HomeMy WebLinkAboutSUBMITTED PAPERSDATE: �'�j RECEIPT: 3 Cp PERMIT NUMtstiJt: 13 d 0��
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
!N BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982 �CgN/qFj)
(772) 462-1553 St �4C/� C
APPLICATION FOR REPLACEMENT OF ountY
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& OVERHEAD GARAGE DOORS
I. LOCATION/SITE ADDRESS: 4\1005 pb\CKD P�cNgz.S cr
2. PARCEL ID NUMBER: I a` to 0 \ �q -- l)CO — -
3. DESCRIPTION OF PROJEC OR WORK ACTIVITY: �n '�-
Ci✓ X ��
4. TYPE OF STRUCTURE: SFR BILE HO OTHER
5. OWNERS INFORMATION
Name: M osslrNo-.
Address: H0s C<
r
City: r A—P State: FL -
Zip: 3yo.5 \ Phone:
Email:
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #:
Business Name: /
Phone Number:
Email:
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
- _la-0110-1(4
[] Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ I � is, co FEES DUE: D 1 . O a
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 construttio zoning.
PRINT OWNER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OF OWNER OR @ONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF / 1 — (�
ACKNOWLEDGED BEFORE ME THIS DAY OF , 20 1 , BY Ill )V - 1\ `
WHO IS PE SONAT T V KNOWN TO ME OR WHO HAS PRODUCED
AS IDENTIFICATION.
v
SIGNATURE OF NOTAAY TYPE'OR PRINT NAME OIF NOTARY TIFFANY A. LEE
TITLE: NOTARY PUBLIC
COMMISSION NUMBER
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
YOUR NOTICE OF COMMENCEMENT.
* * MY COMMISSION # DD 985525
EXPIRES: April26, 2014
���rFOF R-wl Bonded Thru Budget Nofary ServiQ=
IN YOUR PAYING TWICE FOR IMPROVEMENTS
LENDER OR AN ATTORNEY BEFORE RECORDING
Property Appraiser - St.Lucie Count, , FL
Page 1 of 1
PROPERTY RECORD CARD
Marsha R Haines Record- I of I <<Prev Next >> Spec.Assnint Taxes Exemptions Permits Home Print
Property Identification
CO
Site Address:
4605 PALEO PINES CIR
ParcelID:
1312-801-0119-000-7
Sec/Town/Range:
13:34S :39E
Account #:
4560
CIF
Map ID:
Zoning:
13/13N
RS-4
Use Type:
SF Res
City/Cnty:
Saint Lucie County
Ownership and Malling
Legal Description
Owner:
Marsha R Haines
HOLIDAY PINES S/D-PHASE 11-13- LOT 316
(MAP 13/13N)(OR 3253-
Address:
4605 Paleo Pines Cir
1852)
Fort Pierce FL 34951-2339
Sales Information
Assessment 2012 Total Land and Building
Date
Price Code Deed
Book!Page
2012 Final:
83700 Land Value:
12700 Acres: 0.23
12/10/2010
115000 0001 WD
3253/1852
Assessed:
76316 Building Value:
71000
11/5/2007
100 01 PR
2904/0831
Ag.Credit:
0 Finished Area:
1254 SqFt
5/30/1995
87500 00 WD
0958/1098
Exempt:
75500
5/31/1991
100 01 QC
0748/2662
Taxable:
816
10/31/1990
20000 00 WD
0715/0635
Taxes:
495.46
1/7/1990
100 01 QC
0722/0859
5/1/1980
9100 00 CV
0331/2175
FOR 0
11 (ts=+)
ow
Exterior Features
View:
RoofCover:
SD - Dim Shingle
RoofStruct:
HP - Hip
ExtType: HC-HC
YearBlt:
1991
Frame:
Grade: C-C
EffYrBIt:
1991
PrimeWall:
FS - Frm Stucco
StoryHaht: 0010-1 Story
No.Units:
1
SecWall:
Interior Features
BedRooms: 2
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath: 2
HeatType:
FHA - FrcdHotAir
AvgHt/Fl:
1/2Bath: 0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C: 100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty.
Units Qual. Cond,
YrBIt.
No. Use Type
Type
Measure Depth
ENC2 - POOL ENC-AVG Y 1
476
AV AV
1998
1 0100-SF Res
222 -Front Ft
74.3 107.63
SWAV - RES POOL AVG Y 1
392
AV AV
1998
2 0100-SF Res
222 -Front Ft
82.63 25
PA01 - POOL DK-AVG Y 1
84
AV AV
1998
DWC - Driv-Concret Y 1
720
AV AV
1991
FEN6 - CHAINLINK 6' Y 1
243
AV AV
1991
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://vrvvw.pasle.org/paslc/Prc.asp?prclid=l 31280101190007 8/2/2013
MIAM1•DAD FILE Copy
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.mininiclade.gov/pera/
DAB Door Company, Inc.
12195 NW 98'h 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: 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 I 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 fled 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 I 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
010173/��� 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. RETI 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 0-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998,
signed by W. A. Jackson, P.E.
02/23�Zo l2
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.14
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E-1
DAB Door Connnany, 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-C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017,
"Submitted under NOA # 05-0228.02"
1. Test Report on Accelerated Weathering Using Xenon Are 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. 04-76'145019.0, 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.
d 23 E.
l2
Carlos M. U rera, P.E.
Product Control Examiner
NOA No. 12.0110.14
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E -2
PUSH NUT
7-1/2" X 3" X .071" O
o GALV. STEEL END ROLLER HINGE -
W/ (6) #14 X 5/8" SMS O 01
7-1/2" X 2-1/4" X 18 GA.
GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8" SMS
LOCK
2/ DOOR
1" W X -15 THK. LATCH
r-
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) N14 X 1/2" S.M.S. I
5/0" MIN. LOCK ENGAGEMENT CONFORMS TO B
FBC 1012 REGARDING GARAGE DOORS
.CAB DIA. GALV. AIRCRAFT TYPE /
W� MINE 5 TO 1 PSG ACTOR I I
I2-3/4"W X 5-5/8"H X .090" THK.
STEEL PLATE, 1-3/0" DEEP
WITH (3) #14 X 3/4"
SELF DRILLING SCREWS
DOOR
HEIGHT
CONSISTS OF
V-6"
2 SECTIONS 18" 2 SECTIONS 21"
1 SECTION 16" 3 SECTIONS 21"
7'
4 SECTIONS 21"
-
7•_3•
_
_
7'-6'
5 SECTIONS 16"
-
7'-g"
4 SECTIONS 18'
1 SECTION 21'
8'
3 SECTIONS 18"
2 SECIONB 21"
8'-3"
2 SECTIONS 18'
3 SECTIONS 21"
B'-8"
1 SECTION 18"
4 SECTIONS 21'
e-9'
15 SECTIONS 21'
-
9'
8 SECTIONS 16°
-
9'-3"
5 SECTIONS 10"
1 SECTION 21"
9'-6"
4 SECTIONS 18"
2 SECTIONS 21"
W-9"
3 SECTIONS 1873
SECTIONS 21"
1D'
2 SECTIONS 18"
4 SECTIONS 21"
10'-3"
1 SECTION 18"
5 SECTIONS 21"
10'-6"
6 SECTIONS 21-
-
10'-9"
a SECTIONS 18"
1 SECTION 21"
11'
5 SECTIONS 18'
2 SECTIONS 21"
1V-3'
4 SECTIONS 18"
3 SECTIONS 21"
11'-8"
3 SECTIONS 18'
4 SECTIONS 21"
1 V-9'
2 SECTIONS 18"
5 SECTIONS 21"
12'
1 SECTIONS 18"
6 SECTIONS 21"
12'-3"
7 SECTIONS 21"
-
12'-0'
8 SECTIONS 18"
2 SECTIONS 21"
12'-9"
5 SECTIONS 18"
3 SECTIONS 21"
13'
4 SECTIONS 18"
4 SECTIONS 21"
3 SECTIONS 18"
5 SECTIONS 21"
13'-G"
2 SECTIONS 18"
6 SECTIONS 21'
13'-9•
1 SECTION 18'
7 SECTIONS 21"
14'
8 SECTIONS 21"
-
14'-3'
6 SECTIONS 18'
3 SECTIONS 21"
14'-6"
5 SECTIONS 1B'
4 SECTIONS 21'
14'-9"
4 SECTIONS 18'
S SECTIONS 21"
15'
3 SECTIONS 18"
6 SECTIONS 21"
IV-3"
2 SECTIONS 1V'
7 SECTIONS 2..1"
15'-6'
1 SECTION 18'
8 SECTIONS 21"
15'-9"
9 SECTIONS 21"
-
16'
6 SECTIONS 16"
4 SECTIONS 21"
0
Elim
m
BRACKET
BRACKET
STD. LIFT DOOR
LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SOS
CENTER STILE
OUTSIDE
HANDLE END STILE
LOCK BAR GUIDES
INSTALLED ON ENO STILE
WITH (4) #14 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" I
DOOR WIDTHS
IT I
10'-0" TO 11'-10"
DOOR WIDTHS
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) #14 X 3/4" SELF DRILLING SCREWS
TO BE INSTALLED AT
ANY CENTER STILE?
SEE SHEET 3 FOR TOP BRACKET OPTIONS
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•• • • a • SQ. IN. DOOR
-
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT "
CENTER STILES CONFIGURATION
DOOR WIDTHS
B OF CENTER STILES
8'-0" TO B -10"
2
1o'-0" TO 11'-1o'
2
12'-0" TO 131••10"
3
14'-a. TO 15'-1W
4
15'-11" TO
14'-D" TO 15'-10" I
DOOR WIDTHS
TI IT
12'-0" TO 13'-10" I_ 15'-11" TO 16'-2"
DOOR WIDTHS DOOR WIDTHS
DAB DOORS INC.
Hurricane Master® Model 824/811
Max. Size 16'-2" X III High
With Window Lite Option
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GENERAL NOTESr g
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE y g Y(a
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING b _
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. o o ry C a wlr
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. •� "d =
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN �' "
THESE DETAILS ARE N(1T-PART OF THIS APPROVAL
5. A LOAD DURATfSN."INCpw,f l5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 'rt
Engr1 JAVAD AHIAADCIVIL . FltODUC.'1'RBVISE1131
FIA. PE 9 70592 "' DTYTaE wid•the F1.04
A C..N._ .5Building Codi, n
ExPuetio0 No /oy
p1l
".i drawing 1 02-21
O
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055" X 2-1/4' X 3/4" X 2"
CALV. STEEL U.BAR REINFORCING TRUSS
® BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
#14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR #14 X 3/4" SELF DRILUNG S.
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BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8' X 1' S.M.S. ® 48" O.C.
AND RUBBER WEATHERSTRIPPING
1ST SECTION
(BOTTOM
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 FINE
0.55 S.(�- ..%
6"
1.9" X 2.19" X 3.3' X .090'
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
STEEL TRACK
14 GA, X 2-1/8" x 1" (STANDARD)
12 GA X 3-5/16" X 1-1/2' (OPTIONAL)
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8' TRUSS HD.
SLOTTED M.S. & LOCK NUT
INTERMEDIATE SECTION
iOR INSTALMOULDING
R 14 X 5/8" SMS
6 PER HINGE
24 GA. STEEL
FLAPS BENT OVER PANEL a
I
1/2" PUNCHED HOLES I
0 4" O.C. l
0. I
3/16" POP RIVETS VEND
AT 4" O.C. 6FOR 21" STILES
FOR 18" STILES
E .024" STL PANEL
OUTSIDE OF D00
�z
#14 X 3/4" SELF DRILLING SCREWS CAN BE USED
IN LIEU OF #14 X 5/8" SMS. SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
3 4" x 2" X 2-1/2" X .049" STEEL INSTALLED IN 9 16" DIA. HOLES IN CENTER STILE
r D STILE, CONNECT TO PANELS WITH /
1 I SEEPUND A80YE (6) 3/16' ALUM RIVETS POSITIONED AT EYE LEVEL
/2" X 1-3/4" X .058' FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
1-7/8" X 2-5/8" X .049" STEEL
CENTER STILE, GLUED AND RIVETED
�TO PANEL W/ (4) 3/16" RIVETS 3/16"
# 14 X S/8" S.M.S. POP RIVETS
r 4/ HINGE )
ANCHORS:
EDGE —�
DISTANCE I A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.)
2" MIN. EDGE DISTANCE
3/8" DIA, HLC SLEE BY 'HILTI' EV
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 Vc = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm - 2000 PSI MIN.
ANCHOR TYPE A OR B
l(l) PER BRACKET
SEE SHEET 3 FOR BRACKET SPA09•..
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FIA. PEA 70592
CA.N. j53P. • AOwee Db 12- 11 i¢ $ 1
7-1/2" x .050" INTERIOR SIDE & N ss BOLT '., �� s •• $ $
GALV. STEEL 7-1/2" % .INGE
CENTER HINGE END ROLLER HINGE
]NUT 1.82' DIA. X .50' STEEL ROLLERS (STD.) T4oduH Cnolld drawing no.
ON ROLLER SHAFT 1.82" DIA. X .50" PLASTIC ROLLERS (OPTIONAL) OG—G I
SECTION B-B 2.75' DIA. X .50' STEEL ROLLERS (OPTIONAL)
WITH 4-1/4' STEM Sheet 2of 5
N
POP RIVETS
5/18" X 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\
f-rOP ROLLER BRACKET 3 PER BRACKET
FASTENED W/ (6) # 14 X 5/B" S.M.S. - -
14 CA GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
WELDED TO 1-1
W/ 5/18-18 X 3/4" HEX HEAD - /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
.72" X 1-3/4" X .058" FORMED STEEL
TO PANEL AND FASTENED TO
CAL STILES WITH 2' X 5-1/2" X .104"
/16" POP RIVETS GALV. STEEL
FASTENED W/ () $ 14 X 5/B" S.M.S.
TOP ROLLER BRACKET FOR
Low HEAnROOM DnnR MMM
HORIZONTAL REINFORCEMENT
X 1-3/4' X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16' POP RIVETS
/16" MEETING RIB
'LASTIC/STEEL ROLLERS
82" DIA. X .50"
V/ .44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
EPS-EXPANDED POLYSTYRENE
DENSITY - 1.05 PCF
N.O.A. #07-1107.08
OR
ISO-25 POLY-ISOCYANURATE
DENSITY 2.0 PCF
N.OA #07-0301.10
OR
DENSITY - 0.92 PCF
N.O.A. #07-1018.07
14 GA. GALV. STEEL
ROLLER HINGESEW/14 X 5 SMS
MIN..024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH a 39 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) # 14 X 5/8" SMS
l'J
80TTOM SEAL
.056 ALUM PLATE
WITH 1/8" X 1" S.M.S. ® 48" O.C.
SECTION A -A AND RUBBER WEATHERSTRIPPING
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
HORIZ. TRACK SUPPORT.
CENTER SUPPORT READ. ON DOORS
EXSEEDING 8 FT. IN HEIGHT
II AtJ
GA. GALV. STEEL TRACK
2 X 2 X 1AT HORIZ. ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2' APART
FIRST AT 3" O.C.
REST
CONNECTED TO FLAG BRACKET ANGLE
Z
W/ 3/8-16 X 3/4" BOLT & NUr
AND TO SPRING SHAFT GUIDE WITH
m
(2) 1/4-20 X 5/8' BOLT & NUT
Q
O 00
0 w e'
jF
VERTICAL TRACK
2-1/8' X 1" X .080"
SECTION A —A
C 8 n
p
p O w m oo
p a¢o
0ID
O
a W 3 O
rN�
IL K LD y
DOOR
" SECTION HEIGHTS
BRA
HEIGHT
1ST
2ND
3R0
4TH
5TH
BI
B2
B3
B4
85
B6
B7
BB
6'-0"
18"
18"
IS"
18"
N/A
1"
11-3/4"
23"
34"
45"
56"
67'
-
6'-6"
21"
18"
18"
21"
N/A
1"
11 —34"
23"
34"
45"
56"
67"
-
7'-O"
21"
21"
21"
21'
N/A
1"
11-3/4"
23"
34"
45"
56"
67"LB-
7'-6"
18"
18"
18"
18"
18"
1"
11-3/4"
23"
34"
45"
56"
67'
4"
8'-0-
21"
18"
1S"
18"
21"
1"
11-3/4"
23"
34"
45"
56"
67"
4"
btVIIVNb Mt NUMMMU bIAKIINU Al Mt UVIIVM
FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
R _L)1 I I II 1.9' X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
m 2-3/16" HIGH
CONNECTED TO TRACK WITH
(4) 1/4" BOLTS & NUTS.
µ
m
m
m�
m
TACK CONFIGURATION
VERTICAL LjL LLI�II HIGHHIGH LIyII= STANDARD STANDARD LIS(,I� LOW HDRQ00M
DOUBLE TRACK
Engr.VAVAWAIJMAn '•. J.
6ML, t
•. PRODUCT REVISED' .
FLAB'PE R 70592
mcomplll'+BwflhWFf0ridIl
pldldIr*Coda
L'A.N. 3531.
AcpptomNo %�010 *
Papimlian
N � 7 2011
M
t1loUgli
rowing no.
02-21
i 1-1/2" MIN.
G� I E DIST.
I
2BY
WOOD BUD ,
0
�3
AT46'OIFROM A. LAG ENDS SCREWS I yf00D BU i I AT
1b'FROM
ENDS
MAX SCREWS
AND 15' O.C. MAX. I AN
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 BETTER
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. INTO 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
3/8" 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 CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
5/16" X 1-5/8-
LAG SCREWS I MUST
SUPPORTRTHE BY
OTHERS
IMPOSED
AT 12' O.C. BY DOOR SYSTEM
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
SPACING
EDGE DIST.
3/8" HLC SLEEVE BY HILT]
CONC.
B'
2"
3 8" HLC SLEEVE BY HILT]
FILLED BLOCK
1-1 4"
8'
3 8" DYNABOLT BY'ITW
CONC.
1-1 2
8'
2-12
3 8" DYNABOLT BY 'ITW FILLED
BLOCK
1-1 2
8"
3-3 4
3/8 POWER -BOLT BY POWERS
CONC.
1 2"
3 8 SLEEVE -All BY -SIMP30NSI
CONC.
I 1-1 2
I 8"
3"
CONCRETE Ac a 3000 PSI MIN.
3 1O
5/16" DIA. BOLTS 0-90 GROUT FILLED BLOCK f'm 2000 PSI MIN.
WITH WASHER h NUT
AT 12" O.C. MAX.
' EDGE DIST.
1 �1
N
D] N
o .-_
I 1-1/4" X 2-1 2" X 14 GA
1-1/2" `—CONT. STEEL ANGLE I
12 GA. DALY. STEEL
FLAT BRACKETS t3" LONG
AT 12' D.C. IN DOOR OPNG.
AT IB" O.C. ABOVE DOOR OPNG.
o
8
_
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
p�5;
G
2-1 8" X 1' X 14 GA.
GAL
m
g
. STEEL TRACK
FAST((EN))ED//TO TRAC//K PLATES
T
H
j
g
SLOTTED ILLS. & LOCK NNUl1TSS HD.
ALTERNATE TRACK INSTALLATION s
o�
•
yr. JAV 'AHMAO o
CIVIL REVISED
PRODU(."T i
FIAPE. M 7Cw,'92 ,..Tp•mnloymB with the FlorMs $, 1
.. PE 6'68 BeBdindCo�e-
Aeaptl•Icei4o
Espintkm
Q11 MIya1 Pn�Aucf Control drawing no.
02-21
sheet of s
\7
n
O
a
MR
DOOR PANEL
24 GA (.024) STEEL MIN.
DIA. WASHER
#8 X 3/4" SMS
-0 3/8" FROM ENDS
AND 7" D.C. MAX.
(4) Q8 X 3/4" SMS
-® 1-3/8" FROM ENDS
AND 6-1/2^ O.C. MAX.
.175 X .062 DEEP
;/4 PDLYCARSONATE LEXAN
BY SABIC INNOVATIVE PLASTICS
NOA #05-0305.02.
X .062 DEEP
VE
(4) d8 X 3/4^ SMS
® 1-3/8^ FROM ENDS
AND 6-1/2" O.C. MAX.
* PLASTIC COMPLIES WITH S0D I r—1r250 4ftu 0
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE o
O
L z
OPTIONAL WINDOW LITES IN ANY LOCATION 1.765 1.725 o
6
O�
1.144 IL
OG a
II II
•176 Fes- f _600 Q 6 Q Q g
* EXTERIOR FRAME INTERIOR FRAME O w c
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w 3 a!w
ILIN=
JZ
Q W
O
cWa
O
V i M
N Q J
_ V)
ZF z
El tnmo I
O 3 N
Oz
n
N
SMS
® 3/8' FROM'
O
AND 4-1/2^ O.C. MAXI
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
_.175 X •062 DEEP
-,_ge X 3/4" SMS i LJl�l�l�lwl I°
® 3/8" FROM ENDS
AND 7' O.C. MAX. f- _ -----
_._._ En0*- JAVAD AHMAD
7/18" DIA WASHER CIVIL 33
- - FIA. PE�p 70502 I�OIA1Cf�EU I 3 .O.rX 535 0 wmplymp with the FlMde $
DdldieBCoh
DOOR PANELJ AMPUMe Tb�2 Q/fgjJw�y v m $ 5
24 GA. (.024) STEEL MIN. EXTERIOR E■/Le1Lon +,,, f„�,�-�
GA.
15/16" MIN. D.L.'OPG. �1Q�1 B drawing no.
GA. (.024) STEEL MIN.�4%k
I" y
GLAZING SITE M eProdutl C.*a Q2_2q
WINDOW WIDTH G G I
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
7160 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'
Y��� 160hEXP0'SIJRE C 16' X 7' Door = + 31:0`'==345
mean roof height)
7160 EXPOSURE C 9' x 7'
Door = + 37.4
- 42.3
( 2 story and max 30'
❑160 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
7150
EXPOSURE B 16' x 7'
Door = + 21.8 - 24.3
7150 EXPOSURE C 9' x 7'
Door = + 27.6 -31.3
7150 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
( 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)
❑150 EXPOSURE D 9' x 7' Door = + 37..9 - 42.9 (2 story and max 30'
❑150 EXPOSURE D 16' x 7' 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)