HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue SCANNEE)
Fort Pierce, FL 34982 B
(772) 462-1553 Y
Sfi, LUG•
APPLICATION FOR REPLACEMENT OF rW UaUnfiy
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: (3O ' Lam(=1 In H' 41 YYa CT
2. PARCEL ID NUMBER: 1 t -- 6 J - [0777 - ()CO ({
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: .t n W
.ira)(-
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER >-,
5. OWNERS INFORMATION 6.
Name: ' y-( jC e, 1-(� m--'C' S 141 r•"S4-n ake-!,
Address: S!Jq l J`CL►1 lz 2e�e-
City: CA P1 State: F= -
Zip: ,5�JA % 0 Phone: q b-7 LA
Email:
CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #: ( 9 cs()%
Business Name:
Phone Number: �p
Email:
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
- 5-A
[] Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ V?tD6 tiCIE) FEES DUE:
OWNER'S AFFIDAVIT: 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 c d zoning.
PR OWNER OR CONTRACTOR/QUAALIFFIIER NAME 96WiTRE OF OWN OR CONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME THIS DAY OF , 20BY�2L-1 ex
WHO IS PERSONALLY KNOWN T ME OR WHO HAS PRODUCED A,Y1}FICATIAa LEE
MY COMMISSION I DD 985525
SIGNATURE OF NOTARY X TYPE OR PRINT NAME O OTARY 15, \o: sj)aRES: April 26,2014
' )?`OF FLO-, Bonded Thru Budget Notary Services
TITLE: NOTARY PUBLIC
COMMISSION NUMBER
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
Bruce M ,tones
Record: 1 of 1
Property identification
Site Address:
130 QUEEN CHRISTINA CT
Secrrown/Range:
14 :34S :40E
Map ID:
14/14S
Zoning:
RS-4
PROPERTY RECORD CARD
<>Prev Next >-
Spec.Assmnt Taxes
Exemptions Permits Home Print
,�VUCIf CQ
ParcellD:
1414-701-0077-000-6
Account #:
7491
Use Type:
SF Res
A
City/Cnty:
Saint Lucie County
Ownership and Mailing
Owner: Bruce M Jones Kristen M Hughes
Address: 4501 Sailbreeze Ct
Orlando FL 32810 .
Legal Description
QUEENS COVE -UNIT 1- BLK 9 LOT E (OR 1840-2936)
Sales Information
Assessment 2013
Total Land and Building
Date
Price
Code
Deed
Book/Page
2013 TRIM:
362800 _
Land Value: 222700 Acres: 0.28
11/6/2003
438000
00
WD
1840 / 2936
Assessed:
362800
Building Value: 140100
10/31/2001
368000
00
WD
1451 / 1614
Ag.Credit:
0
Finished Area: 2320 SgFt
7/5/1989
180000
00
WD
0645 / 1907
Exempt:
11/1/1985
0
01
CV
0483 / 2560
Taxable:
6/1/1977
23000
01
CV
0270 / 0189
Taxes:
7347.56
BUILDING INFORMATION
Exterior Features
View: -
RoofCover:
SD - Dim Shingle
RoofStruct:
GA - Gable
ExtType: HB - HB
YearBit:
1977
Frame:
-
Grade: B - B
EffYrBlt:
1985
PrimeWail:
HP - Hardi Plank
StoryHght: 0020 - 2
Story
No.Units:
1
SecV4rall:
-
Interior Features
BedRooms: 2
Electric:
MX - MAXIMUM
PrmintWali:
WP - Plaster
FuliBath: 2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
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 Qua[. Cond.
YrBlt.
No. Use Type
Type
Measure Depth
DOK2 - WOOD DOCK
Y
1 150 AV
AV
1985
1 0100-SF Res
CIUA-Front Ft
123.4 99
SWAV - RES POOL AVG
Y
1 450 AV
AV
1977
PA01 - POOL DK-AVG
Y
1 1112 AV
AV
1977
FNV4 - VINYLFENCE4'
Y
1 76 AV
AV
1977
4'WDEK - WOOD DECK
Y
1 36 AV
AV
1985
DOK2 - WOOD DOCK
Y
1 282 PR
PR
1985
SCON - SEAWALL CONC
Y
1 151 AV
AV
2006
DVJC - Driv-Concret
Y
1 900 AV
AV
1977
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/paslc/prc.asp?prclid=141470100770006 9/3/2013
MIAMI•DADE 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.iniamidadggov/pern/
DAB Door Company, Inc.
12195 NW 98's Avenue0a P)f
��,
Hialeah Gardens, FL 33018 -
SCOPE: This NOA is being issued under the applicable les regu ations 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 (Reinforced) with Window Lite Option
APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, 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-Ofeial.
This NOA revises NOA # 11-0414.13 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.12-0110.08
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
(92/22/�d JZ- Page 1
DAB Door Comnanvt Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared
by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 11-0414.13"
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-07-4267, dated 06/29/2007,
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-I1-3206,
dated 02/10/2011, 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-T101, dated
01/29/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # OS-0217. 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., Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by
Rafael E. Droz-Seda, PE.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door"
prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329,
dated 07/15/2003 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, Test Report No. HETI 03-T078,
dated 10/31/2003, 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.
o7=17dl Z
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.12-0110.08
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated`04/05/2011, signed and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09-0128.01 "
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E.
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-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
F. STATEMENTS
1. Statement letter of code conformance to FBC 2010 and no financial interest issued by
Al-Farooq Corporation, dated 10/25/2011, signed and sealed by Javad Ahmad, P.E.
p 2L }171
C rlos A4. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.08
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E -2
7-1/2" X 3" X 071"
GALV. STEEL END ROLLER
p 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
rLOCK
I 2/ DOOR
W X .15 THK. LATCH
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 NEWER
FASTENED TO END STILE WITH
TO BE INSTALLED AT
(6) #14 X 3/4" SELF DRILLING SCREWS
ANY CENTER STILE
SEE SHEET 4 FOR TOP'BRACKET OPTIONS
CENTER STILES
SEE SCH. A°
- F0
C 31'[C:
3'Fm
JFm
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/
r
f
(4) #14 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
B
FBC 1012 REGARDING GARAGE DOORS
.158 DIA. GALV. AIRCRAFT TYPE
m
CABLE & NICO-PRESS SLEEVE
m
W/ MIN. 5 TO 1 SAFETY FACTOR
_
m
7"X3"X0.1"
_
—
STEEL PLATE I
U
X 3/4' m J m
SELFELF DRILLING SCREWS
N
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
TOTAL d OF
DOOR
U' BARS AT
HEIGHT
CONSISTS OF
EACH DOOR
8'-B"
2 SECTIONS 18'
2 SECTIONS 21'
W-9'
1 SECTION 18'
3 SECTIONS 21'
3
7'
4 SECTIONS 21"
-
7'-3"
-
-
7'-6"
5 SECTIONS IW
-
7'-9'
4 SECTIONS 18"
1 SECTION 21'
8'
3 SECTIONS 18"
2 SECTIONS 21'
8'-3"
2 SECTIONS 18"
3 SECTIONS 21"
8-8"
1 SECTION 1W
4-SECTIONS 21"
8'-9"
5 SECTIONS 21"
-
9'
6 SECTIONS 18'
-
8'-3"
5 SECTIONS 18'
1 SECTION 21"
4
9'-6"
4 SECTIONS 18'
2 SECTIONS 21'
9'-9"
3 SECTIONS 18'
3 SECTIONS 21'
1D.
2 SECTIONS 111"
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'
S SECTIONS 18'
2 SECTIONS 21"
11'-3"
4 SECTIONS 18"
3 SECTIONS 21-
1 V-6'
3 SECTIONS 18"
4 SECTIONS 21"
1 V-9'
2 SECTIONS 18'
5 SECTIONS 21"
5
12'
1 SECTIONS 18"
B SECTIONS 21"
12'-3"
7 SECTIONS 21'
-
12'-8"
6 SECTIONS 18'
2 SECDONS 21'
12'-9"
5 SECTIONS IW
3 SECTIONS 21'
13'
4 SECTIONS 18'
4 SECTIONS 21"
13'-3"
3 SECTIONS 18"
5 SECTIONS 21"
13'-6'
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'-e'
5 SECTIONS 18'
4 SECTIONS 21
14'-9"
4 SECTIONS 18'
5 SECTIONS 21'
6
15'
3 SECTIONS 18'
6 SECTIONS 21"
15'-3'
2 SECTIONS 18'
7 SECTIONS 21°
SECTION 18'
8 SECTIONS 21'
15'-9'
9 SECTIONS 21"
-
1,
6 SECTIONS 18'
4 SECTIONS 21"
DOOR OPTION iiip —
7-7/8" X 3-1/8" X .010" ,
STEEL PLATE OPTIONAL VENTS
WITH (4) #14 X 3/4" SDS (3) 5" WIDE AT 7" O.C. MAX.
OPNG. AREA NOT TO EXCEED 120 SQ. IN.
CENTER STILE
OUTSIDE END STILE
HANDLE
" LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
" Q 1OF X .BW LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR CENTER STILES
OPTIONAL
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALT. TO LOCKS SHOWN ABOVE
I_ 8'-0" TO 9'-10'
DOOR WIDTHS
10'-0" TO 11'-10'
DOOR WIDTHS
tEFER TO SHEET 2
roR U-BAR PLACEMENT
r — A
OPTIONAL FLUSH FACE L — A
WOOD GRAIN DESIGN
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INSIDE ELEVATION DAB DOORS INC.
RAISED PANEL EMBOSSED DOOR Hurricane Master® Model 1
Max. Size 16'-2" X 16'-0" Hj.g Hjgh
Q N=
With Window Lite Option
DESIGN PRESSURE RATING + .8.0 PS
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACTF
8 g
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e
w
GENERAL NOTES
SCHEDULE 'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
$
$'
CENTER STILES CONFIGURATION
DOOR WIDTHS
8 OF CENTER STILES
8'-0' TO 9'-10'
2
10'-0" TO 11'-10"
2
12'-0" TO IN-10"
3
14'-0" TO 15'-10"
4
15'-11° TO 1W-2"
5
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING
Z7
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
m
DRESSING OR STUCCO.
oa3.
ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
•`;
ME,,
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
E'
c
THESE DETAILS ARE NOT PART OF THIS APPROVAL
®® ®®®®® 5. A LOAD DURATION. INCRCA"4h;LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
En 51A11iD: AHti1AD'-
CwIL' .rR0bUCTR£VLsW I 3
I_ 14'-0" TO 151-10" I F1A. PE•./ 705R?. _.-secan o
C.A.N. SJB BDildogY� a
DOOR WIDTHS �
.• � ;• ..,•Aooywloe�n�c a � v
® ® ® ®®
I_ 12'-0' TO 13'-10'
I 15'-11" TO 16'-2"
DOOR WIDTHS
DOOR WIDTHS
bowing no.
98-05
i
SCEWN 4
SCERON 0
SCETION+7H
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0
SCETION 3
SCEROSCETIOtI 7
SCERON 2
SCERO
SCETION 6
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Q
$CENON 1
a.
SCETION 6
SCETION 5
3
p W ^?
4 SECTION ODOR
SCIETION 4
SCEUON 4
a
HEIGHT RANGE W-6' TO 7'-0'
O
SCETION 3
SCETION 3
(3) U-BARS
0
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SCETION 2
SCETION 2
Oaf
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0 a aSCETION
5
5
SCETfON 1
SCETION 1
0ERON
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4
SCEHON 4
B SECTION DOOR 6 SECTION DOOR
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HEIGHT RANGE 12'-6' TO 13'-3' HEIGHT RANGE 13'-6' TO 14'-0'
m
SCEiION 3
SCE710N 3
(5) U-BARS (6) U-BARS
SCE10N 9
SCEfION 8
SC.GN 7
a W ftl
1
SCETION 2
SCETION 2
d
0
�
SCETION 1
LA
scERON 1
5 SECTION DOOR 5 SECTION DOOR
HEIGHT RANGE 7-e' TO 6'-0' HEIGHT RANGE 0'-S' TO W-9'
(3) U-BARS (4) U-BARS
SCETION a
Q
SCEOON 5
to
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SCETION 0 SCETION 6
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SCETION 5 SCETION S
SCETION 4
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SCEOON 1
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HEIGHT RANGE 14'-3' TO 15'-9'
p
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SCETION 4
SCERON 4
-
-
- -
SCETION 3
SCE110N 3
SCETION 2
SCETION 2
SCERON 1
SCENON 1
-
-
(6) U-OARS
SCERON 10
6
HEIGHT
SECTION
RANGE W-O'
DOOR
TO
10'-3'
6 c_FOTION DOOR
HEIGHT RANGE 10'-6'
(4) U-BARS
(5) U-BARS
c
SCETION 9 -
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SCE110N 7
SCETION 8
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SCETION 1
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SECTION
DOOR
drowi�g
RANGE 10'-9'
(5) U-BARS
TO
HEIGHT
12'-3'
Pmdwt
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10 SECTION ODOR
98-05
HEIGHT RANGE W-0'
(6) U-BARS
sheet 2 of
6
-1/4" X 3/4" X 2°
U.BAR REINFORCING TRUSS
OF PANEL TRUSS FASTENED TO
�TERMEDIATE STILES W/ TWO
S.M.S. AND TO END STILE
'14 X 3/4" SELF DRILLING S.
1/2" X 1-3/4"
0 TOP
24 GA. STEEL PANEL
I v
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FLAPS BENT OVER PANEL
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1/2" PUNCHED HOLES
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D
® 4" O.C.
1 1
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USE REINFORCING 'U' BAR AT
0.
i
CY& i 0
TOP SECTION ONLY AT
I
O a < Q
16 GA. X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
_
_--�
FOUR SECTION DOORS
UJ O �iNbb
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO IF 14 X 5/8" S.M.S. AND TO END STILE
x __
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Q W ul a o
W/ FOUR Q 14 X 3/4" SELF DRILLING SCR.
Ik2l
e1
BOTTOM SEAL
.050 ALUM PLATE
WITH 1/8" X 1" S.M.S. 0 4B" O.C. LF
AND RUBBER WEATHERSTRIPPING
1ST SECTION (BOTTO m) INIEHIVIEDIATE SECTION�
REINFORCING REINFORCING
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1-5/8" LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
SOUTHERN PINE
0.55 S.G.
ae°
2" MIN
ED
T.
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
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
14 X 5/8" SMS
r PER HINGE
1/2" 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
ITO PANEL W/ (4) 3/18" RIVETS POP
r4/1HINCE/8" S.M.S.
3/16" POP RIVETS I
AT 4" O.C. 1
(6) FOR 21" STILES
(5) FOR 18" STILES
Ts X z—t/4" x x z"
GALV. STEEL U,BAR REINFORCING TRUSS
TRUSSSS VERTICAL
FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO 8 14 X 5/8" S.M.S. AND TO END STILE END STILE
W/ FOUR B 14 X 3/4" SELS DRILLING SCR.
.024" STL. PANEL
TOP SECTION
ENDK4" X 2" X 2-1/2" X .049" STEEL
STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS
SEE DETAIL ABOVE
7C GAL x .OSD" I INTERIOR SIDE J %5v
GALV. STEEL 7-1/2" X .071" \
CENTER HINGE END ROLLER HINGE
INSTALLED
PUSLED NDT 1.82" DIA X .50" STEEL ROLLERS STD.
INSTALLED ON ROLLER SWIFT 1.82" DIA. X .50" PLASTIC ROLLERS (OPTIONAL)
2.75" DIA, X .50" STEEL ROLLERS (OPTIONAL)
SECTION B-B WITH 4-1/4" STEM
OUTSIDE OF D00
€n
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
POSITIONED AT EYE LEVEL
1� 38" POWER -BOLT BY 'POWERS'
\2' MIN. EMBED INTO CONC.
2" MIN. EDGE DIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
EOgr. JAVAD AHMAD
OIVIL'
F1A PEA 70592'-
1/4-20 SS BOLT C.A'(.1 S38'
& NUT (` +
O
o r1
f i Z F(n g
Z
6 'aL.1
(n W m I
x
O Z,
�O] L
N
LPRODUCTAMSBD9lIv with If n naideAmp-N.I 0Expim
B0 drawing no.
98-05
/// POP RIVETS
X 1-5/8° LAG SCREWS INTO WOR
2-3/4- X 5-1/2" X 3- X .104'D.5/I6`
GALV. STEEL
5/16" SLEEVE ANCHORS
ORS
BRACKET
WITH 1-1/4- EMBED INTO MASONRY!
ENED W/ (6) ® 14 X 5/8" S.M.S."
" 3 PER BRACKET
THK. GALV. STEEL ADJUSTABLE
IjROLLER
FASTENED TO BRACKET
2-1 2 X 4-1
/ /4" % 13 GA, STEEL PLATES
5/16-18 X 3/4" HEX HEAD
WELDED TO 1-1/2" X 1-1/2" X 14 GA ANGLE
CREWS & NUTS.
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACKET
(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
.05B" FORMED STEEL
LUED TO PANELXAND FASTENED To
VERTICAL STILES WITH
2" X 5-1/2" X .104"
(2) 3/16" POP RUM
GALV. STEEL
FASTENED
W/ (4) A 14 X 5/8' S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
ST
4ELXAND DTO EEL
. GLUED TO PANFASTENED
VERTICAL STILES WITH
(2) 3/16' POP RIVETS
-5/16" MEETING RIB
1.82" DIA. X .50" STEEL ROLLERS
W/ .44 DIA. X 5" STEM
OPTIONAL INSULATIONS:
EPS-EXPANDED POLYSTYRENE
DENSITY a 1.05 PCF
N.O.A.607-1107.08
OR
-ISO-25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
N.OA. #07-0301.10
OR
DENSITY = 0.92 PCF
N.G.A. F07-1016.07
14 GA GALV. STEEL
• ROLLER HINGES FASTENED
W/ (8) # 14 X 5/8" SMS
MIN, .024" ROLL FORMED STEEL PANEL d ! d d d d d l
DRAWING QUALITY G-40 VE
MIN. YIELD STRENGTH = 39 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
W/ TO {I RAC %ETBFASTEN SD
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. 0 48" O.C.
AND RUBBER WEATHERSTRIPPING
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXPEEDING 8 FT. IN HEIGHT
11 11 A ►-�
II
11 A —
= OPENING HEIGHT PLUS 12"
4 GA. GALV. STEEL TRACK
2 % 2 X 1/8" ANGLE
SPOT WELDED 1b HORIZ. TRACK
RACKET
-1/2HORZ
WITH TWO WELDS AT 1-1/2' APART
FIRST AT 3" O.C.
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
Z
W/ 3/8-16 X 3/4' BOLT & NUT
AND TO SPRING SHAFT GUIDE
O m
WITH (2) 1/4-20 X 5/8" BOLT & NUT
Q H
C. o 0
4
O
VERTICAL TRACKT
2-1/8" X 1' X .080"
SECTION A —A
O t n
p ei
0 IL .4
0yC,
Q W 31y N
IL zN 0
m
W
Q i
PLACEMENTS
DOOR
HEIGHT
` SECTION HEIGHTS
1ST 2ND 3RD 4TH 5TH
B
81 B2 B3 84 B5 B6 B7:7a-l
8'-0"
Ia"
18"
Ia"
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"
87"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"
B'-0"
21"
18"
18"
18"
21"
1"
11-3/4"
23"
34"
45"
56"
87"
FOR DOORS MORE THAN`B FT. HIGHUSE'ADDITIONAL TRACK BRACKETS AT 10" O.C.
X 2.19" X 3.3" X .090"
L TRACK BRACKETS
116" HIGH
NECTE0 TO TRACK WITH
1/4" BOLTS & NUTS.
STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
' CML
'•PIA. PE`�/370592
• CA . 538
Lmm!
drawing no.
98-05
s
kg' z_ 1-1/2" MIN.
o F I E DIST.
3 8
28Y
WOOD BUCI ,
B.0 AYh A
1/4" DIA. LAG SCREWS 1/4" DIA LAG SCREWS
AT 6" FROM ENDS 25Y AT 8" FROM ENDS
AND 11" O.C. MAX, WOOD BU
I AND 11" D.C. MAX.
5/16" X 1-5/8"
LAG SCREWS
STEEL STRUCTURE BY OTHERS
AT 11" O.C.
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16" DIA. BOLTS
WITH WASHER & NUT
WOOD FRAME BUILDING
�:
AT 12" D.C. MAX.
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
''
SHALL BE FRAMED SOLID BY NOT LESS T14AN
'
(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
I
1-1/2"
1-1/2'
1-1 //4" X 2-1/2" X 14 GA
'CON/T.
SUPPORTING STRUCTURE,
STEEL ANGLE
WOOD BUCK CONN TION TO MASONRY
�- 12 GA. GALV. STEEL
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
FLAT BRACKETS t3" LONG
AT 12" O.C. IN DOOR OPNG.
TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN
AT 18" D.C. ABOVE DOOR OPNG.
WITH
CONNECTED TO CONT. ANGLE
1/4" ULTRACON BY 'ELGO' WITH SPACING OF
W/ (3) SPOT WELDS AT EACH SIDE
12" O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED
9' 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
B" O.C. INTO BLOCK WALL. WITH 1-1/2" MIN. EMBED
9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE 01STANCE
3/8" CONFLEX BY 'ELCO' OR
3/13 LDT BY 'ITW' WITH SPACING OF
21" 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
10" O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST
11" O.C. INTO 300D 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 ALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
ANCHOR
SPACING
ANCHORS
STRUCTURE
EMBED
I SPACING
EDGE DIST.
3 8 HLC SLEEVE BY HILTI
CONC.
1-1 4
B"
2"
3 8" HLC SLEEVE BY HILTI
FILLED BLOCK
1-1 4'
q"
318 DYNABOLT BY ITW'
CONC.
1-1 2
8"
3"
1 2" DYNABOLT BY 'fIW'
FILLED BLOCK
1-7/6-
B"
4"
NPOWER -BOLT BY POWERS
GONG.
2"
8"
2"
SLEEVE-ALL BY SIMPSONS
CONC.
1-1 2
8"
3"
1-1/2"
M
M
41
LL
U N
Z v
Z e
rnO yI
CONCREFE V. 3000 P51 MIN. O Z
C-90 GROUT FILLED BLOCK Ym m 2000 PSI MIN.
N
o O
N
2-1 8" X 1" X 14 GA m � � �'Ly 9"'
GALV. STEEL TRACK m > I
FASTENED TO TRACK PLATES111
yTTED'Gs. &XLOCK NUT HD.58" TRUSS
-}'i
01
PRODUCT' REVTSBD
"cdmp1yft wk41C• PIa"- o I
By drawing no.
M®n1 1'nwlua Cwm/ro1 9 8 — 05
O
N
DOOR PANEL
24 GA. (024) STEEL MIN.
DIA. WASHER
#8 X 3/4" SMS
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" O.C. MAX.
75 X .062 DEEP
1/4"' POLYCARBONATE LEXAN
BY SABIC INNOVATIVE PLASTICS
NOA #08-0305.02.
K .062 DEEP
/E
(4) #8 X 3/4" SMS
0 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
�#8 X 3/4" SMS
® 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
rr ,,
4v
0
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
z
O m
OPTIONAL WINDOW LITES IN ANY LOCATION
L765
1.725
Q S
1.144
O w
a
�a
21 3/4-
MAX.
WDW. IDTH
I
�176 F"-
.800
o�
V ro
O Wr4 0
O (LQ O
0
18 1/8"
MAX.
* EXTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
* INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION
00 o
Q 2 3 N
W
o
D.L.O.
_
(' ? uNj
,I O
1_
O
Lj
U e
LLI
�J
>i
0 3 t¢a
K
0 z
67 n
m�
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH WINDOWS
#8 X 3/4" SMS C
® 3/8" FROM ENDS 175 X .062 DEEP
AND 4-1/2" O.C. MAX.] GROOVE I
.......... _ _ gggr: JAVAD ANMAD 9'
- - - - - - - - - - - - - FIA. P{IVsIL 70592 PRODWr REVISED
_...... ...... ..
\� J,_-____ ,.410
CrJ1;'N t' 0 49O& �wPh the Flm W o 1
DOOR PANEL Aao�iprenoo No 2-
24 GA. (.024) STEEL MIN. EXTERIOR bw latiT is �v $
15/16" MIN. D.L. OPG. By � �� drawing no.
GLAZING BITE 98-05
WINDOW WIDTH
—` sheet 6 of 6
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.
❑160 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 storyand max 15'
7160 EXPOSURE D 16' x 7' Door = + 37.7 -41.2 mean roof height)
❑160 EXPOSURE D 9' x 7' Door = + 44.3 - 50.2
❑160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4
❑150 EXPOSURE B 9' x 7'
Door = + 22.8 - 25.8
❑150 EXPOSURE B 16' x 7'
Door = + 21.8 - 24.3
7150 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
7150 EXPOSURE C 16' x !'Door
= + 30.6 - 34.1
7150 EXPOSURE D 9' x 7'
Door = + 33.6 - 38.0
❑150 EXPOSURE D 16' x 7'
Door = + 32.1 - 35.8
7150 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)