DAY OF S5 -y , 20 t3 BY lam' A��
WHO IS PERSONALLY KNO O ME OR WHO HAS PRODUCED AS IDENTIFICATION.
` °S:R'':B`'o TIFFANY A. LEE
SIGNATUBRE OF NOTAR TYPE OR � �\ SF NOTARY
PRINT NAME Y , COMMISSION # DD 965525
11t
EXPIRES: April26, 2014
TITLE: NOTARY PUBLIC COMMISSION NUMBER �lFOFFUC;?`P Bonded Thru Budget Notary Service;
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 r,»nty, FL Page 1 of 1
PROPERTY RECORD CARD
Tracy Swinskey Record: 1 of 1 <ePrev Next >> Spec.Assmnt Taxes Exemptions Permits Plane Print
Property Identification
�V\�CIE CD
Site Address: 5606 HICKORY DR ParcellD: 3402-609-0237-000-2 G
Sec/Town/Range: 11:36S :40E Account #: 37786
Map ID: Use Type: SF Res RS-4
Zoning: RS-4 CitylCnty: Saint Lucie County
Ownership and Mailing Legal Description
Owner: Tracy Swinskey INDIAN RIVER ESTATES-UNIT-08- BLK 58 LOTS 19 AND 20 (MAP
Address: 1206 White Oak Ln 34/11 N)(OR 3547-1321)
Fort Pierce FL 34982-7680
Sales Information Assessment 2013 Total Land and Building
Date Price Code Deed Book/Page 2013 TRIM: 73800 Land Value: 15900 Acres: 0.53
7/11/2013 71200 0112 SP 3547 / 1321 Assessed: 73800 Building Value: 57900
5/20/2013 0 0112 CT 3521 / 0492 Ag.Credit: 0 Finished Area: 1464 SgFt
8/9/2005 100 01 PR 2333 / 0449 Exempt:
9/30/1999 1000 01 WD 1253 / 0619 Taxable:
7/1/1985 0 01 CV 0471 / 1802 Taxes: 1494.63
5/1/1985 15500 00 CV 0465 / 0550
FEC
Exterior Features
View:
-
RoofCover:
SD - Dim Shingle
RoofStruct:
GA - Gable
ExtType:
HC- - HC-
YearBit:
1985
Frame:
-
Grade:
C- - C-
EftYrBlt:
1985
PrimeWall:
BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units:
1
SecWali:
-
Interior Features
BedRooms:
3
Electric:
MX -'MAXIMUM
PrmintWall:
DW - Drywall
FuliBath:
2
HeatType:
FHA - FrcdHoWr
AvgHi/Fi:
1/2Bath:
0
HeatFuel:
ELEC - Electric
Prm.Fiors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and
Yard Items
Land Information
Type
Y/S Qty. Units
Qual. Cond.
YrBIt. No. Use Type
Type
Measure Depth
DWC - Driv-Concret
Y 1 720
AV AV
1985 1 0100-SF Res
215 -Front Ft
105 125
2 0100-SF Res
215 -Front Ft
80 125
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/pre.asp?prclid=340260902370002 9/11/2013
MIAMI-SAD MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miami(lade.izov/nera/
DAB Door Company, Inc.�-
12195 NW W Avenue 0 P Y
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: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16'-2" Wide x 161-
0" High with Window Lite Option
APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 09/10/2002, with last revision G 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 Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located 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 been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure 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 ## 11-0414.12 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.12-0110.14
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
!1;7,P5 1 Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09/10/2002, with last revision G 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 # 11-0414.12"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per
FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by
Hurricane Engineering & Testing Inc., Report No. HETI-07-4200, dated 05/02/2007,
signed and sealed by Candido F. Font, P.E.
2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind
Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage
Door", prepared by Hurricane Engineering & Testing Inc., Report No. HETI-11-3204,
dated 01/20/2011, signed and sealed by Candido F. Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T100, dated
01/21/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0228.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of
"Sectional Residential Door with Windows", prepared by Hurricane Engineering &
Testing Inc., Report No. HETI 03-1328, dated 07/15/03, signed and sealed by Rafael
E. Droz-Seda, P.E.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door"
prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1329, dated
07/15/03, signed and sealed by Rafael E. Droz-Seda, P.E.
6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. IIETI 03-T078, dated
10/31/03, signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
7. 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.
�rvZ-t2,3/Zolz
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.14
Expiration Date: duly 21, 2015
Approval Date: March 1, 2012
E-1
DAB Door Comuaay. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA # 11-0414.12"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 04/07/2011, signed and sealed by Javad Ahmad, P.E.
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09-0128.02"
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
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.11-0926.07, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring
on 01/11/2017.
4. ' Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -CI Polyisocyanurate Insulation, approved on 11/10/20f 1 and expiring on
01/11/2017.
"Submitted under NOA # 05-0228. 02"
1. 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.
2. 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 I. Ghia, P.E.
3. 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 Ahm d, P.E.
1
d 23 ZoIZ
Carlos M. Ur PP.E.
Product Control Examiner
NOA No.12-0110.14
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E -2
7-1/2" X 3" X 071"
6r GALV. STEEL END ROLLER
W/ (6) #14 X 5/8" SMS
m 7-1/2" X 2-1/4" X 18 GA.
GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8" SMS
LO2/ DOOR
1"W X.15 THK,
"',\
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) #14 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
FBC 1012 REGARDING GARAGE DOORS
.158 DIA.
WMAIN. 5
2-3/4"W X 5-5/8"H X .090" THK.
STEEL PLATE, 1-3/B" DEEP
WITH (3) J14 X 3/4"
SELF DRILLING SCREWS
DOOR
HEIGHT
CONSISTS OF
6'-8"
2 SECTIONS 18" 2 SECTIONS 21'
e'-9"
1 SECTION 16" 3 SECTIONS 21"
7'
47 SECTIONS 21"
-
7'_3•
7'-6"
5 SECTIONS 18"
-
7'-9"
4 SECTIONS 18"
1 SECTION 21"
8'
3 SECTIONS 16"
2 SECTIONS 21"
8'-3"
2 SECTIONS 18"
3 SECTIONS 21"
W-6"
1 SECTION 18'
4 SECTIONS 21"
W-9"
5 SECTIONS 21"
-
9'
8 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'
12 -3"
1 SECTION 18"
5 SECTIONS 21"
10•-8"
5 SECTIONS 21"
-
10'-9"
6 SECTIONS 18"
1 SECTION 21"
11'
5 SECTIONS 18"
2 SECTIONS 21"
11'-3"
4 SECTIONS 18"
3 SECTIONS 21"
11'-6"
3 SECTIONS 18"
4 SECTIONS 21"
11'-9"
2 SECTIONS 18"
5 SECTIONS 21"
12'
1 SECTIONS IS"
6 SECTIONS 21"
12'-3'
7 SECTIONS 21"
-
12'-8"
6 SECTIONS 18"
2 SECTIONS 21"
12'-0'
5 SECTIONS 18"
3 SECTIONS 21"
13'
4 SECTIONS IS'
4 SECTIONS 21'
13'-3"
3 SECTIONS 18"
5 SECTIONS 21"
13'-6"
2 SECTIONS 19"
6 SECTIONS 21"
13'-9'
1 SECTION 18'
7 SECTIONS 21'
14'
8 SECTIONS 21
-
14-3"
6 SECTIONS 18"
3 SECTIONS 21'
14'-0"
5 SECTIONS 18"
4 SECTIONS 21"
14'-9"
4 SECTIONS 18"
5 SECTIONS 21"
15'
3 SECTIONS 18"
6 SECTIONS 21'
15'-3"
2 SECTIONS 18"
7 SECTIONS 21'
15'-6"
1 SECTION 18'
8 SECTIONS 21'
15-9"
9 SECTIONS 21'
-
16' 16
SECTIONS 18"
4 SECTIONS 21"
® m
O
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8" X .DID"
STEEL PLATE
WITH (4) 914 X 3/4" SOS
CENTER STILE
OUTSIDE
HANDLES FN
NUT TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
OPTIONAL DOOR VIEWER
FASTENED TO END STILE WITH
/ (6) 014 X 3/4" SELF DRILLINGSCREWS
TO BE INSTALLED AT
ANY CENTER STILE
SHEET / SEE SHEET 3 FOR TOP BRACKET OPTIONS
/
All
.1 I
-11110-111
1 WE
!A V
FILE
!A
(3) 5" WIDE AT 7" D.C. MAX. WOOD GRAIN DESIGN
"I . AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH
STILE
II. I\I LOCK BAR GUIDES
lul/I �L INSTALLED ON END STILE
WITH (4) 014 X 5/8" SMS
" 4 18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OPTIONAL CENTER STILES
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALT. TO LOCKS SHOWN ABOVE
8'-0" TO 9'-10"
DOOR WIDTHSIT r
®®® ®®
10-0" TO 11'-10"
DOOR WIDTHS
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
CENTER STILES CONFIGURATION
DOOR WIDTHS
a OF CENTER STILES
8'-0" TO 9 -10'
2
10'-0" ro 11'-10'
2
1Y-0" TO ill -10"
3
14•-0" TO 15'-10'
4
15'-11" TO 16'-2'
5
I_IT n IT 11
14'-0" TO 15'-10"
' DOOR WIDTHS '
12'-0" TO 13'-10" I 15'-11" TO iW-2"
DOOR WIDTHS DOOR WIDTHS
DAD DOORS INC.
Hurricane Master® Model 824/811
Max. Size 16'-2" X 16'-0" High
With Window Lite Option
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE y p g Ys
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING Zt =
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. 0-
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. ,INCOC4,FE.ISyUSED IN DESIGN OF ANCHORS INTO WOOD ONLY. Q
Engr.�JAVAD AHW PRODUCT RMSE o
n 3
FlA PE 9 70592 as complyft with the Flo" g 'i
c.A.N.,, 53a lMitAllig lode $ a
• AcOrplrNe
' 01t Etpile8pl 1 S�
drawing no.
f 02-21
.055" X 2-1/4" X 3/4" %FOR2"
GALV. STEEL U.SAR REINCING TRUSS
® BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
114 X 5/8' S.M.S. AND TO END STILE
W/ FOUR #14 X 3/4" SELF DRILLING S.
o �
_
�L'
.
z
tbN
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8' X 1" S.M.S. 0 48' O.C.
1ST SECTION
AND RUBBER WEATHERSTRIPPING
(BOTTOMI
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1-5/8" LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
ONE PER BRACKET
SOUTHERN PINE
0.55 S.Cr�
1.9" X 2.19" X 3.3' X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
®`
INTERMEDIATE SECTION
24 GA. STEEL PANEL
FLAPS BENT OVER PANEL °
I
1 °
1/2" PUNCHED HOLES I
0 4" O.C. ,1
0. 1
I
3/16" POP RIVETS I' dam/
AT 4" O.C.
(6) FOR 21" STILES
5 FOR 18" STILES
END STILE .024" STL PANEL
OUTSIDE OF D00
M."
#14 X 3/4" SELF DRILLING SCREWS CAN BE USED
OR INSDTPALL RULDING I IN LIEU OF #14 X 5/8" SMS. I SOLID BRASS DOOR VIEWER
(f 14 X 5/8" SMS 3/4" X 2" X 2-1/2" % .049" STEEL BY "SCHLAGE SECURITY HARDWARE'
6 PER HINGE END STILE, CONNECT TO PANELS WITH INSTALLED IN 9/18" DNA. HOLES IN CENTER STILE
rFLAPS AND (5) OR (6) 3/16" ALUM RIVETS POSITIONED AT EYE LEVEL
/ 1/2" X 1-3/4' X .058" FORMED STEEL II SEE DETAIL ABOVE
GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
1-7/8" X 2-5/
[CENTER STILE11" X .049" STEEL
, GLUED AND RIVETED
TO PANEL W/ (4) 3/16" RIVETS 3/16"
MIN. 14 X
/e' S.M.S. POP RNETS
r4/HI GE /
7-t/L X .050 I INTERIOR SIDE J C
GAV. STEEL J 7-1/2- X .071"
STEEL TRACK CENTER HINGE END ROLLER HINGE
14 GA. X 2-1/8" X V (STANDARD)
12 GA. X 3-5/16" % 1-1/2" (OP'TIONAL) 7/B" PUSHNUT 1.82° DIA. X .50" STEEL ROLL
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82" DIA. X .50" PLASTIC ROLLERS
° TRUSS HD. 2.75" DIA X .50" STEEL ROLLERS
W/ 1/4-20 X 5/8
SLOTTED M.S. k LOCK NUT SECTION B-BB-B WITH 4-
ANCHORS:
EDGE
DISTANCE A) 2" MIN. EMBED INTOCONCRETE(3000 PSI MIN.)
2" MIN. EDGE DISTANCE
3/8" DIA, HLC SLEEVE BY 'HILT'
B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE f'e = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm - 2000 PSI MIN.
ANCHOR TYPE A OR B
(1) PER BRACKET
SEE SHEET 3 FOR BRACKEM1 §P44C49 .
PROIDUC'FI vam
BaL1co"'Pl Clas-m the Yla106
Aft.p. N. +2- 11 +4
M" AaaunanohW drawing no.
02-21
FIA. PEA 711512
1/4-20 SS BOLT CA,N. 538
& NUT
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& �'n�
POP RIVETS
% 5/18' % 1-5/8" LAC SCREWS INTO WOOD OR
2-3/4" X 5-1/2" X 3" X .104° 5/16' SLEEVE ANCHORS
CALV. STEEL WITH 1-1/4" EMBED INTO MASONRY`
---�£////
OF ROLLER BRACKET 3 PER BRACKET
-
FASTENED W/ (8) # 14 X 5/8" S.M.S. - -
'
- 14 GA. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4' X 13 GA, STEEL PLATES
SLIDE FASTENED TO BRACKET
W/ 5/18-18 X 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
TOP BRACKET - -
(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 2" % 5-1/2" X .104"
(2) 3/18" POP WITH
GALV. STEEL
FASTENED 4W
13908E
LLER ISFMO.SR.
L
OW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4' X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
4�&
5/16" MEETING RIB
P ASFIC/32"ASTXEL50ROLLERS
W/ .44 DIA X 4-1/4" STEM = O
OPTIONAL INSULATIONS:
BY 'OYPLAST PRODUCTS LLC' o
EPS-EXPANDED POLYSTYRENE o
DENSITY - 1.05 PCF
N.O.A. 907-1107.08 m
OR
ISO-25 POLY-ISOCYANURATE
DENSITY 2.0 PCF
OR N.OA 007-0301.10 m
DENSITY - 0.92 PCF
N.D.A. 007-1016.07
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (6) # 14 X 5/8" SMS
MIN..024' ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH - 39 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TD BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKEr FASTENED
W/ (4) # 14 X 5/8" SMS
%.-===-° - WITH 1/8" X 1" S.M.S. 0 413" O.C.
SECTION A -A AND RUBBER WEATHERSTRIPPING
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXREEDING 8 FT. IN HEIGHT
II 11 A — I
II
II A—J
TRACK LENGTH = OPENING HEIGHT PLUS 12"
GA GALV. STEEL TRACK
2 X 2 X 1/8° HORIZ. ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2' APART
FIRST AT 3° O.C.
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4° BOLT & Nllf
AND TO SPRING $HAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK
2-1/8" X 1" X .080"
SECTION A -A
DOOR
" SECTION HEIGHTS
BRACKET PLACEMENTS '
HEIGHT
1ST
2ND
3RO
4TH15THI
B1
132
03
134
B5
BB
137
138
6'-0"
18"
18"
181
18'
N/A
1"
11-3/4"
23"
34"
45"
58"
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"
La!
18"
18"
18"
18"
1"
11-3/4"
23"
34"
45"
56"
67"
78-1/4"
8'-0"
21"
18"
18"
18'
21"
1"
11-3/4"
23"
34"
45"
56"
67"
78-1/4"
'-ZILUMM AM NUMCCKtU ]IAKIINU Al IKC CVIIVM
FOR DOORS MORE THAN 8 Fr. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1.9'X 2.19'X3.3"X.090"
STEEL TRACK BRACKETS
2-3/16" HIGH
CONNECTED TO TRACK WITH
(4) 1/4" BOLTS & NUTS.
VERTICAL LIFE HIGH LIFT STANDARD LIFE LOW HEADROOM
DOUBLE TRACK
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02-21
1-1/2" MIN.
i E DIST. �
m
2BY 1/4" DIA. LAG SCREWS 2B,
WOOD BUC I AT 6 FROM ENDS WOOD
• I AND 15' O.C. MAX.
WOOD FRAME BUILDINGS
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 BETIER
WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
SUPPORTING STRUCTURE.
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
16° O.C. INTO BLOCK WALL, WITH 2-1/4° MIN. EMBED
13° O.C. NTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED
2-1/2' MIN. EDGE DISTANCE
1/4' TAPPER BY 'POWERS' WITH SPACING OF
11" O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/B" LDT BY 'ITW' WITH SPACING OF
23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8' HLC SLEEVE BY 'HILT' WITH SPACING OF
13 O.C. INTO BLOCK WALL, WITH 1-1/4' MIN. EMBED, 4" MIN. EDGE DIST.
15" O.C. INTO 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 SHALL BE CONRNUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
0
0
�0
1/4" DIA. LAG SCREWS
AT e" FROM ENDS
AND 15" O.C. MAX.
5/16" X 1-5/8°
LAC SCREWS
STEEL STRUCTURE BY OTHERS
AT 12° O.C.
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
•
' '
DIA. BOLTS
V.
,•p• . .
,
WASHER k NUT
FAT
I AT 12" O.C. MAX.
1-1/2"� ~-CONT.4STEEL ANGLE% 14 CA
12 GA GALV. STEEL
FLAT BRACKETS f3" 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
STRUCTURE
I EMBED
ISPACING
EDGE GIST.
3 B HLC SLEEVE BY'HI LTI
CONC.
1-1 4
e"
2"
3 8" HLC SLEEVE BY'HI LTI
FlLLED BLOCK
1-1 4"
8'
3 e" DYNABOLT BY 'rt1Y
CONC.
1-1/2-
B"
2-1" 2
3 B" DYNABOLT BY 'I
FlLLED BLOCK
1-1 2
e"
3-3 4
3 8 POWER -BOLT BY POWERS
CONC.
2"
B"
2"
3 B SLEEVE -ALL BY SIMPSONS
CONC,
1-1 2
8"
3°
1-1/2"
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CONCRETE f'c a 30DO PSI MIN. 0O 3
im
C-90 GROUT FILLED BLOCK V. = 2000 PSI MIN.
& � Ln
m
_
X 1"X 14 GA. H S GO
'EEL TRACK m
D TO TRACK PLATES
1 4-20X5 8" TRUSS HD. ram/
S.
& LOCK NUT
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yr.JAV D'A11MAD '. 40
• CIVIL PRODII(TREViSED
BuRailmoode
2,0 14
Bupinllan 's $ � v`
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ML�rtl1 PndlxtCoabel drawing no.
a2-21
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IR PANEL
�k PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SOD
r- r.250
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GA. (.o2a) STEEL MIN.
SEE EVIDENCE PAGE
g
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h6" DDI, WASHER
OPTIONAL WINDOW LITES IN ANY LOCATION
1.765
1725
LJ44
O
a
�o
X 3/4" SMS
`0 3/6" FROM ENDS
AND 7" O.C. MAX.
21 3/4'
MAX.
WOW. WIDTH
,176
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os
a '5 `t
O� 0- $
IL
�16
(4) 88 X 3/4" SMS
1-3/6" FROM ENDS
a O d 16 1/6"
uo 15 MAX.
* EXTERIOR FRAME * INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
O R
3b
a
LL 2
AG
ND 6-1/2" O.C. MAX.
i d D.LO.
f n
.175 X .062 DEEP
GROOVE
B/1'4SABICY NOVOA E PLASTICS
%
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175X.062 DEEP
GROOVE
tiff
ti
(4) ye X 3/4" SMS
® 1-3/a" FRDM ENDS
AND 6-1/2" O.C. MAX.
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
g
a
V
q6 X 3/4" SMS
AND 4 1/2*ENDS, O.C. MAX.
'082 DEEP
/-GROOVE
'vi
o .-
��6 X 3/4" SMS i I Ulcl�.I"II"I`
0 3/6" FROM ENDS -
AND 7' D.C. MAX.
'DIWASHER —7/16...................... — — — — — — — — — FtA. PEM3L705D2 PRODlKf
!AN.0535 ligVgED
$ I 3
OultOmpl 11gFlodd® o
DOOR PANEL ^�py' 9 m S 5
za GA (.024) STEEL MIN. EXTERIOR rglbIon f*c---
B PANEL 15/16' MIN. � D.L. OPG. o-p11 Ay drawing no.
GA. (.024) STEEL MIN. GLAZING SITE w` M ePrcdutl CalYd 02-21
WINDOW WIDTH `v G L
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 EXPOSURE C 9' x 7' Door = + 32.4 - 36.6 (1 story and max 15'
01.60-E-XPOSURE-C 1.6' X-TDoor-= + 31:0-- 34:5 mean roof height)
❑160 EXPOSURE C 9' x 7' Door = + 37.4 - 42.3 (2 story and max 30'
❑l60 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 storyand 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
7150
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
❑150 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 7'
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)