HomeMy WebLinkAboutSUBMITTED PAPERSDATE:
PERMIT Nth ' `-,FR:
j&,L .
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
�C��N�B� DING & CO 0 V REGULATIONS DIVISION
Avenue
St. LUCI@ count Fort Pierce, FL 34982
Y (772) 462-1553
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: 5SC� k\-\G-n)
2. PARCEL ID NUMBER: c4 s a) -- C-�' C\
3. DESCRIPTION OF PROJECTOR WORK ACTIVITY:
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER
5. OWNERS INFORMATION 6.
Name: ��' \�`� �C� �C'1-'►
Address:?
City: V;a-- '\ cLcc State: FL -
Zip: -!-�3Aq 61 Phone: 9 4 0 - -;16T73
CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #:
Business Name: c---C� i-b•
Phone Number: L`i Lo 0 Lo 3C)
--
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
Model #
Method of Attachment #
Florida Product Approval #
120 mph
30 mph
40 mph
Windows & Skylights
Exposure B
Exposure C
Overhead Garage Doors
< 30' - F.S.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
Iq x `1
-3-
(_0 C)
C- Size
7. VALUE OF CONSTRUCTION: $ �� • FEES DUE:
RECEIPT:
owmws AFFmAvrP: 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 construction and zonings
PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QTJA1ffltRQMNER.
STATE OF FLORIDA, COUNTY OF • �L] P
ACKNOWLEDGED BEFORE ME THIS DAY OF 20 I (. BY WHO IS -PERSON wN TO ME OR WHO
HAS PRODUCED AS IDENTIFICATION.
a1_1 tuQ— a
SI OF NO Y TYPE OR PRINT NAME OF NOTARY
TITLE: NOTARY PUBLIC COMMISSION NUMBER
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TIFFANY A. LEE
* * MY COMMISSION # DD 985525
EXPIRES: April26, 2014
�j9TFOF F`O�\�v Bonded Thor Budget Notary Services
'l
n
ST. LUCIE COUNTY Vinyl Siding
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
[] Attach 2 copies of the NOA or Florida approval with details to the product being used.
INSTRUCTIONS
Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed.
This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise
included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of
structural alteration. Building activities' involving structural alteration, in addition to the replacement of Windows, Skylights, Doors &
Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application
includes:
I. LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on
which the building activity is taking place.
2. PARCEL ID NUMBER:........................................................ Indicate the Property Tax Identification Number for the property on
which the building activity is taking place.
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application.
4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which
the product is to be installed.
5. CONTRACTORS INFORMATION: .................................... Indicate the -State of Florida (if applicable) and St. Lucie County
contractors registration numbers, and the name of the business doing
the work.
6. VALUE OF CONSTRUCTION ............................................
Indicate the total value of the work to take place. Total cost of
construction includes all material and labor costs associated with the
building/construction activity. The value of construction is used to
determine the amount of permitting fees to be assessed. St. Lucie
County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures
are not consistent with similar types of construction.
All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration
Building, 2300'Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no
later 4:30 P.M. each business•day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this
application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM
- 5:00 PM), Monday through Friday.
Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections
maybe made by calling (772) 462-1261.
SLCCDV FORM NO: 006-05
MIAMI-®ADE MIAMI-DARE COUNTY, FLORIDA
® DADE FLAGLER BUILDING
` BUILDING CODE COMPLIANCE OFI+'YCP (BCCO) 1 WES CR. TI2EET, SUITE 1603
PRODUCT CONTROL DIVISION. , FLORIDA 33136-1563
(3 A) 375-201 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.miiamiaade.Rov/buildinuode
DAB Door Company, tic.
12195 NW 98' ` 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 by Miami -Dade County. Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Ju#sdiction'(AHJ).
This NOA shall not be valid.after the expiration date stated below. The Miami -Dade County -Product Control
Division (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. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division 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. -
DESCRIIPTION: 914"Wide x 16'Mgh Steel- Sectional Garage Door w/ Window Lite Option
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door"; dated 02/01/01, with last
revision E dated 12/23/08, sheets' l through 5 of 5, prepared by Al Farooq Corporation, signed and sealed by
Humayoun Farooq, P.E., bearing the 1Vliami-Dade County Product Control revision stamp with the Notice bf
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
NUSSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
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 maybe 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 # 05-09.15.09 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. 09-0128.04
MIAMI•DADECOUNTY F,.X tion Date: August 9 ,2011
lip 1flV�alDte:�i aCh$" (i09
Page 1
DAB Door ComRany, Inc.
NOTICE OF ACCEPTANCE: )EVIDENCE SUBNHTTED
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/01, with last revision
E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed
and sealed by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test Per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test,'per FBC 2411 3.2.1, TAS 202-94
along with -marked -up drawings and installation -diagram of a DAB 824 24 GA
Sectional Garage Door•with Fixed Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/08, signed and sealed
by Candido F. Font, P:E.
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by
Hurricane Engineering & Testing,.Inc., dated "12/23/08, signed and sealed by Candido
F. Font, PE.
3, Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering
& Testing, Inc., Report No. B[ETI 01-914A, dated 01 /29/01, signed and sealed by
Hector M. Medina, P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test -on "Sectional Residential -Garage Doot", prepared by Hurricane
Engineering &Testing, Inc., Report No. BIETI 01-969, dated 01/18/01, signed and
sealed by Hector M. Medina, P.E.
"Submitted under NOA # 01-0516.03"
5. 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 08/17/98,
signed by W. A. Jackson, P.E.
"Submitted under NOA # 03-0210.04"
C. CALCULATIONS
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E.
. 07
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 09-0128.04
Expiration Date: August 9, 2011
Approval Date: March 18, 2009
E-1
DAD Door Com-pany, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE; SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products; approved on 04/24/08 and expiring on 07/17/13.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation; approved on 11/29/07 and expiring on
11/29/12.
3. Notice of Acceptance No. 07-1107.08, issued, to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on
08/27/08.
4.. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their.
Dyplast ISO-Cl Polyisocyanurate Insulation; approved on 06/07/07 and expiring on
01/11/12.
"Submitted under NOA # 05-0228.02"
5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. B ETI 04-A002, dated 09/27/04, signed and sealed by Rafael
E. Droz-Seda, P.E.
6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion -Material", prepared
by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/04
signed and sealed by I. Ghia, P.E.
7. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories,
Report No.' 04-761-15019.0., dated 05/06/04, signed and sealed by J. L. Doldan, P.E.
F. . STATEMENTS -
1. Statement letter of code conformance issued by Al-Farooq Corporation, dated
12/19/08, signed and sealed by Humayoun Farooq, P.E.
2. Statement letter of no financial interest issued by Al-Farooq Corporation, dated
12/19/08, signed and sealed by Humayoun Farooq, P.E.
G. OTHER
1. • Notice of Acceptance No. 05,0915.09, issued to DAB Door Company, Inc, approved
on 04/13/06 and expiring on 08/09/11.
Carlos ,M. Utrera, P.E.
Product Control Examiner
NOA No. 09-0128.04
Expiration Date: August 9, 2011
Approval Date: March 18, 2009
E -2
DOOR HEIGHT
. CONSISTS OF
2 SECTIONS 18'
2 SECTIONS 21'
6'-9' •
1 SECTION 18"
3 SECTIONS 21'
7'
4 SECTIONS 21"
-
7'-3'
-
7'-6'
5 SECTIONS iB
-
7'-9'
4 SECTIONS 18"
1 aSECTION 21"
8'
3 SECTIONS 18"
2 SECTIONS 21"
'B'-3"
2 SECTIONS 18"
3 SECTIONS 21'
1 SECTION 18"
4 SECTIONS 21'
8'-9'
5 SECTIONS 21'
--
9'
6 SECTIONS 18"
-
9'-3"
5 SECTIONS 18"
1 SECTION 21'
9'-6'
4 SECTIONS 18-
2 SECTIONS 21"
9 -9'.
3 SECTIONS 18"
3 SECTIONS 21"
10,
2 SECTIONS 18"
4 SECTIONS 21'
10'-3'
1 SECTION 18"
5 SECTIONS 21'
AW-6'
6 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'
I1:-6'
3 SECTIONS 18"
4 SECTIONS 21"
11'-9"
2 SECTIONS 18'
5 SECTIONS 21"
12'
1 SECTIONS /8"
6 SECTIONS 21'
121-3"
7 SECTIONS 21"
-
12'-6"
6 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 -6'
ONS 18"
6 SECTIONS 21'
9"
ON 18"
7 SECTIONS 21"
14'
ONS 21"
-
14'-3'
ONS 18'
3 SECTIONS 21'
.14-6'
ONS 18"
USECTIONS
4 SECTIONS 21"
14'-9"'
NS 18"
5 SECTIONS 21'
15f
NS 18"
6 SECTIONS 21'
15'-3'
NS 18"
7 SECTIONS 21"
15V
N 18"
8 SECTIONS 21'
'-9"
9 SECTIONS 21"
-
•'16' .
6 SECTIONS 18"
4 SECTIONS 21'
0 1
1
158 DIA. GALV. AIRCRAFT TYPE ® T\
EAU & NICO-PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
O
6"X3"X0.1" L /
STEEL PLATE L� o o
WITH (2)'#14X 5/8" SMS 1--1
BRACKET • BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8" X .010"
STEEL PLATE
CENTER STILE WITH (4) #14 X 3/4" SDS
OUTSIDE
HANDLE END STILE
LOCK BAR GUIDES
INSTALLED ON END'STILE
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER
(6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT
CENTER STILE
CENTER STILE -I
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(3) 5" WIDE Af 7" D.C. MAX.
OPENING AREA NOT TO EXCEED [COLONIAL DESIGN
I`MAX. DOOR WIDTH
\-OPTIONAL FLUSH -FAiI
WOODGMN DESIGN
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
DAB DOOR MODEL 824
MAX. SIZE g'-4" WIDE X 16'-0" HIGH
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WITH (4) #14 X 5/6' SMS
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
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.18T X .6W LOCK BAR
ENGAGES IN TRACK
' ON EACH, SIDE OF DOOR -
- GENERAL NOTES
o
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION' INCLUDING
HIGH VELOCITY HURRICANE ZONE
Engr. DR. HUMAYOUN FAROQQ
_qIjUCTURES
FLA. PE t 15557
L$emIcF*EvI"
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ALTERNATE TO LOCKS SHOWN ABOVE
2. ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS
CAN. 538
lB�WingG4
ANCHOR EMBEDMENT TO BASE -MATERIAL SHALL BE BEYOND WALL Ar lb 0 2 0I
DRESSING OR STUCCO. O
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL �-
4. ANCHORING OR LOADING •CONDITIONS OTHER THAN THOSE SHOWN IN11 drawing no:
01 _On,,
THESE DETAILS ARE NOT PART OF THIS APPROVAL • � �7
5. A•LOAD DUPA71ON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. JAN 1 2009 Sh66t 1 of 5
FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEET 4
SOUTHERN PINE
0.55 S.C. EDG DST.: ••
1 1 1/2' MIN.
1.9" X 2.19" X 3.3" X .102"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
.024" STL PANEL
•OUTSIDE OF DOD
STEEL TRACK BRACKET FASTENED SOLID 'BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
(FULL X THREADED)
LAC SCREW INSTALLED IN 9/16" DIA HOLES IN CENTER STILE
(FULLY THREADED)
ONE PER BRACKET POSITIONED AT EYE LEVEL
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
#14 X 5/8" SMS 3/4" X 2' X 2-1/2" X 18 GA. STEEL
6 PER HINGE END STILE, CONNECT TO PANELS WITH
1/2" X 1-3/4' X .059° FORMED STEEL FLAPS AND 3/16" ALUM RIVETS
GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE
END STILE WITH 3/16' POP RIVETS ® 12" D.C.
1-7/8" X 2-5/8" X .045" STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16" RIVETS
y POP RIVETS
�
41 874 % 5/8" S.M.S.
11 r 4/ HINGE
FASTENED TO •TRACK PLATES j 7/16" PUSHNUi
.W/•`1/4-20 X 5/8" TRUSS HD: INSTALLED ON ROLLER SHAFT
SLOTTED M.$. k LOCK NUT
24 GA. STEEL PANEL of
3/16" ALUM RIVETS [�
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END SNLE
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ANCHORS: Im M
M
p) 3/8" DIA POWER -BOLT BY 'POWERS' W
2" MIN. EMBED INTO CONCRETE QV" Q
1-7/8" MIN. EDGE DISTANCE [ Z U7
B) Vie" roe H c FEVE BY 'HILT' Q W
1-1/4" MIN. EMBED INTO CONCRETE OR 'FILLED BLOCK torn I
1-5/8" MIN. EDGE DISTANCE INTO CONCRETE O O 3O
a s
4° MIN. EDGE DISTANCE INTO FILLED BLOCK U O• Z
EDGE CONCRETE f'c = 3000 PSI MIN. 0)
DISTANCE C-90 GROUT FILLED BLOCK Pm 2000 PSI MIN. Q' 0)
.: ". • I
ANCHOR TYPE A OR B
111 PER BRACKET
S E SHEET 3 FOR BRACKET• SPACING
U U
I
`1/4-20 SS BOLT & NUT
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N O
R8.
7-1/2" X .050" GALV,, STEEL
CENTER'HINGE
7-1/2" X 3'•X .071"
m
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•
SECTION B-B
END ROLLER HINGE
1.8: CIA X .50"
�—
NYLON/STEEL ROLLERS
W/ .44 DIA. X 4-1/4" STEM
.••
Emg DR. HUMAYOUN FAR000
PRODUCTIEVISHD
Q
INTERIOR SIDE
•
FLI. PE f 16557 '
as tampb*witb � Fbwfb
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01-09
JAN 13 2009
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' .-SECTION
` A -A
7P RIVETS
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
2-3/4" X 5-1/2' X 3" X .104"
_
D 5/16" SLEEVE ANCHORS
/GALV. STEEL
TOP ROLLER BRACKET (DOUBLE)
WITH 1-1/4" EMBED INTO MASONRY
FASTENED W/ (6) # 14 X 5/6" S.M.S. _
_ 3 PER BRACKET
090 T'HK. GALV. STEEL ADJUSTABLE
• SLIDE FASTENED TO BRACKET
2-1/2" X 4-1/4' X 13 GA. STEEL PLATES
Wf 5/16X 3/4" HEX HEAD -
WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
M. SCREWS &NUTS.
TRACK \
WITH (4) 1/4-20�EN
BOLT &NUTS
=
REINFORCEMENT
\HORIZONTAL
1/2" X 1-3/4' X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RNEiS
2" X 5-1/2" X .104"
GALV. STEEL
FASTENED W/ ) 14 X 5/8" S.M.S.
'
'
T0VROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .059" FORMED STEEL
TO PANEL AND FASTENED TO
/GLUED
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
---5/16" MEETING RIB
,
Y
1.82" DIA. X .50" ROLLERS
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�W/• DIA. X 4-1/4" STEM
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OPTIONAL INSULATIONS:
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m
m
BY 'DYP s. T PRODUCTS
EPS-EXPANDED POLYSTYRENE
DENSITY - 1.05 PCF
m
N.OA. #07-1107.08
'
OR
--ISO-25 POLY-ISOCYANURATE
m
• DENSITY - 2.0 PCF
' N.O.A. 007-0301.10
OR
'INSULFOAM
m
BY LLC'
DENSITY = 0.92 PCF
N.OA #07-1016.07
m
'
m
\74 GA GALV. STEEL
ROLLER HINGES FASTENED
,
m
W/ (4) #14 X 5/8" SMS
MIN..024" ROLL FORMED STEEL PANEL
'
DRAWING QUALITY G-40
Ulm VILIn cTecurTu .-. •�A Vc,
12 GA GALV. STEEL
BOTrOM BRACKET W/ (4) #144 X 5/B�SMS ENED
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. ® 4B" O.C.
AND RUBBER WEATHERSTRIPPING
TRACK *CONFIGURATION
HORIZ. TRACK SUPPORT,
CENTER SUPPORT READ. ON DOORS
EXfiEEDING 8 FT. IN HEIGHT
11 II AF1
uA .."_.
TRACK LENGTH = OPENING HEIGHT PLL
GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. ANGLE-
SPOT WELDED TO HORIZ. TRACK
► t aQ
WITH TWO WELDS AT 1-1/2" APART
m
FIRST AT 3" D.C.
o
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
m %
W/ 3/8-16 X 3/4"'BOLT &NUT
AND TO SPRING SHAFT GUIDE WITH
0 m l0
N I�
(2) 1/4-20 X 5/8" BOLT & NUT
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IIL V
IL
2-1/8"�Xn11 X?O80
SECTION A -A
q
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g a a o H
0 0�0�
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LL'W u�l LL o
• SECTION HEIGHTS
BRA
1ST
2ND
3RD
4TH
5TH
B1
82
B3
94
BS
96
B7
88
1B"
18"
18"
18"
N/A
1"
11-3/4"
23"
34"
45"
56".
67"21"
h
18"
18"
21"
N/A
1"
11-3/4"
23"
34"
45"
56"
67"21"
21"
21"
21"
N/A
1"
11-3/4"
23"
34"
45"
50
67"18"
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"
67"
78-1/4"
'-SECIIUNS ARE NUMBERED STARTING AI 1HE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1.9" X 2.19' X 3.3' X .090"
STEEL TRACK BRACKETS
2-3/16" HIGH .
CONNECTED TO TRACK WITH
0) 1/4" BOLTS & NUTS.
0 0
OLd
p1
� W M
Z F ui
roLd.m
Nm0 I
O 03
c~i 0 Z
U) 0
(Qp O7 J
Q �S'0
0 Z U N
• a u � m
I -go
y i ado
O N m
VERTICAL LIFT HIGH STANDARD LIFT LOW HEADROOM ` 0,0c a m
DOUBLE TRACK AVAILABLF_ TRACK OPTIONS
• o
Engr. DR..HUMAYOUN FAR ,gOQ PR.ODucr RB jup 1
STRUy"TURES as 0moyly Ma dw F7mwa
flA PE { 16557 Holdlev (pdc N 1
CAN.
`538
•! v°d
l�4lm� drawing no.
JAN 13 2009 01-09
5/16' X 1-5/8"
LAG SCREWS
' AT 12' O.C.
UILDING
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHAD, BE FRAMED SOLID 'BY NOT LESS. THAN
(3) 2X8 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
MOOD BUCK CONNECTION TO MASONRY
TRACK SHAD. BE SECURED WITH CONr. STEEL ANGLE TO PRESSURE
TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/ULTRACON BY 'ELCO' WITH SPACING OF 4 •
I.F.C." INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED '
16" O.C. INTO'3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF
14' O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. -EMBED
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3' MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
24' O.C. INTO 3000 PSI CONCRETE. WITH 2-1/2' MIN. EMBED
2" MIN. EDGE DISTANCE
3/8" HLC.SLEEVE BY 'HILTI' WITH SPACING OF
17" O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4' MIN. EDGE DIST.
18" O.C. 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 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS S ALL BE CONTINUOUS'FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS 13Y OTHERS .
v o
. I
O
a
02 o
I a�
pb a
O'no: tum 0
llaQo
0y8md
m
Q �.2
a to
ANCHOR SPACING O 10
ANCHORS STRUCTURE REMBE-DSPACINGG JEDGDIST. O 3 8' HLC SLEEVE BY HILTI CONC. 3 8 •HLC SLEEVE BY 'HILTI' FILLED BLOCKa<3 8" DYNABOLT BY rW CONC. .Z TSTEEL STRUCTURE BY OTHERS 3 B" OYNABOLT BYFILLEDBLOCK FMUST SUPPORT THE LOADS IMPOSED 3 8 POWER -BOLT 'BY POWERS CONC. — oD LdBY DOOR SYSTEM 3 B SLEEVE -ALL BY SIMPSONS CONC-a-I N rn p Ij
CONCRETE f'c = 3000 P51 MIN. Z K
C-90 CROUi FILLED BLOCK Pm = 2000 PSI MIN. F O ' C7 to
DIA. BOLTS U p Z
r WITH WASHER & NUT _ V) 0'
s I AT 12" O.C. MAX. m
IITI EDGE GIST.
f-1/4" X 2-1/2" X 14 GA �+
1-1/2" `—CONT. STEEL ANGLE 1-1/2"
iv
12 GA. GALV. STEEL �' ii n
FLIT BRACKETS f3" LONG 41 `:
AT 12" O.C. IN DOOR OPNG.
AT 18" O.C. ABOVE DOOR OPNG. t
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE 2-1 8' X 1' X 14 GA.
• GAL STEEL TRACK v z @ �.
•FASTENED TO TRACK PLATES
W/ (2) 1[4-20X5/e" TRUSS HD.
SLOTTED M.S. & LOCK NUT '
No ao�
ALTERNATE TRACK INSTALLATION m
Engn OR.' f UIdAY01JN FAROOQ PR011C1CTlt&y n
STRUCTURES s0ommlyll�=�mmu N
FIA. PE t 16557 gu�E"ode
CAN. 53B _ / $
z3.
ay
Mi;�.
am drawing nol;
01-09,'
JmA 1 2009
sheet 4 of 5'
S
* PLASTIC COMPLIES WITH 1 I 4, of
DOOR PANEL SECTION 2612 OF FBC 2007 I
0
24 GA. (.024) STEEL -MIN. SEE EVIDENCE PAGE lo�'1
• I Z nlf�l
Fib
1.765
1.725
7/16" OIA, WASHER 1.144 L
0�v
% 1 IL
0� v
1 #8 X 3/4" SMS 21 3/4" I �,8 , OF ¢
O1 1 0 3/8" FROM ENDS MAX. .176. h-
A I I11 1 1 AND 7" O.C. MAX. WDW. WIDTH 0 rA
1 ' I!E „ * EXTERIOR FRAME * INTERIOR FRAME w 0'�
F 1 1, 1 (4) Se X 3/4' SMS 18 1/8' RIGID PVC ONE PIECE INJECTION RIGID. PVC ONE PIECE INJECTION 3 6
1 ,00
I111 ��` 0 1-3/6" FROM ENDS \ 0 u' ? N M
1 1111 1, 1 AND 6-1/2' O.C. MAX. n° .I p
�g ° aHl
I11j A B C
IIII .175 X .052 DEEP
I111 GROOVE ,
IIII
IIII
CJ C3
IIII '1/4" POLYCARBONATE LEXAN / O t7
' , I,7 M
BY SASIC INNOVATIVE- PLASTICS L S
NOA #08-0305.02. C7
III 0 (U -!•
Z�(n'�
p :y a O % a0 L
= 0 Of i { -1 (!I 0) C3 1
c !11! 0 03
1 1
Il li 0 U O z zz
IIII (n Q ^ .°m..
El El ED El
I.i
IIII O
I111 •• '
I!I 175 X .062 DEEP re
a rc
I j j, GROOVE $g c
7
111 i (4) B8 X 3/4" SMS INSIDE ELEVATION g
111 1 , ® 1-3/a' FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS w TaJ S
• I Ui 1 AND 6-1/2" O.C. MAX.
1 #8 X 3/4" SMS O
O1 111 I 1 0 3/8' FROM ENDS 175 X .062 DEEP rn
B �\ j AND 4-1/2" O.C. MAX, - GROOVE N m
0
% o
0
J8 X 3/4" SMS 1 i 1
® 3/8' FROM ENDS ,
AND.7" O.C. MAX.
0
- - - - Engr. DR: HUMAYDON FAROOQ pR�'jl�y,p = a
7/16" OIA. WASHER � _ _ _ _ _ _ _ _ _ _ _ _ _ _ STRUCTUR^eS pi0lyw'iii HL`Ilui�
FLA. PE 15557 1 -- CAN.
. 'DOOR PANEL
EXTERIOR
DOOR PANEL 24 GA. (.024) STEEL MIN. 15/16" MIN. 1 F�-TR i7edmacomw drawing no.
24 CA. (.024) STEEL MIN. GLAZING BRE D.L. OPG. DIYI$4DN
` WINDOW WIDTH JAN.1 2009• 01-09
sheet 5 of 5
des
l " -
r
rapier 16, Section 1612, (1)(4)
.nd to printer 15ays a to Com- puterl
L2.1.4 The live loads set forth herein shallbe assumed to include the ordinary impact'but where loading involves unusual
pact, provision shall be made bq increasing the assumed live load.
ABLE 1609.6(1) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDINGWITH A MEAN
)OF HEIGHT OF 30 FEET LOCATED -IN EBPOSIIRE B (psi)
EmCnYR Wzm
AREA
Fvfdth Fleigfit
(ft) (ft) 85
- 3 second
100 I -li0 120 130 140 I 150
8
10
105 -11.9
10.1 ' -11.4
11.7
11.4
-133 143
-12.7 14.0
-16.4
-15.7
175
' 17-
-199
-I9.0
209
202
23.6
227
24S
23.7
27.7
26.6
28.4 -32.2
275 -3D.8
32.6 -369
31.6 -35.4
B
10
14
14
10.0 -im
ID.S
-]20 13.3
1-14.9
16.1
1 -17-9
1 922
1 21.4
1 225.
25.1
1 26.1 1 -29.1
30.0
• hAlUl tuc�L.lc � lv
9 1 7 1 11.4 •-129 i28 -145 15.8 -179 19.1 216 22 S -25.8 JIMRAI .2
Dr SB 1 Sgaare foot= 0S29 mZ,1 mph = 0.447 m/s,1 psf= 47.98 Wm2
For efeoctive areas or wind speeds between those given above the load may be.m�olated, offierwim use file load associated with the lower effectfve area
Table vilnes sliall be adjnstadforheight and expos 61;y mnitk9yi3g by adjnctment coefficients in Table 1609.6(2). '
Plus and ndnus signs mgoify r ssmms actmgtuward and away from the building smiaces
Negative pressures asses door has 2 feet of width in buildings end zone
ABLE I.609.6(2) ADJUSTMENT FACTOR FOR RUI LDING HEAGELT AND OSURE, (1)
IJJEAN GOOF I3EZGHT
=09DRE
(feet) -
B
C
D
15
1.00
121
1.47
20
1.00
.129
1-55
25
1.00
135
1.61
30.
1.00
L40"
1.66
35
1A5
1.45
1.70
40
1.09
•1.49 '
1.74
45
1-12
.
1.53
1.78
50
1.16
1.56
1.81.
55
60
1.19
159
1.94
122
1.62
1.87
)rSL• 1 foot =304.B mm
AM tab]e valves sfiaI1 be
adJttsted for other exposn-es and heigfiis by 1 ' .
�p ymg by the above coefficients•
L.fcertse €arms • PYtfracy P���y
M*Iz r--
rliecod �10n CO .
es,c�ta mlc-exe�cpage
,(Z?p 't
�' g- h
. CW& content%5Con11�e . '.