HomeMy WebLinkAboutSUBMITTED PAPERSDATE: rp 3 RECEIPT: 0 1 PERMIT NUMBER: O O
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
gig 2300 Virginia Avenue
Fort Pierce, FL 34982
(772) 462-1553 �gn/jVEO
APPLICATION FOR REPLACEMENT OF �t LUCjO C�
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS U041
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: 5&�-a) F-cc� Wo- �( 7- 1V e-
2. PARCEL ID NUMBER: OA O-1-- <Dco---I
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: cc's- 6cx-'-t-� cDL�C'
\o�c� I L0 x-1 gr�-ro'ckc'- <--�
4. TYPE OF STRUCTURE: SFR MOBILE HOME v OTHER
5. OWNERS NFORMATION M 6. CONTRACTOR'S INFORMATION
Name: 11'-'C — ��rl-' I �G�__ C!!on I _ n FL Reg/Cert #:
Address: OWE l—C�{-T" u )a- +c 1 ram' County Cert #:
City: RP State: rL Business Name: c. `[cx-
Zip: 2JA0451 Phone: Phone Number: q6()- ap
Email: Email:
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
-F
\a - ,
H Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ CC)� ` co FEES DUE: Y q' 0 G
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 tion and zo
PRINT OWNER OR CONTRACTOR/QUALIFIER NAME TIGNkTURE O R OR CONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF S-�—
ACKNOWLEDGED BEFORE ME THIS �—O DAY OF t �1 , 20 �Z, BYV
WHO IS PERSONALLY KNOWN T ME OR WHO HAS PRODUCED
AS IDENTIFICATION.
m - �pRY pV
��� l �� •••,B�n TIFFANY A. LEE
SIGNATURE —OF NOTARY TYPE OR PRINT NAME Of NOTARY * MY COMMISSION # DO 985525
sr9T \o,
TITLE: NOTARY PUBLIC COMMISSION NUMBER EXPIRES: April26, 2014
FOFFLOQ Bonded Thru Budget Notary Services
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 Cou ' FL
Page 1 of 1
PROPERTY RECORD CARD
Eric E Macon Record: 1 of 1 «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
C
Site Address: 8003 Fort Walton Av
��VdGIE
ParcellD: 1301-606-0107-000-7 �0G2
Sec/Town/Range: 02 :34S :39E
Account #: 1512
Map ID: 13/02S
Use Type: SF Res
Zoning: RS-4
City/Cnty: Saint Lucie County
Ownership and Mailing
Legal Description
Owner: Eric E Macon Audra M Macon LAKEWOOD PARK -UNIT 6- BLK 62 LOT25 (MAP 13/02S) (OR 1703-
Address: 8003 Fort Walton Ave
2271)
Fort Pierce FL 34951-2424
Sales Information
Assessment 2012 Total Land and Building
Date Price Code Deed
Book/Page 2012 Final: 80600 Land Value: 5400 Acres: 0.27
4/29/2003 117000 00 WD
1703 / 2271 Assessed: 80600 Building Value: 75200
5/28/1991 100 01 QC
0740 / 1010 Ag.Credit: 0 Finished Area: 1804 SgFt
6/24/1989 9000 05 WD
0644 / 0414 Exempt: 50000
Taxable: 30600
Taxes: 813.37
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
SD - Dim Shingle
RoofStruct:
HP - Hip
ExtType:
HC- - HC-
YearBlt:
1991
Frame:
-
Grade:
C- - C-
EffYrBit:
1991
PrimeWall:
HP - Hardi Plank
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
Bed Rooms:
3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FuliBath:
2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
STD
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. YrBlt.
No. Use Type
Type
Measure Depth
1 0100-SF Res
BI -Front Ft
90 131
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.pasle.org/p4slc/prc.asp?prclid=130160601070007 8/6/2013
MIAM 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.2ov/[)era/
DAB Door Company, Inc.
12195 NW 9Wh 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
0. 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
LU applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
s including the High Velocity Hurricane Zone.
LL 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 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
0?�/23I2017r 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. HETI 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.
02/23�2012
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 Comuany, 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 Arc Light Apparatus Test per
ASTM G 15 5 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 E.
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
7-1/2" X 3" X .071"
o GALV. STEEL END ROLLER
W/ (6) #14 X 5/8" SMS
7-1/2" X 2-1/4" X 18 GA.
GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8' SMS
FL/OCK
DOOR
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
FSC 1012 REGARDING GARAGE DOORS
B DIA. GALV. AIRCRAFT TYPE
BLE & NICO-PRESS SLEEVE"DOOR
IIN. 5 TO 1 SAFETY FACTOR
N X 5-5/8"H X .080"THK.
STEEL PLATE, 1-3/B" DEEPWITH (3) #14 X 3/4"SELF DRILLING SCREWS
DOOR
HEIGHT
CONSISTS OF
6'-6"
2 SECTIONS IS" 2 SECTIONS 21'
8'-9"
1 SECTION IS" 3 SECTIONS 21'
7'
4 SECTIONS 21.
-
7•_3•
7'-6'
S SECTIONS 16"
-
7'-9"
4 SECTIONS 18"
1 SECTION 21'
8'
3 SECTIONS 18.
2 SECTIONS 21'
B'-3"
2 SECTIONS 18"
3 SECTIONS 21"
13'-6'
1 SECTION 1B"
4 SECTIONS 21'
B'-9"
5 SECTIONS 21'
-
9'
8 SECTIONS 18"
-
9'-3'
S 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
11 SECTION 18'
S SECTIONS 21'
10'-6
a SECTIONS 21"
-
10'-9"
0 SECTIONS 18"
1 SECTION 21"
11'
5 SECTIONS 18"
2 SECTIONS 21"
11'-3"
4 SECTIONS Ia.
3 SECTIONS 21'
11'-8"
3 SECTIONS 18'
4 SECTIONS 21"
11'-9'
2 SECTIONS 18"
5 SECTIONS 21"
12'
1 SECTIONS 18"
6 SECTIONS 21"
12 -3'
T SECTIONS 21"
-
12'-8.
8 SECTIONS IW
2 SECTIONS 21"
12'-9.
5 SECTIONS 18"
3 SECTIONS 21"
13'
4 SECTIONS 18"
4 SECTIONS 21"
13'-3'
3 SECTIONS 18"
5 SECTIONS 21"
I"-6.
2 SECTIONS 18"
a SECTIONS 21"
1 SECTION 18' 17
SECTIONS 21"
14'
8 SECTIONS 21'
-
14'-3"
6 SECTIONS 18"
3 SECTIONS 21"
14'-6"
5 SECTIONS IW'
4 SECTIONS 21"
14'-9"
4 SECTIONS 16'
5 SECTIONS 21"
15'
3 SECTIONS Ia"
8 SECTIONS 21.
15-3.
2 SECTIONS 18"'
7 SECTIONS 21"
15'-6"
1 SECTION 18"
8 SECTIONS 21"
15'--9"
9 SECTIONS 21"
-
16'
6 SECTIONS 18'
4 SECTIONS 21"
PUSH NUT
7-7/8" X 3-1/8" X .010'
STEEL PLATE
WITH (4) #14 X 3/4" SIDS
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 TO BE INSTALLED AT
{X 3/4" SELF DRILLINGSCREWS ANY CENTER STILE
SE SHEET SEE SHEET 3 FOR TOP BRACKET OPTIONS /
WE I
EM: �11
011
IA
WIDE AT 7" D.C. MAX. WOOD GRAIN DESIGN L — A
^R�'A NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH
CENTER STILE
OUTSIDE
HANDLE END STILE
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) g14 X 5/8" SMS
n 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 WIDTHS a'
IT ri
10'-0" TO l l'-10"
DOOR WIDTHS
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
CENTER STILES CONFIGURATION
DOOR WIDTHS
B OF CENTER SOLES
8'-0" —To W-10"
2
10'-0" TO 11'-10'
2
12'-a. TO 13'•-10'
3
14'-0" TO 15'-10"
4
15-11" TO 1! -2-
5
®®® ® ®
14'-0" TO 15'-10"
DOOR WIDTHS '
®®®®®®"�QQQL[3[ ®®®
I_ 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 16'-0" High
With Window Lite Option
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GENERAL NOTES 'z 1 -
I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
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 c d o n
DRESSING OR STUCCO. o o N
3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. •�>2 $ =
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 2 c "'
THESE DETAILS ARE NDT PART OF THIS APPROVAL
S. A LOAD DURATION."INCii(;AIf.EyUSED IN DESIGN OF ANCHORS INTO WOOD ONLY. c "q
. Engr.1 JAVAD CN1 AHMAD PAUDUcr R6T71SED
FLA. PE 70592 m Plying with ft F1oTidx g
C.A.N. 53p BuiIdilig Code p
. Aeapurwe No /2- !/
` ExPuetion jbr b
►11i�p1 P/bdC�trol drawing no.
( 02-21
—A-1- .055" X 2-1/4" X 3/4" % 2"
GALV. STEEL U.BAR REINFORCING TRUSS
0 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 DRILLING S.
o � _
V
U
to �
b 0
n
" WITH 1/8" X 1" S.M.S. 0 48" O.C.
AND RUBBER WEATHERSTRIPPING
1ST SECTION (BOTTOM) INTERMEDIATE SECTION
24 GA. STEEL PANEL
4 U
1�
FLAPS BENT OVER PANEL
I
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1
Q e N
1/2" PUNCHED HOLES I
04"O.C.
a
u
08 a
0. 1I
V 0 eni
�•
Jpp�-
3/16" POP RIVETS J I '
AT 4" O.C. I %
(6) FOR 21" STILES a0
(5) FOR 18" STILES O
END STILE
.024" STL PANEL F M
w j
OUTSIDE OF 000 ¢ ii
Z �Z m
mlos
ti O 3
#14 X 3/4" SELF DRILLING SCREWS CAN BE USED
In
OPTIONAL STOP MOULDING IN LIEU OF #14 X 5/8" SMS.
BY DOOR INSTALLER SOLID BRASS DOOR VIEWER
m "
Q cat
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH N 14 X 5/8" SMS 3/4 X 2" X 2-1/2" X STEEL BY 'SCHLAGE SECURITY HARDWARE'
"
0
.049"
5/16" X 1-5/8" LAG SCREW 6 PER HINGE ENDSTILE, CONNECT TO PANELS WITH INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED) FLAPS AND (5) OR (B) 3/16" ALUM RIVETS POSRIONED AT EYE LEVEL
HEX WASHER HEAD RAPE A 1/2" X 1-3/4" X .058" FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACKET GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS ANCHORS:
�1
'POWERS'
SOUTHERN PINE - " 318" DIA. POWER -BOLT BY
."a 1-7/8" X 2-5/8" % 048" STEEL EDGE
0.55 S. CENTER STILE, GLUED AND RIVETED DISTANCE A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.)
TO PANEL W/ 3/16" 2" MIN. EDGE DISTANCE
c
`4 $
$
YTi
d
# H
(4) RIVETS 3/18"
1- MIN.
POP RIVETS°`," 11-3 16 8" DIA. HLG SLEEVE BY 'HILTI'
# 14 X 5/8" S.M.S. ' : �I /. 3/
u
_
DIST.
1 4/ HINGE",'I" B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
Zui i
2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE f'c = 3000 PSI MIN.
c d
o
o
m
C-90 GROUT FILLED BLOCK f'm 2000 PSI MIN.
°
'm
n
of
1.9" X 2.19" X 3.3" X ODD" ANCHOR TYPE A OR B.-
STEEL TRACK BRACKETS
Lj
SEE SHEET 3 FOR SPACING I I I I I 1 PER BRACKET
SEE SHEET 3 FOR BRACKET §PAt;T1JQ' ...
O
.,4n9r:AD!AH61AD 'PRODUCT' REVISED
Q
I .CIVIL' . r cd8P1yh* -M Ue Pbi11V
"'
i
FLA. PE @ 70592
CAN. 53P. • AppNalce No 12- 110" 14
7-1/2" X .050" 1/4-20 SS BOLT
INTERIOR SIDE NUT E�Ititonp�
$
••
1
d
g
a
GAW. STEEL 7-1/2" % .071"
17/8"
o
r
STEEL TRACK CENTER HINGE END ROLLER HINGE B
14 CA. X 2-1/B" X 1" (STANDARD) ti0\\� �1'.
12 GA % 3-5/16" % 1-1/2" (OPTIONAL) PUSHNUT 1.82" DIA % .50" STEEL ROLLERS (STD.) ' 0� q�M PkoduclG�°I
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82" DUY. X .50" PLASTIC ROLLERS (OPTIONAL)
dcOWlOg n°.
rr11
02—Z 1
W/ 1/4TTE % M.S.TRUSS UT 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)
SLOTTED .S. &LOCK NUT SECTION B-B
sheet Zof 5
WITH 4-1/4" STEM
( —l',
RIVETS
2-3/4" X 5-1/2" X 3" X .104"
GALV. STEEL
-TOP ROLLER BRACKET
FASTENED W/ (6) N 14 X 5/8" S.M.S.
14 GA. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
�W/ 5/16-18 X 3/4" HEX HEAD
M. SCREWS & NUTS.
TOP BRACKET
(STANDARD) TOP BRACKET
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4" EMBED INTO MASONRY
3 PER BRACKET
2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
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) 3/16" POP RIVETS
2" X 5-1/2" X .104"
GALV. STEEL
FASTENED W/ I4) 8 14 X 5/e" S.M.S.
HORIZONTAL REINFORCEMENT
TOPP ROLLER B CKET FOR
LOW HEADROOM DOOR OPTION
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/18" POP RIVETS
—5/16" MEETING RIB
PLASTIC/STEEL ROLLERS
�-1.82" DIA. X .50"
W/ .44 DAA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
'DYPlAST '
BY PROD I .Tc t
EPS—EXPANDED POLYSTYRENE
DENSITY - 1.05 PCF
N.OA, #07-1107.08
OR
—ISO-25 POLY—ISOCYANURATE
DENSITY a 2.0 PCF
N.OA #07-0301.10
OR
BY 'INS FOAM '
DENSITY 0.92 PCF
N.OA A07-1016.07
14 GA. GALV. STEEL
_
ROLLER FASTENED
W/(6) $SMS
X 5
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 TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) # 14 X 5/8" SMS
BOTTOM SEAL
,058 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 REDD. ON DOORS
EXSEEOING 8 FT. IN HEIGHT
II
A—J
4 GA. GALV. STEEL TRACK
2 X 2 X 1AT HORIZ• ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2" APART
11!
FIRST AT 3" O.C.
�Y
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
Z
W/ 3/8-16 X 3/4" BOLT & NUi
A D TO SPRING SHAFT GUIDE WITH
Q FF m
Z
(2) 1/4-20 X 5/8" BOLT & NUi
Q ry
0, O 0
0d
a�
2-1/8V X I- X 80ERTICAL K '�F
SECTION A -A
0
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LL z U)
DOOR
• SECTION HEIGHTS
I BRA
HEIGHT
1ST
2ND
3RD
4TH
5TH
B1
B2
63
B4
85
86
87
BB
6'-0"
18"
18"
18"
18"
N/A
1"
11-3/4"
23"
34"
45"
56"
87"
—
6'—C
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"
1B"
18"
18"
18"
18"
1",
11-3/4"
23"
34"
45"
56"
67"
78-1/4"
21"
18"
18"
18"
21"
1"
11-3/4"
23"
34"
45"
56"
87"
78-1/4"
•—SECTIONS 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
m 0 1 11 1 11 2-3/16" HIGH
CONNECTED TO TRACK WITH
(4) 1/4" BOLTS & NUTS.
TRACK CONFIGURATION
VERTICAL LIFE HIGH LIFE STANDARD
LIFE LOW HEADROOM
DOUBLE TRACK
7�����
9Y91•lAa1.E, T1uaSyS 4Pr IONS
Eng.' lAVAD' ANMA11 '1'
•. PRODUCT RE MBD
. OMt , •.: _
FIA,'PE d 70592
m �yl� Wid11L0 Florida
Building Code
CAN. 38.
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by
IM
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0 30 18
Oz
Drawing no.
02-21
z 1-1/2" MIN.
E DIST.
0
• m
I
29Y
WOOD BUC ,
0
0
N3
A48'DROM ENDS IA. LAO SCREWS I WOOD BU I `AT4B"D FROM ENDS�IA. LAG S
AND 15" O.C. MAX. I I AND 15" O.C. MAX.
�••�111millLL__ •L a folallbial•
5/16" X 1-5/8"
LAG SCREWS
AT 12' O.C.
WOOD FRAME BUILDINGS •°"
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN I
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS TO BE CONL FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE I
SUPPORTING STRUCTURE I�-
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 CONIC. 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
3/11" LOT 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 1-1/4MIN. 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
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
V.
D% BOLTS
FWITH WASHER h NUT
AT 12" O.C. MAX.
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
ISPACING
EDGE DIST.
3 B HLC SLEEVE BY HILT
CONIC.
1-1 4
B"
2"
3 8' HLC SLEEVE BY HILT'
WILLED BLOCK
1-1 4"
8'
3 8" DYlIABOLT BY 'ITW'
CONC.
1-1 2
B"
2-1" 2
3 B" DYNABOLT BY 'ITW'
FlLLED BLOCK
1-1 2
B"
3-3 4
3 8 POWER -BOLT BY POWERS
CONC.
2"
B"
2'
3 B SLEEVE -ALL BY SIMPSONS
CONIC.
1-1 2
B"
3"
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CONCRETE Vc a 3000 PSI MIN. - O z
C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. �
& �I $
� ��av
N
1-1//4 X 2-1/2" X 14 GA
11-i/2"
CONT, STEEL ANGLE
12 GA GALV. STEEL
FLAT BRACKETS 33" LONG
B
8
AT 12" D.C. IN DOOR OPNG.
a
N
€
AT Ia" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
2_71T/B• % 1' X 14 GA.GAL.
c
SEL TRACK
S�
FAST(EN)ED/TO TRACK PLATES
_
$
HD.
ILLS.
SLOTTED dcXLOCK NRIU�SS
ALTERNATE TRACK INSTALLATION
r.:JAV D•AHMAD
CIVIL
FLA. PE
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q
PRODUCT REVISED
1p,�np+v'vea WWl ft FWN* uuI
Expirallun
l.l uildinscode
Ho %r� 1-0 S 0
Mind pnWlMContrel drawing no.
02-21
DOOR PANEL
24 GA. (.024) STEEL MIN.
DIA• WASHER
8 $ X 3/4" SMS
O
1
TTr1
® 3/8" FROM ENDS
j
l l l l
I I AND 7" O.C. MAX.
1
I
j
,
I I
1 (4) #8 X 3/4" SMS
\ ®1-3/8" FROM ENDS
J
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1 AND 6-1/2" O.C. MAX.
I
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1 i
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:I:
—
I l l j
.175 X .062 DEEP
I!I!
1:1
GROOVE
1/4" POLYCARBONATE LEXAN
• j :
BY SABIC INNOVATIVE PLASTICS
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NOA R08-0305.02..
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.175 X .062 DEEP
GROOVE
jj.
I ; i (4) #8 X 3/4" SMS
1-3/B" 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" DIAA, WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
.50D h--t.250 e
* PLASTIC COMPLIES WITH I I o
SECTION 2612 OF FBC 2007
SEE EVIDENCE PACE g
Zl
O 111
OPTIONAL WINDOW LITES WE
IN ANY LOCATION t,76s L72' IL
F
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1144 a �
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N
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
#8 X 3/4" SMS Ci
® 3/8" FROM ENDS, 175 X .062 DEEP
AND 4-1/2" O.C. MAX. I /-GROOVE I
DOOR PANEL
24 GA. (.024) STEEL MIN.
_ram_.-.-
EXTERIOR
f16" MIN. D.L. OPG.
EOgh JAVAD AI M
FlA PEI— Y _o
'- L 70582 FROM=YRVISED i
A
OAN."3536 saomliYmy with the Fb'iCe � c
m drawing no.
sheet $ of $
These Tables Are For GARAGE DOORS -IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B,C,or D
Table R301.2(4)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE-[PSF]
❑160 EXPOSURE B 9' x 7'
Door = + 26.7
- 30.2
❑160 EXPOSURE B 16' x 7'
Door = + 25.6
- 28.5
7160 EXPOSURE C 9' x 7'
Door = + 32.4
- 36.6 (1
story and max 15'
' : l
1`60xEXPOSUREC
mean roof height)
7160 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)
❑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
❑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)