HomeMy WebLinkAboutSUBMITTED PAPERS6
DATE:
PERMIT
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
-- BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982 C
�.. .8 y- RFD
(772) 462-1553
APPLICATION FOR REPLACEMENT OF UCie CpUnt y
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS:
2. PARCEL ID NUMBER: CDC3O' -C-).
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: cA� CLO.A) C1 C�Cx
g� ,
11.3 IQ
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER b4 ZCX'
5. OWNERS INFORMATION _ _ -` - 6. CONTRACTOR'S INFORMATION
Name: �Q�f1 I-X-t-\�_�-C��. IT ��FL Reg/Cert #:
Address:. a)z\ ��c LOCI County Cert #:
City: s`.. State:n s Business Name: _ Go-c l a�
Zip: i' t"1sa Phone: Ql ` -\ —U-.-AC)15 Phone Number: �C�DO--i �o-R
Email:
Email:
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
--4-Ga�Of:
�a - O \ O • CAD
H Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ �� 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 const ion and zoning. ,
PRINT OWNER OR CONTRACTOR/QUALIFIER NAME NATURE OF OWNER OR CONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF � n ^(�
ACKNOWLEDGED BEFORE ME THIS O DAY OF I \Q. 20 13 BY ��Cl��� , ' `\\V-K
WHO IS PrRcnNar.r. TO ME OR WHO HAS PRODUCED AS IDENTIFICATION.
OAP, .;cell
�r--j--�"L f, TIFFANY A. LEE
DIY COMMISSION # DD 985525
SIGNAT OF NOT Y TYPE OR PRINT NAVE OF NOTARY _* L*XPIRES: April 26, 2014
-t j �lATF\O OF FIOP� 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
s
PROPERTY.RECORD CARD
Joan Hartsock
Record: 1 of 1
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Spec.Assmnt Taxes
Exemptions Permits Home Print
Property Identification
,��,UCIE CD
Site Address:
321 SHADY LN
ParcellD:
3419-510-0069-000-2^,
�02
Sec/Town/Range:
22 :36S :40E
Account #:
41814
Map ID:
34/22N
Use Type:
SF Res
Zoning:
RS-4
City/Cnty:
St Lucie County
Ownership and balling
Owner: Joan Hartsock Scott Sibley
Address: 1281 C Rd
Loxahatachee FL 33470-4230
Sales Information
Date Price
Code
7/12/1990 46000
00
7/6/1990 40000
00
4/1/1985 0
01
10/1/1972 33500
00
Legal Description
RIVER PARK -UNIT 2- BLK 11 LOT 13(MAP 34/22N) (OR 463-209)
Assessment 2012
Deed
Book,'Page
2012 Final:
37200
WD
0699/2323
Assessed:
37200
WD
0699 / 2321
Ag.Credit:
0
CV
0463 / 0209
Exempt:
CV
0207 / 0529
Taxable:
Taxes:
752.59
BUILDING INFORMATION
Total Land and Building
Land Value: 7700 Acres: 0.19
Building Value: 29500
Finished Area: 1333 SgFt
Exterior Features
View:
-
RoofCover:
TG - Tar & Gravel
RoofStruct:
GA - Gable
ExtType:
HD+ - HD+
YearBlt:
1965
Frame:
-
Grade:
D+ - D+
EffYrBlt:
1965
PrimeWail:
BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
2
Electric:
MX - MAXIMUM
PrmintWali:
PF - PF
FuliBath:
2
HeatType:
FHA - FrcdHotAir
AvgHt/Fi:
STD
1/2Bath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
TZ - Terrazo
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and_Yard Items
Land Information
Type
Y/S Oty.
Units Qual. Cond. YrBlt.
No. Use Type
Type
Measure Depth
SDSF - SITE DEV S-F
Y 1
1 AV AV 2001
1 0100-SF Res
220 -Front Ft
75 110
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=341951000690002 5/8/2013
MIAMhD1P►DE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 209
AFFAIRS (PERA.), Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.iniamltlade.goy/oern/
DAB Door Company, Inc.
12195 NW 98th 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 inMiami 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: 91- 4" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001; with
Iast revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al- Corporation, signed and
sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product o o vision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade Couct Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resi
LABELING: A permanent label with the manufacturer's name or logo, ma u g address, model
number, the positive and negative design pressure rating, indicate impact rate 'f applicable, installation
instruction drawing reference number, approval number,(NOA), the applicable test 4ards, and the
statement reading `Miami -Dade County Product Control Approved' is to be loca on t7 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 fil n ere has been
no change in the applicable building code negatively affecting the performance of thi rod
TERMINATION of this.NOA will occur after the expiration date or if there has been or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA a rsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NO ailure 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 # 11-0119.21 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. 12-0110.06
Expiration Date: August 9, 2016
Approval Date: March 1, 2012
0 1 � Page 1 0
DAB Door Comnany, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with last
revision F dated 10/13/2011, sheets 1 through 5 of 5,.prepared by AI-Farooq
Corporation, signed and sealed by Javad-Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0128.04"
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 241 i 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 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 03-0210. 04"
3. Test report on Salt Spray (Corrosion) Test per ASTM B "l 17 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.
C. CALCULATIONS "Submitted under NOA # 09-0128.04"
1. Anchor verification calculations prepared by AI-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E.,
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
*07P117-017-
C rlos 1k. Iftrera, P.E..
Product Control Examiner
NOA No.12-0110.06
Expiration Date: August 9, 2016
Approval Date: March 1, 2012
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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. 07-1107.08, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring
on 08/27/2008.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on
01/11/2012.
"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. HETI 04-A002, dated 09/27/2004, 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
11/29/2004 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 05/06/2004, 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 Ahmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.06
Expiration Date: August 9, 2016 "
Approval Date: March 1, 2012
E -2
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
�U
to
FASTENED TO END STILE WITH
OPTIONAL DOOR VIEWER
1
7-1/2" % 3" X .071" GALV. STEEL
(6) #14 X 3/4" SELF DRILLING SCREWS
TO BE INSTALLED AT
END ROLLER HINGE
W/ (8) 14 % 5/8" SMS 0
CENTER STILE
CENTER STILE
Z n
O
Lo
Q0
ryA
�w
RE
F
_
m
O 0
a�
0 �1 �
7EMER 1 X 7-N 2" GALV. STEEL 1
0' C lu pj g
C
0 W/ (4) #14 X 1/2" SM
--_
I
O a ¢ c ~
r
_
p 25
"1
Ii rn _ n
2
♦
=m
25
z
Jc�m� U
R
I
so
00
/ I \
DOOR HEIGHT
CONSISTS OF
8'-W
2 SECTIONS 18°
2 SECTIONS 21"
6-9°
1 SECTION 18"
3 SECTIONS 21"
7'
4 SECTIONS 21"
-
7'-3"
-
-
Y-6'
S SECTIONS 18"
-
7-9"
4 SECTIONS 18"
1 SECTION 21"
8'
3 SECTIONS IF
2 SECTIONS 21"
8'-3-
2 SECTIONS 18°
3 SECTIONS 21'
SECTION 18"
4 SECTIONS 21"
8'-9'
5 SECTIONS 210
-
9
8 SECTIONS 18"
-
9'-3"
5 SECTIONS IV
1 SECTION 21"
9'-6"
4 SECTIONS IW
2 SECTIONS 21"
3 SECTIONS A-
3 SECTIONS 21"
10.
2 SECTIONS 18'
4 SECTIONS 21"
10'-3"
1 SECTION 18"
T SECTIONS 21°
10'-8"
8 SECTIONS 21-
-
10'-8"
6 SECTIONS 18"
1 SECTION 21"
11'
5 SECTIONS 18'.
2 SECTIONS 21'
11'-3"
4 SECTIONS 18°
3 SECTIONS 210
11'-V
3 SECTIONS 18"
4 SECTIONS 21°
11'-9"
2--SECTIONS 18°
-5-SECTIONS 21°
12'
1 SECTIONS 18°
8 SECTIONS 21°
12'-3°
7 SECTIONS 21"
-
12'-W
8 SECTIONS 18'
2 SECTIONS 21"
12'-9"
S SECTIONS 18°
3 SECTIONS 21'
13,
4 SECTIONS IV
4 SECTIONS 21°
13'-3'
3 SECTIONS 1B"
5 SECTIONS 21°
13'-6'
2 SECTIONS 18'
6 SECTIONS 21"
13'-9"
1 SECTION IS-
7 SECTIONS 21'
14'
B SECTIONS 21"
-
14'-3°
8 SECTIONS 18'
3 SECTIONS 21-
14 --r
5 SECTIONS 18"
4 SECTIONS 21"
14'-9"
4 SECTIONS 18'
5 SECTIONS 21"
15' �
3 SECTIONS.IB"
6 SECTIONS 21"
15'-3°
2 SECTIONS 18'
7 SECTIONS 21"
1 SECTION 18"
8 SECTIONS 21"
15'-9"
9 SECTIONS 21"
-
1B'
8 SECTIONS 18"
4 SECTIONS 21"
,-1" W X .15" THK. LATCH
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) ♦--- --
00
FASTENED W/ (4) j/ 14 X 1/2" S.M.S. — --_ _ _
/8" MIN. LOCK ENGAGEMENT CONFORMS TO 0
p
M
BC 1012 REGARDING GARAGE DOORS
® I
J
01 co w I
158 CIA. GALV. AIRCRAFT TYPE Qt
LE & NICO-PRESS SLEEVE �OPTI(,NALNT L y A
MIN.5 TO 1 SAFETY FACTOR AT 7" O.C. MAX, OPTIONAL FLUSH FACE
U
OZW
® OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN
120 S0. IN. COLONIAL DESIGN
w
to
6"X3"X0.1"
F iE 11 ® % MAX. DOOR WIDTH
0 _
WITH (2) #14 XTEEL 5/8 SMS 0
9'-4"
�-
BRACKET BRACKET INSIDE ELEVATION
STD. LIFT DOOR LOW HEADROOM EMBOSSED DOOR
DOOR OPTION RAISED PANEL
7-7/8" X 3-1/8" X .010"
y
25
8 0
STEEL PLATE
ool
CENTER STILE WITH (4) #14 X 3/4" SOS DAB DOOR MODEL 824
9
P-
OUTSIDE MAX. SIZE 9'-4" WIDE X 16'-0" HIGH
u'
8
,HANDLE END STILE
v
g
r DESIGN PRESSDRERATiNG + .50 O;,PSF
'� 60i0'PS
LCCK BAR GUIDES
6
INSTALLED ON END STILE
o 0
6 =
a
WITH (4) #14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
4
AST X.6W LOCK BAR
m �momwu
ENGAGES IN TRACK GENERAL NOTES
ON EACH SIDE OF DOOR
1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Elgr. JAVA9 AD � PNODuctRi VIBEO
KEYING 0
Q
e
,/1!Q
BUILDING CODE 2010 EDITION INCLUDING Vml„ rmmplftwithdie FloMe
•'
K REQUIREMENTS U THE E ZONE.
HIGH VELOCITY HURRICANE ZONE,
LOCK B
LOCK BAR LOCKING SHOWN 'I PE p 70592. IiWldirtp ca*
ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. •'CAN. 13538 AOce91811ce M9 ZoIJO.o[
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL I(o
DRESSING OR STUCCO.
R
r
!{. �•.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL^drawli
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSEO�
THESE ILS ARE OF O�
�V
5. A LOAD OUARATION NCROFASE�IS USED IT N DESPCN OF ANCHORS NiO WOOD ONLY.
0 1 —09
sheet 1 of 5
FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEET 4
SOUTHERN PINE ..
0.55 S.G. E6G 0 ST.:
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 DGO
L
n
STEEL TRACK BRACKET FASTENED
SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH
BY 'SCHLAGE SECURITY HARDWARE'
5/16" X 1-5/8" LAG SCREW
INSTALLED IN 9/16" DIA. HOLES
(FULLY THREADED)
IN CENTER STILE
ONE PER BRACKET
POSITIONED AT EYE LEVEL
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
#14 X 5/8" SMS
6 PER HINGE 3 4" X 2" X 2-1/2" X 18 GA. STEEL
ND 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 DEFAIL ABOVE
END STILE WITH 3/18" POP RIVETS ® 12" O.C.
1-7/8' X 2-5/8' X .045" STEEL
CENTER STILE, GWED AND RIVETED
11 TO PANEL W/ (4) 3/16° RIVETS
POP RIVETS -A\ I /
#14 X 5/8' S.M.S.
T r 4/ HINGE
7-1/2" X .050" GALV. STEEL J
2-1/8" X 1" X .078" CENTER HINGE
GALV. STEEL TRACK SECTION B-B
FASTENED TO TRACK PLATES 7/16" PUSHNUT
W/ 1/4-20 X 5/8" TRUSS HD. INSTALLED ON ROLLER SHAFT
SLOTTED M.S. & LOCK NUT
INTERIOR SIDE
7-1/2" X 3" X .071"_
END ROLLER HINGE
24
3/11
FLAPS BENT OVER
1/2" PUNCHED
® 4
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z
0
Q2 v
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jL
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O a Q, o
O NOD:
11W3�.
LL1-1 zN
f
Qz
-END STILE
W
ANCHORS:
O
o
M
A) 3/8" DIA, POWER -BOLT BY 'POWERS'
LJ
Wj N)
2" MIN. EMBED INTO CONCRETE
1-7/8" MIN. EDGE DISTANCE
cD
Q
U 2 r
8) 3/8" DIA, HUG SLEEVE BY 'HILTI'
Q
U
f V1 m
- COW
1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
-Q1
D7 a> 0 I
MIN. EDGE DISTANCE INTO CONCRETE
Z
0_' IE ,o
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
F
0 .61
U
0 = ^n
CONCRETE Vc - 3000 PSI MIN.
InLo
C-00 GROUT FILLED BLOCK f'm 2000 PSI MIN.
_
HOR TYPE A OR B - p
o
PER BRACKET
SHEEP 3 FOR BRACKET SPACING
9.191W
SS BOLT & NUT
1.82" DIA. X .50"�
NYLON/STEEL ROLLERS Q
W/ .44 DIA. X 4-1/4" STEM qqk i -AHM D., pitOD1J('P pGVj$Bp
• CIVIL �aDo+P$'bewifytlMFloril0 j
FLA. PE•.&&76592'• .
CAN. J538 A U 11 8
E> �' o
'� Y RaBnaCmtaol ( drawing no.
01 1-09
N
lrur rclvtl� 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
X 5-1/2" X 3" X
1
.104"
STEEL 5/16" SLEEVE ANCHORS
1
-ROLLER ROLLER BRACKET (DOUBLE) WITH 1-1/4" EMBED INTO MASONRY N
FASTENED W/ (6) j 14 X 5/8" S.M.S. _ 3 PER BRACKET
GALV.
S LDETHK.
FASTENED TOEEL BRACKET�ABLE 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
W/ 5/10-18 X 3/4" HEX HEAD - - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
. SCREWS & NUTS. FASTENED TO TRACK
- _ WITH (4) 1/4-20 SS. BOLT & NUTS
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .059" FORMED STEEL
[:I
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
0
(2) 3/16" POP RIVETS 2" X 5-1/2" X .104"
m
GALV. STEEL
FASTENED WT01� R& 14 BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
5/16" MEETING RIB
��
1.82" DIA. X .50" ROLLERS
W/ .44 DIA. X 4-1/4" STEM _
OPTIONAL INSULATIONS:
'DYPLAST
iv
-
- BY PRODUGM I l r'
EPS-EXPANDED POLYSTYRENE
Ei
DENSITY - 1.05 PCF
O
N.O.A. #07-1107.08
OR
1SO-25 POLY-ISOCYANURATE
m
DENSITY 2.0 PCFN.O.A.
#07-0301.10
OR
BY'INSDENSITY
F-N.O.A.
= 0.92 PCF
#07-1018.07
NIn
14 GA. GALV. STEEL
ROLLER HINGES FASTENED m
W/ (4) #14 X 5/8" SMS m
MIN..024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 34 KSI
WITH PRIMER AND BAKED -ON TRACK CONFIGURATION
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) #14 X 5/B".SMS
_ BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. 0 4B" O.C.
SECTION A —A AND RUBBER WEATHERSTRIPPING
HORIZ. TRACK SUPPORT
CENTER SUPPORT READ. ON DOORE
EXREEDING 8 FT. IN HEIGHT
II A
II
11
A_J
= OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
'L X Z X 1/8' HORIL. ANGLE
SPOT WELDED TO HORIZ. TRACK
( r'
[� v
WITH TWO WELDS AT 1-1/2" APART
1��
FIRST AT 3" O.C.
REST AT 9" D.C.
CONNECTED TO FLAG BRACKET ANGLE
Z n
AND TOSPRINGSHAFT
W
GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
9
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2-1/BV X I X.080 '
SECTION A —A
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0 01- Fr
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DOOR
- SECTION HEIGHTS
I BRA
HEIGHT
1ST
2ND
3RD
4TH
5TH
B1
B2
B3
84
B5
86
B7
B8
6'-0"
18"
18"
18"
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"
67"
-
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"
78-1/4"
1"
11-3/4"
23"
34"
45"
56"
67"
78-1/4"
Hrtllrvla HI IIIL O 11uM
FOR DOORS MORE THAN 6 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
(4) 1/4" BOLTS & NUTS.
STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
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PRODUCT REVISED
1
. CIVILrmamplrTvjwiWthePlodde
FIA. PE Y 70592
C.A.N. ,3. 8
aypBipB Cgdp
A. 2 0/6 06
"+
1
/ Orl ti0��
by
n41ru evm a
drawing no.
01-09
WOOD FRAME BUILDINGS
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
SUPPORTING STRUCTURE.
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2XG SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
20 O.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" INTO 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
Ka" CONFLEX BY 'ELCO' OR
B" LOT BY 'ITW' WITH SPACING OF
" 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 H 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS S IALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHER
5/18" X 1-
LAG SCI
AT 12"
1-1/2"
ANCHOR SPACING
ANCHORS
I STRUCTURE
I EMBED
ISPACINGIEDGE
DIST.
3 8 HLC SLEEVE BY HILTI
CONC.
1-1 4
B"
1-5 B'
3 8" HLC SLEEVE BY 'HILTI'
FILLED BLOCK
1-1 4"
8"
"
3 B" DYNABOLT BY ITW'
CONC.
1-1 2
B°
2"
3 8" DYNABOLT BY 'RW'
FILLED BLOCK
1-1 2
8"
3-3 4
3 B POWER -BOLT BY POWERS
CONC.
2"
1 8"
1-7 8
3 8 SLEEVE -ALL BY SIMPSONS
CONC.
1-1/2"
8"
1-7/8-
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16" DIA. BOLTS
WITH WASHER k NUT
AT 12" O.C. MAX.
EL
I ••
1-1//4 X 2-1 2 X 14 GA
CONT. STEEL AtVGLE
12 GA. GALV. STEEL
FLAT BRACKETS t3" LONG
AT 12" O.C. IN DOOR OPNG.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH
SIDE
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4 =m •o
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0
O M
O Ul
to
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Cal Z FZ_�
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CONCRETE f'c = 3000 PSI MIN. o O Z
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. F
IU) o
�Nzf
1-1/2"
2-1 8" X 1" X 14 GA.
GAL . STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4-2OX5/8" TRUSS HD.
PAODt=nVTSBD
widlfh0 Flo"
DWldb ,eerTo a IDbap
a> , Hi
,6
M6aTiD/idcP-dwXCoatrol 11 drawing no.
01-09
0
O NIII
1m
DOOR PANEL
24 GA. (.024) STEEL MIN.
r 7/16" DW. WASHER
rye X 3/4" SMS
® 3/8" FROM ENDS
AND 7" O.C. MAX.
Mil
(4) g8 X 3/4" SMS
0 1-3/8" FROM ENDS
�% AND 6-1/2" O.C. MAX.
i
175 X .002 DEEP
GROOVE
1/4" POLYCARBONATE LEXAN
BY SABIC INNOVATIVE PLASTICS
NOA #08-0305.02.
X .062 DEEP
VE
(4) 08 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.
.5011 h-^#-.250 f 1
* PLASTIC COMPLIES WITH
0
SECTION 2612 OF FBC 2007 4
SEE EVIDENCE PAGE
1,7'5 I 1.725 QO:
DGJE
IL
1.144 aO
21 3/4" D
MAX. OK
WDW. WIDTH .
oN O 0' Q <
' o a
* EXTERIOR FRAME * INTERIOR FRAME
_ 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w 3 TO
0 "
MAX. w yj : '�
3' N o D.L.0. J Z M J
c'
i
OLd
O
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o
t
W
00
O
Q�
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oo Ld
O 3 L8
Oz
❑O o
a
0 - x- 12
Lu Lu
/
oo�
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
A8 X 3/4" SMS
® 3/8" FROM 4MAX.gg
O 175 X .062 DEEP
AND 4-1/2" O.C. GROOVE
0 0 n r. JAVADn,1HMAD,FLA. PEN 70502 8WI01n3Co*--J .. .. ICAN. 8, AcftptmeNo
DOOR PANEL
24 GA. (.024) STEEL MIN. EXTERIOR
15/16" MIN. D.L. OPG. N Qfm1C1('dlffpl drawing no.
GLAZING BITE O 1-09
WINDOW WIDTH
sheet 5 of 5
N, .
These Tables Are For GARAGE DOORSIN
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 T
Door = + 26.7
- 30.2
7160
EXPOSURE B 16' x 7'
Door = + 25.6
- 28.5
tEj1r60',EXPOSURE=C ,` V- 3x 7' Door ' �+'�32 4 s36 6 (1 story and max 15'
7160
EXPOSURE C 16' X 7'
Door = + 31.0
- 34.5 mean roof height)
❑160 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
7150
EXPOSURE B 9' x 7'
Door = + 22.8 - 25.8
❑150
EXPOSURE B 16' x 7'
Door = + 21.8 - 24.3
❑150 EXPOSURE C 9' x 7'
Door = + 27.6 -31.3
7150 EXPOSURE C 16' x 7'
Door = + 26.4 - 29.5
❑150'EXPOSURE C 9' x 7'
Door = + 32.0 - 36.2
7150
EXPOSURE C 16' x 7'
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
❑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)