HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE'COMPLETED FOR APPLICATION TO BE ACCEPTED
Date:.- Permit Number:
• RECEIVE.D
Building Permit Application
Planning and Development Services NOV 3 ® 2018
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982 ST. Lucie County, Permitting
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line(��
:..PROPOSED,IMP,ROVEMENT LOCATIO`N."
Address: 65(.(. 5 e dd,n ,✓e 4y C r 2 rL 3V
Legal Description:_ 0.4 t 14 a, Z 4074- fL
Property Tax ID#: Lot No.
Site Plan Name: Block No.
Project Name:
Setbacks Front Buck: Right Side: Left Side:
DETAILED DESCRIPTION OF-WORK:
TeeY av4- n4W 10-P Sq �l�- O/'d I&X7 RarL54e /dcpc -red ref/11c
CONSTRUCTION INFORMATION:
Additional work toa er orme un er this permit-check a appy:
❑_HVAC E] Gas Tank ❑Gas Piping _ShuttersWindowsfi.o�
Electric ❑ Plumbing ❑Sprinklers FIGenerator Roof Roof pitch
Total Sq. Ft of Construction: Sq. Ft. of First Floor:
Cost of Construction:$ OD. Utilities: D_Sewer 0 Septic Building Height:
OWNER/LESSEE.: CONTRACTOR: .
Name Albcr-t z Sc1,Lo e c4f-z Name:
Address: �,S G s�ff rc���rl �i r✓G✓ D>� Company:
City: F'a!-F ,S�_ G✓cry State: L Address:-27/ !Si,,) /Ltke-cco ,J
Zip Code: 3 V2 93 Fax: City: pd,6- - S1- . 1-a c -e State:-C.-
Phone No. 772.- 3'fZ - . 733 Zip Code: )y el r-2> Fax:
E-Mail• CL Il cf4-L -moi?i c lovJL• C Phone No. 77 Z- ZD 1 - t;-3 to �(
Fill in fee simple Title Holder on next page(if different E-Mail: <y5—,Co. N4•tio d C ^^
from the Owner listed above) State or County License: -A0ang
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
ti
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _Not Applica e
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE H R: _Not Applicable BONDING COMP Not Applicable
Name: Name:
Address: Address:
City: City:
Zip- Phone: Zip: Phone:
c
OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or reco i. ur Notice of Commencement.
Signature of Ow r/Lessee/Contractor as Agent for Owner Signature of Contractor t igAnse Holder
STATE OF FLORIDAA< STATE OF FLORID
COUNTY OF l� COUNTY OF
Ther ping instrumerit was acknowledge efore me The fly oing instrumenit was acknowledge before me
s day of v 20 by this J day of y 20by
Name of person making statement Name of person making statement
Personally Known OR Produced Identification Personally Known OR Produced Identification
Type of Identrn Type of Iden ' 'ea bn
Produced Produced
(Signature of Notary Pu lic-State of Florida) (Signature of Nota Public-State of F r' a
``tidy pVB'i KAREN F. N'I,ELSEN
Commission No. .��������, KAREN S EN Commission No. ° �0.State of Flor( Ik;tary Public
W"M
&-State of Florida-Notary Public op Commission # GG 207484
Commission # GG 207484 ,o�oF��o°:�. My Commission 8xpires
` M '�������" Juno 12, 2022
June 12, 20 2
REVIEWS ISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev, 8/2/17
RECEIVED
MIAMINOV 30 201$
DDADE MIAMI-DADE COUNTY
® ST. Lucie County, Permlttln2
----PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/eeonomy
DAB Door Company,Inc.
12195 NW 98'h AvenueLE,
"
Hialeah Gardens,FL 33018 0 �
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 RER-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. RER 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 up to 16'-2"w/
Window Lite Option(DP+27.0,-30.0 PSF)
APPROVAL DOCUMENT: Drawing No..03-06 Rev L,titled"Sectional Garage Door", dated 09/30/2003
and last revised on AUG 17,2017, sheets 1, 1.1,2 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
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 J
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#16-0330.03 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed.by Ishaq I. Chanda,P.E.
NOA No.17-0919.12
MIAMI•DADE COUNTY
Expiration Date:August 14,2021
Xul
Approval Date:December 14,2017
Pagel i
l
P
i
I
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 03-06,titled"Sectional Garage Door", dated 09/30/2003,with last
revision K dated 03/21/2016, sheets 1 through 5 of 5,prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NDA # 08-1106.05"
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 DAB 824 24ga sectional
garage door,prepared by Hurricane Engineering& Testing,Inc., Test Report No.
HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0915.1211
2. Test Report on Large Missile Impact Test per FBC,TAS 201 and Cyclic Wind
Pressure Test per FBC, TAS 203, of"Sectional Residential Door with Windows",
prepared by Hurricane Engineering&Testing Inc., Report No. HETI 03-1348A,
dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
3. Test Report on Uniform Static Air Pressure Test per FBC, TAS 202, of"Sectional
Residential Door"prepared by Hurricane Engineering&Testing Inc., Report No.
HETI 03-1337A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
4. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc, Report No. HETI 03-T058, dated
10/31/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
"Submitted under NOA #03-0210.04"
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 10/28/2003,
signed by W. A. Jackson,P.E.
C. CALCULATIONS "Submitted under NOA #14-0814.07'
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated
09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad,P.E.
Ue,
Ishaq .Chanda,P.E.
Product Control Examiner
NOA No. 17-0919.12
Expiration Date:August 14,2021
Approval Date:December 14,2017
E-1
i
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA#09-0324.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 01/20/2009, signed and sealed by Humayoun Farooq,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics,for their Lexan
Polycarbonate Sheet Products,approved on 12/10/2015 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
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.
5. Notice of Acceptance No. 15-1203.04, issued to CeIlofoam North America Inc,for
their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted under NOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are 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.
7. 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.
S. 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 the 51 edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad Ahmad,P.E.
i
Ish q I.Chanda,P.E.
Product Control Examiner 1
NOA No.17-0919.12 i
Expiration Date:August 14,2021
Approval Date:December 14,2017
E-2 t
z
DAB Door Companv,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 0306 Rev L,titled "Sectional Garage Door", dated 09/30/2003 and last
revised on AUG 17, 2017, sheets 1, 1.1, 2 through 5 of 5,prepared by Al-Farooq
Corporation, signed and scaled by Javad Ahmad,P.E.
Note: This revision consist of editorial changes to comply with FBC 2017.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06,issued to Insulfbarn, LLC,for their
Insulfbam Expanded Polystyrene Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products,LLC, for their Dyplast
ISO-Cl Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 15-1203.04,issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, expiring on 02/24/2021.
4. Notice of Acceptance No, 15-0915.08, issued to SABIC Innovative Plastics,for their Lexan Sheet
Products,expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of conformance to FBC 2014(51h Edition)and FBC 2017(0 Edition),
prepared by Al Farooq Corporation, dated 08/17/17, signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1. This NOA revises NOA#16-0330.03,expiring 08/14/21.
lgfiaq L Chanda,P.E.
Product Control Examiner
NOA No.17-0919.12
Expiration Date:August 14,2021
Approval Date:December 14,2017
7-I/2'X 2-1/4'X 18 GA -- PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4'X 0.1' OPnONAL DOOR NEWER
GALV.STEEL CENTER HINGE %O STEEL PLATE WffH ONE 5/18-18 MS Y(/NUT TO BE INSTALLED AT ��V m
W/(4)174%5/8'SMS /IASTEKED TO ENO STILE WI1H ANY CENTER STILE n
O WITHOUT DELRON SLEEVE(STD.) OO 1111 (6)d14 X 3/4'SELF DRILUNG SCREWS Z
0 7-1/2•X 3'x.071•cAI.v.STEEL i7 C
END 1 X 5/HINGE ` �4y
W/<s)dta x 6/B's o o I CENTER STILES I- A F
WITHOUT DELRON SLEEVE(STD.)1 / SEE SCH.'A'
WITH OELRON SLEEVE(OPTIONAL)11
0O
0 7-t/2'X2-7/4•x.071•
STEEL CENTER NMCE ® yWI
W/(4)d14%5/8'SMS LOCK
WITH I C G N
MTTM OEAON SLEEVE(OPTIONAL) 2/DOOR 1�1
l $$
CENTER HINGE W%.15 TNK.`UTCHMeI m Q a y 8 t
z A
l srANDARD LocKI e- 4 ff d
SPRING LEADED SLIDE BOLT(BOTH SIDES) 8 tj($ i 8 LLy O m^�C
FASTENED W/(<)014)(1/2-S%M.S-----
I
__`` ® �.• 5
5 MIN.LOCK ENGAGEMENT
4 a l
CONFORMS TO SECTION 1008 REGARDING GARAGE DOdR $ g
.158 DIA CAIN.AIRCRAFT TYPE _O O- _ - 7 .I Q
CABLE&NICO-PRESS SLEEVE
W/MIN.S TO 1 SAFETY FACTOR
�' O 111('
0 ..
2-J/41W(5-5/B'IDf.C90'TFIX. 11 O II pQ 0 m
STEEL
ATE,
111 --�LST--•� � I�j
WITH(3)114%3/4' 1`UO J m
SELF DIBLUNG SCREWS
BRACKET BRACKET 'm
STD.LIFE DOOR LOW HEADROOM i __ ___ ___ ___ ___ _ _ ___I=_ O o
DOOR OPTION 11 U v i
o?5*W VENTS I B
7-7 B'VOCT-1 B'H%.010"THK. ((b3f�)5'WIDE AT]'D.C.MA%. COLONIAL DESIGN OPTIONAL FLUSN
ATE/ 120 5 M NOT TO IXC® NA% DOOR WIDTH
WOOD CRAM DESIGN to N e g
16'-2' N O V
TND SnLE INSIDE ELEVATION _
CENTER
ST
ILE RAISED PANEL EMBOSSED DOOR
OUTSIDE FRODUCC REVISED
19
DESIGN PRESSURE RATING = +_270 PSF
NANDLE �mopyl i16 my T•twTsa -30.0 PSF C
114%3/4'SELF ORIWNG SCREWS MAY BE USED �� yG
IN OEU OF d74 X 5/B'SMS A[celNe�tt No 'd4f4'I7_ DAH DOORS INC. �^ A
LOCK BAAGUIDES Ihplrlk.Dole AU4141?,Lj Hurricane Master®Model 824/811 .
INSTALLED ON END STILE uWITH(4)114 X 5/8'Sus A ( Moz.Size Lite X 16'-0°High With WindowLite Option cx t'w LocK BAR GENERAL NOTE2 22
EGAGES IN TRACK 1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT g
ON EACH 510E OF DOOR REQUIREMENTS OF THE 2014(5TH EDITION)/2017(8TH EDITION)FLORIDA
OUTSIDE KEYELOCKLOCNWGD (OPTIONAL) BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
LOCH BAR SHOWN 2.ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS 11008 TE51FB IN ACCORNMCE WTIH ME REOVIREMENTS or FLaaM -g a_ H
ALTERNATE TO SPRING LOADED SUDE BOLT AND INSTALLED PER MANUFS INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE BURRING CODE.TAS-202,TAS-207&TAS-20J FOR INH2 MID a
LOCKS SHOWN ABOVEMATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ASTLI E1886-09 ASTM E1896-09.
3.A LOAD DURATI
ON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 1111 L11 111((((A7]]
4,MATERIALS INCLUDING BUY NOT LIMITED TO STEEL/METAL SCREWS,THAT i,'i3 f 'y�� `1 ,n A
COME INTO
CONTACT WTM OTHER DISSIMILAR MATERIALS SHALL MEET THE �7 P�Y:.......... ^
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. �ICENSp , �� e
5.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION '=
FOR A Sf1E SPECIFIC PROJECT,i.e.UFE SAFETY OF THIS PRDOUCT,ADEQUACY
OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR 7
WATER INFlLTRATON RESISTANCE ETC. p t
CONDITIONS NOTSHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL. TATEOF drawing no.
6.MAN
UFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ^�• OR19P' ���� Q3—Q6
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE
LABEUNG TO COMPLY WITH SECTION 1709.9.2. 71(��dAL X1111 sheet 1 of 5
P
0
0
0
0
K
g mR
s4
DOOR W M a
HEIGHT CONSISTS OF U e h
¢a!
6'-6' 2 SECTIONS 18'2 SECTIONS 21' E
7' 4 ui
6' SECTION 18' 3 SECTIONS 21' 0 m C o
7' 4 SECTIONS RI'- U m v l
7'-8' 5 SECTIONS 18'- CENTER STILES
7'-9' 4 SECTIONS 1B'1 SECTION 21'
8' 3 SECTIONS 18'2 SECTIONS 21' SCHEOUIE'A' to N to
8'-3' 2 SECTIONS 18'3 SECTIONS 21' ®®��® CENTER STILES CONFIGURATION mm rn u
8'-6' 1 SECTION 18' 4 SECTIONS 21 DOOR WIDTHS _LOF CENTER SIRES PRODUCT REVISES? =1=
B'-9'15 SECTIONS 21'- 8'-0'TO 6'-10' 2nar 91,1;wNE dM FImh+ O
B' 6 SECTIONS 18'- I 8'-0'lb 0'-10' I 10'-0°TO W-10' 2 .tb.dk
=m Coda l�4�
9'-Y 5 SECTIONS 18'1 SECTION 21' DOOR WID11S 12'-0'70 13'-10' 3 " •fZ
9'-6' 4 SECTIONS 18'2 SECTIONS 21' 14'-0'TO 15'-10' 4evfbe `
9'-9' 3 SECTIONS 18'3 SECTIONS 21' ®®® 15'-11'_ro 16'-2' 5
TO' 2 SEC110IS IB'4 SECTIONS 21' KIM
10'-3'1 SECTION 18" 5 SECTIONS 21' _
10'-6'6 SECTIONS 21'- -
10'-9'B SECTIONS 18'1 SECTION 21' 10'-0'TO 11'-10'
11' 5 SECTIONS 1B'2 SECTIONS 21' DOOR WIDTHS
II'-3'4 SECTIONS 18'3 SECTIONS 21'
1'
ISECTIONS-6'3 ONS 16'4 SECTIONS 21'
1V-9'2 SECTIONS 18'5 SECTIONS 21'
12' 1 SECTIONS 18'6 SECTIONS 21' IT
o
12'-3'7 SECTIONS 21'- 12'-0'TD 13'-10' -
12'-6'5 SECTIONS 16'2 SECTIONS 21' DOOR WIA n o
12'-9'5 SECTIONS 18'3 SECTIONS 21'
13' 4 SECTIONS 1B'4 SECTIONS 21'
13'-3'3 SECTIONS 16'5 SECTIONS 21'
13'-6'2 SECTIONS 18'6 SECTIONS 21' J '�� IAB e�,W.'•• ;�I�,Os
13'-9'1 SECTION 18' 7 SECTIONS 21' - w �;" CENBF"•;V 1
14' 8 SECTIONS 21'-
14'-3'a SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS = -92
14'-6'5 SECTIONS 18'4 SECTIONS 21'
14'-9'4 SECTIONS 16'5 SECTIONS 21' ®®O ®� b
SECTIONS 16°6 SECTIONS 21'
15'-3'2 SECTIONS 10')SECTIONS 21' _ _ _ IE OF ��t//� dfaw ng O0.
15'-8'1 SECTION 18' 8 SECTIONS 21' ,Ly
t'T .pry�C4•. \`�� �3—�6
IS'-9'8 SECTIONS 21'- 15'-IO 16'-2' I / ' -NaL�
18' 8 SEC710N5 18'4 SECTIONS 21' DOOR WIDTHS /TT MITIT11111 sheet 7.1of 5
24 GA.STEEL PANEL
i
FLAPS BEM OVER PANEL a
Otl0�4
1/2'PUNCHED HOLES- }I''0 4'O.C. NN n u
O `1
a&am s
I odpg
NTpBDCFNfiVK,Ep Q , F
I EINWTaIcw adBIk FbriL. (`Zap g
fFP1e1��g22 Q
SS
1/2'x 1-3/4'x 16 GA _ _ 0 1 t P'8r<S , •�� O
OPEN TUBE /Q.
®r &BOTTOM 3/16'ALUM RM'TS J o
Of EACH PANEL
O _ _ AT 4'O.G , : .024'STL PANEL K
(6)FOR 21'STILES O
O O (5)FOR IB'STILES OUTSIDE OF DOO p
BOTTOM SEAL OPTIONS C O M
SEE SHEET 4 ai 4
ENO STILE a 3 OL
STEEL TRACK BRACKET FASTENED W C p
1ST SECTION (BOTTOM) TO WOOD JAMB WITH 3 P r
5/1B'x 1-5/8'TAG SCREW INTERMEDIATE SECTION TOP SECTION
(FULLY THRFMED7 SOLID BRASS DOOR VIEWER p=
FOR CONNECTION OF WOOD SUCK ONE PER BRAC BY'SCHLAGE SECURRY HARDWARE' to m y
TO MASONRY SEE NOTE OH SHEET 4 OPTIONAL SKIP MOULDING
BY DOOR INSTALLER INSTALLED IN 9/16'AIA.HOLES IN CENTER STILE e^y o
p 14 x 8/8'SMS J 4'x 2'x 2-1/Y X a".SfEF1 POSITIONED AT EYE LEVEL o
6 PER HINGE END ST2.E.CONNECT TO PANELS WITH
1/2'%7,7/4'X OSB'FORMED STEEL FLAPS AND 3/16'ALUM RNETS
GLUED 70 PANEL AND SECURED 70 SEE DETAIL ABOVE
END STILE WITH 3/16'ALUM RIVETS 0 12'O.C. ANCHORS AT TRACK RRACTCRT: yy
4' A)J/6'OLl POWER-BAIT FfY'POWERS' G
° 1-7/8'X 2-5/8'X.049'STETL EDGE �1 2'MIN.EMBED INTO CONCRETE g
CENTER STILE,GW ED AND RVETD3 1 / R
I TO PANEL W/(4)3/18'ALUM RIVETS DISTANCE I t-7 B•MIN.EDGE DISTANCE o E: E
1 1/2'MIN. I ALUM RN/•ETS 11-3/16 B) :-2&
ou H1 5� Rv_Hn R' V 4
d 14%B/B'S.M.S. � '-I, 1-1/4' IN.
EMBED VETO CONCRETE OR FILLED BLOT]( O
I I 4/HINGE °•,'ti .�.I 1-5/e'MIN.EDGE DISTANCE INTO
CONpiETE Q g ¢
4'MIN.EDGE DISTANCE INTO FILLED BLOCK
7-7/16' .I
CONCRETE T I 30(10 PSI MIN.
C-90 CROUE FILLED BLOCK I'm 2000 P51 MDL
1ANCHOR TYPE A OR 8
1.9'x 2.19'X 3.3'X 12 CA (1)PER BRACKET _
STEEL TRACK BRACKETS SEE SHEET 3 FDR BRACKET SPACING
SEE SHEET 3 FOR SPACING V1,111111 Eft EAA qq
B
7-1/2'X.050' f
�1/41-20 SS BOLT
INTERIOR SIDE 7-1/z•X.071' &Nur -_ *
STEEL TRACK CENTER HINGE_&vm� END ROLLER HINGE 5'
14 GA X 2-1/8'X 1'(STANDARD) 1.82'DIA.X.50'STEEL ROLLERS STA.) TE CF •• � drawing no.
12 GA X J-5/16°X 1-1/2'fOPTIOt�W_)� 7/18'PUSHNIff 1.82'01A,%.50'NYLON ROLLERS(OPTIONAL)
FASTENED TO N PLATES INSTALLED ON ROLLER SHAFT SECTION B-B 2.75°DIA X.50'STEEL ROLLERS(OPTIONA) $V•''••••• GT� 03-06
W/1/4-20 X 5/8'TRUSS HD. 2.75'DIA X.50'NYLON ROLLERS(OPTIONAL) ``
SLOTTED MS.&LOCK NUT WBH 5'STEM rffl/111111 VV Sheet 2G( 5
3/16'ALUM RIVETS 5/16'%1-5/e'LID SCRflYS INTO W000 OR HOPo2 X 2 X t/8'HORR.ANGLE
2.TRACK SUPPORT. SPOT WELDED TO HORIZ.TRACK U
R' AT 12'O.G 5/16'SLEEVE ANCHORS CENTER SUPPORT RE00.ON DOORS WITH TWO WEEDS AT 1-1/2'APART
2-J/4'%5-7/2'%3'X.104' ' WI1H 1-1/4•EMBED IN MASONRY D(SEEDING 8 Fr.IN HEIGH FIRST AT 3'O.C.
CAM STEEL 3 PER BRMNEf II A�- REST AT 9.O.C. Y1
TOP ROLLER BPACKEf ON EACH
SIDE II 1 CONNECTED TO FIM BRACKET ANGLE Z
FASTENED W/(B)/M X 5/8'S.W.S. W/3/8-16 X 3/4'BOLT&NUT O
16'HIGH
090 THK GN.V.STEEL ADJUSTABLE 2-1/2°X 4-1/4'X 13 GA STEEL PLATES J AND TO SATING SHAFT GUIDE WITH
MOE FASTENED TO BRACKET - - WELDED 7D 1-1/2'%7-I/2'%14 G0.ANGLE -- A (2)1/4-20 X 6/8'BOLT&NUT Q IE n
W/6/I6-18%3/4'HD(HEAD - - WITH
(4)1/4-2UA55 NO Tar Nurs __ m
W 5/16-&NUTS. HORIL TRACK LENGTH=OPENING HEIGHT PLUS 12'
TOP BItACJ(Ef IIyy
(STANDARD) TOP BRACKET a°D w,
(OPTIONAL) }tom VERTICAL TMCK O Kr
LOW HFMROOM DOOR III II 14 GA M11.STEEL TRACK 2-1/8'%t'X.TIRO' SECTION A-A O D PFIt o
HOW20MAL REINFORCEMENT 1��1„-JIT IIII O.3
1/2•x 1-3/4•x.059'FIX4MED STEEL 2'x5-1/Y%.1pt' m Z p
GLUED TO PANEL AND FASTENED TO D2- STEEL
ADA-
VERTICAL 57M1E5 WTIH FASTENED W/(4) f4%5 B'S.Y.S. t SECTION HEIGHTS BRACKET PLACEMENTS aN $
(2)3/16'POP RIVETS TOF R U2R 6 TOR ODOR IL Z
HORRONIAL REINFORCEMENT LOW HEADROOM DOOR OPTION KEIGHT1ST 2ND 3RD 4TH 5TH Bt B2 83 84 B5 B8 B7 BS Q Z m
1/2'%1-J/4'%.058'FORMED STEEL e'-0' 18,11B,118'118*N/A 1'TO 2'11-3/4" 23' 34' 45° 58' 87' W
GLUED TO P0D-AND FASTENED TO 8'-8' 21'18'18'21'N/A 1'70 2'11-3/4' 23' 34° 45' 56' 67° c
VRUGAL STILES WITH
(2)3/1V ALUM RIVETS 7'-0' 21'21'21'21'N/A 1'TO Z'11-3/4' 23' 34° 45' 56' 67'
5/16•LEETNG RIB 7'-6' 18°18°18"1B'78°1'TO 2°11-3 4' 23' 34' 45' 56° 67' 78-1/4'
21'18'18°18.21'1'TO 2'11-3 4° 23' 34' 4S' 56' 67' 78-1/4•
PASRC/STEEL ROLLERS -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM "
0 1.82'DIA X.5D• FOR DOORS MORE ilB1V a FT.HIGH.USE MOIOONAL TRACK BRACKETB AT 10'O.C. 0
O W/.44 DLA.X 4-1/4'STEM u p rj m n
QQ C o
OPTIONAL INSULATIONS: 2S PROD::Cr REVISED O I C a NT s
m• e Do vac 1.9'X 2.IB'X J.3'X
150-25 POLI Y-IS ANUR h STEEL TRACK BRACKETS 8o ebC U''M6 N+e lioti4e J 6,t •m
ROADWS6 2.0 PCF CONNECTED TO TRACK WRM At�q Nw '� T '`2' Q U m 9 I
ROA 818-1108.04 mIt Z Z
OR )1/4'BOLTS&NVR.
BY'CE MAN,NORM AMERKS' C�+•
DENSFTY-1.03 PCF C 2
N.O.A.$15-1203.04 N D o
OR
'INCL n_mAM LLC'
DENSITY a 0.92 PCF N -
NAA#17-0221.06 _
O
® 14 Cl GALV.STEEL
ROLLER HINGES FASTENED TTI,-T�II�T----IIII��IIIII�II�I��IIIIIII
W/(8)/14)(5/8'51.15
XR
MOL.024'ROLL FORMED STEEL PANEL a a N
DRAWING OUAIIIY 0-40
MIN.YIELD STRENGTH-34 KSI TRACK CONFIGURATION z a
WITH PRIMER AND BAKED-0N
s APPl�TOP BOTH TEDSIDES COAT
VERTICAL LIFT HIGH LIfT STANDARD LIFE LOW HEADROOA7
12 cA cALv,IEEE DOUBLE TRACK
BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS
W/(4)I)14 X 5/8•SMS `AXltuul rrprr
p _ 7o-02BOTTOM SEAL 6
_u 5
SEE SHEET 4 OPTIONS - •T}_ g
SECTION A-A OF A� drawing nw
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES Ar�QAL EXA�A sheet 30( $
J 4• REINFORCEMENT
IN. 1/2'%1-3/4'X.056' �v o
/g%1•
MR YED Sim � C
DIST. SELF DRILLING SCREWBI-
1-1/2*
n
_i IN. OR ®B%1'
1-1/2'M
I E DIST. ? m 3/16'RNEX'STEEL IdYE75 OSELF DRILLING SCREWS a c
g . MULTICRIP W/DOME HEAD
63/16''TINE%'STEELAT Ig'O.C. ULTIGRIP W/DOME HEADREINFORCEMENT1/2'X 1-]/4'X.OSB'FORMED STEELO
i/4'Ol4 LAS SCREWS 2BY 1/4'DIA.UC SCREWS O C <
WOOD BU AT B'FROM ENDS 2000 BU AT 6'FROM ENDS
I AND 11'D.C.PAIL 1 AND zl'O.C.MAX. 8?h
W STPoP ADMTFR G7 ooO el
AlUYINUY W'SC P ADAPTER. Q¢�m
STEELME O
RUBBER WSIRIPPING RUBBER WSIFUPPING 0,g•L6
QC:N_Q
050 C'
.5J4 ,700 .040 J48 Q�j
�F�1.750--L� 1.790 .1—r
PRCn1KTP4e6+=
w mm
BOTTOM SEAL OPTIONS bm+deR=' T J9.
OPTION 'A' OPTION pnLI
WOOD BUCK CONNECTION TO WOOD SUBSTRATE'(WOOD SPECIFIC GRAVITY SC-0.55 MIN.) p m n
THE INSTALLATION N-RHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT C C,
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDMONAL CJ.CUTARONS/DESGN W T d M
WILL BE REOIARED FOR DESIGN OF GARAGE DOOR ANCHORAGE ANCHOR SPACING
FOR DOOR REPLACEMENT APPLIGRONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHORSI STRUCTURE I EMBED ISPACINGIEDGE DIST. o
VQUFlED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. d r
J B HLC SLEEVE BY HILA EBLD 1-1 4 B' 1-5 B
3/8' ,y
HUG SLEEVE W'HLT FILLED 1-1 4' oo c e
5/1fi'%1-5/e'
3/8 DYNABOLT BY'RW ED M 1-1 2 6' Cz°i v a
3 6'DYNABOLT 6('DW FILLED BLOCK 1-1 2 6' ]-J 4
AT 12'OC NMUST SUPPORT STRUCTURE
HE ODDOTHS IMPOSED 30-POWER-BOLT BY CONIC. 2' e' f-7 B V o Z 0 n
BY DOOR SYSTEM 3/0-SLEEVE-ALL BY-SMPSONS CONC. 1-1 2 8' I-7 B
CONCRETE fb a 3000 PSI MDT. N y
5/1fi'DA BOLTS X90 GROUT FILLED BLOCK Ym.2000 PSI MIN.
.
FIREWASHER L NUT ONNECTION TO MASONRY T 12'D.C.MAX H. I�DIST. o
PRESSURE 7RFATED'2Xfi SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I I
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC.COLUMN WITH
I/4'UURA 0"BY'ELOO'WITH SPACING OF `, I
14'O.0 INTO GROUT FILLED BLOCK WALL,WIDI 2-1/4'MIN.ENBEO _// ^
18'D.C.INTO 3000 P9 CONCRETE,WITH 1-J/4'MIN.EMBED
r
7C .42µ/LYE%14 GAI-1/22-1/2'NIN.EDGE DISTANCE 1/_'TAPPER BY'POWERS'YV11H SPACING OF
12 GA GALV.STEEL 5 P
10'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1 2'LBM.EVRED 1 18'X 2-1 2 FIAT BR4CNEL5 J:3'LONG
12'O.C.IMO 3000 PSI CONCRETE,WITH 1-J 4'NIH.EMBED / / AT 12'O.C.W DOOR OPNG. 2-1 B'%1'X 14 GA. a
J'YIN.EDGE MSTANCE / FILLET WnDS GV.V.STEEL TRAGI( S
AT 12'O.C.MAX. AT 18'O.0 ABOVE DOOR OPNG. FASTENED 10 TRACK PLATED
CONNECTED TO CONI.IWCIE W 2 1 4-20X5/8'TRUSS H0.
J/8'CONFLIX BY'ELM'OR
W/(3)SPOT WELDS AT EACH SDE ({
J/6'LDT BY'RW'WITH SPACING OF 0 S.@LOCK NUT Y n e^
24'O.C.INTO 3000 PSI CONCRETE.WITH 2-1/2'MIN.EMBED CONTINUOUS ANGLE TRACK REVERSE TRACK GOWiN0005 ANC-lF TRACE( d a g..o
3'MIN.EDGE DISTANCE TO WOOD BUCK TO STEEL TO CONCRETE AMC FILLED BLOCK I
3/8'HLC SLEEVE BY'HILT'WITH SPAGNG OF
B'D.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED,4'MIN.EWE DIST. 6LTERNATE TRACK INSTALLATION '
O.C.IWO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND T�`y I11111II II A
2-1/2'MIN.EDGE DISTANDE ••_ f YNAI�pA JA AAV�i qq W:... ,��i R
JAMBS BY OTHER
S ��� 1P`uGEYSF"•,.
ENGINEER OF RECORD OR ARCHITECT 70 VERIFY -
ADEOUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM. {T a
FOR WOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTAIJARON MAY BE REVIEWED AND APPROVED BY '
BUILDING OFFICIAL UPON INSPECTION. OFF drawing no.
MNLOIUM FMERgR(+)LOAD PER JAMB (78.16'X 27 PSE)/2-218.2 LEDs Der R iP�s••"""''� �3—�6
MAXIMUM INTERIOR(-)LOAD PER JAMB-(16.16'X W PSF)/2.242.4 Lbs Per FL VA SJ fl(�• N
'F O11111LINTY sheet 4Df 5
WINDOW MDGM
O0.L aPC. O
IXTERIOR •
L_ ------------............
�P
ei
Tex
aP.
s
141/4'W.
g o - WDW.HEIGnr
P o
�� 10 5/B•MAX,
�m D.La.
'Oo�N III r ro
0
�� III �.\� •\\a` \\\\� \\\\\ .\\\1\ i°�m ��y
III
II!
Ilii 111 11
m
\\\` \\\\\ .•:\\\ .\�`
Tj
l lil!
I! 111 III
i
$ iiii III it
13m .
I'' g M
III ��m
o
z�� III
s�€ �om III
o�$ r A� III '•\\� �\C. .�\\� \\\� \\\\.
� � a
a =�
. III P r
r ? o
O III O -o•
f 1J. O IIIEl
.\\\\ 1111
.\\\\
mz III ?
. 0 O L:
y ±�
Z n III
y�°.•" � ••;.y-, - III �* �"
�•:� IIIZO �--
;��+.•
"/nn a mai z
MVI910n9: eser SECTIONAL GARAGE DOOR AL-FAROOQ CORPORATION 0
m W£
no�ate- x I�omms DAB Door Company, Inc. 936lN�itS&PRODUCT'DEVELOPMENT l
to a ++.oaaa —Pm—coaueos P Y' 9380 SUNSEFDRWE,SUTiE210 T
dr.ty.TMp NO aw1cE VE sNEET 1219$N.W. 98th Ave. MWMt,ILORIDq 33iTd (C.A.�T.3638) /+
u tT'o •,,.,1,c �D.av uvonlm Hialeah Gardens, Fl. 33018 TalBoSt zBo-eaoo PBx.tsos,z6z�BTe V
°^"°Y � oaozn uvM1m ro ron vnc TeI:(Boo)z57-2a1s Fax:(305)362-8212 GNL1G a3-aslulR