HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue ,
Fort Pierce, FL 34982 C���lEej
(772) 462-1553 'St fit' 'R
APPLICATION FOR REPLACEMENT OF county
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: � p
2. PARCEL ID NUMBER: c)
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:
4. TYPE OF STRUCTURE: SFR
5. OWNERS IaNFFOR_M,ATION 6.
Name: 4�;"y\a
Address: 'CT�,3 5PL\ � cr
City: - Fk- P%txr4 .,State• FL -
Zip: 2 aPhone: SaS-oDl0':'(
Email:
OTHER V
CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert
Business Name:
Phone Number: L4 tDo-- 7 -"�
Email:
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
-i SO
H Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ \ oaS' az) FEES DUE:
OWNER'S AFFIDAvrr: 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 con and zoning.
PRINT OWNER OR CONTRACTOR/QUALIFIER NAME ATURE OF OVVNER OR ONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF < Z \_
ACKNOWLEDGED BEFORE ME THIS 1� DAY OF , 20 ta , BY L)En\R..1 I ' \ \ `f-
WHO IS PERSONALLY T(N WN TO ME OR WHO HAS PRODUCED AS IDEIY�fFdX;,ATION. TIFFANY LEE
...,
MY COMMISSION # DD 985525
SIGNAT OF NOT TYPE OR PRINT NAM OF NOTARY AL EXPIRES: April 26, 2014
�9TFOF Fl��\o 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
` r F
PROPERTY RECORD CARD
Stephen H Billis Record: 1 of
<<Prev Next>a Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
Site Address: 6111 Balsam Dr
vl1CIE C
ParcellD: 3402-610-0648-000-0 �� o6,
Sec/Town/Range: 12 :36S :40E
Account #: 38724 r�
Map ID: 34/12S
Use Type: SF Res
Zoning: RS-4
City/Cnty: St Lucie County
Ownership and Mailing
Legal Description
Owner: Stephen H Billis
INDIAN RIVER ESTATES -UNIT 09= BLK 95 LOT 21 (MAP 34/12S)
Address: 5513 Spruce Dr
(OR 1996-1915)
Fort Pierce FL 34982-3862
Sales Information
Assessment 2012 Total Land and Building
Date Price Code Deed
Book/Page 2012 Final: 65100 Land Value: 8600 Acres: 0.29
6/17/2004 153000 00 WD
1996 / 1915 Assessed: 65100 Building Value: 56500
9/1/1994 100 01 QC
0918 / 2571 Ag.Credit: 0 Finished Area: 2080 SgFt
6/7/1990 100 01 QC
0694 / 1802 Exempt:
4/1/1986 10000 01 CV
0498 / 1455 Taxable:
12/1 /1975 1600 01 CV
0248 / 2674 Taxes: 1317.06
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
SD - Dim Shingle
RoofStruct:
HP - Hip
ExtType:
HC- -HC-
YearBlt:
1986
Frame:
-
Grade:
C- - C-
EffYrBit:
1986
PrimeWall:
WS - Wood/Sheath
StoryHght:
0010 - 1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath:
3
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
1/2Bath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CA - A TUCON
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and
Yard Items
Land Information
Type
Y/S Qty. Units
Qual. Cond.
YrBit. No. Use Type
Type
Measure Depth
DWC - Driv-Concret
Y 1 720
AV AV
1986 1 0100-SF Res
215 -Front Ft
100 125
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?prcl-id=340261006480000 5/16/2013
MIAMI-DADE
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULA'
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 209
Miami, Florida 33175-2474
,4((7786) 315-2590 F (786) 315-2599
wwwania mldade.gov/oerr/
DAB Door Company, Inc.
12195 NW 981h Avenue
Hialeah Gardens, FL.33018
_ SCOPE: This NOA, is being issued under the applicable rules and regulations governing the us t
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ):
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner,'the manufacturer will incur the expense of such testing and.the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is, determined by Miami -Dade County. Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: 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
last revision F dated 10/13/2011, sheets 1 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 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
M IDAUECOUFM Expiration Date: August 9, 2016
/ Approval Date: March 1, 2012
1
�,���l /�Q J7r I'ag�
i-d
ZIOZ `I ga.iuW :alga Isno.[ddV
9I0Z `6 isngn'V :a;uQ uol;eaidxa
90'0110-Zi 'ON VON
.iaulwuxg I0.1}u03 ianpoad
la-d laaa.[; sofa 3
0
(V2Igd) sxtujjV,(xolulnSoW puu `luoutuoxinug `Suilliuuad jo Iuo-upudaQ opuQ-iumjVq •t
HaNwHassv A.L- wfio •a
•g•d `bowu3 unoS uznH Aq poluas put, pou2lis 180/61/ZI PaluP `LOOZ D*E[-d
thin 2uixIduioo `uotluaodaoD booauq-IV.,(q poxudoad suoilulnoluo uoiluoIJixaA xoilouV •1
,,PO Z70-60 # VON wiapun paluwgnS„ SAIOI.LVrM3rIVa 'a
g•d `uos�louf •� � Sq pouBis
`866I/LI/80 PaIuP `Z6S8SZ 'oN I10da21 IsQL `uoiluxodxoD xaloiaa Xq paaudaxd `slaued
laals 0t,-D palund u jo LI I g WLSV and Iso L (uoisouoo) AuxdS IIuS uo laodaa Isar . •£
«60 OIZO-£0 # voAr japun pa?;1uignS„
•g•d `luo3.3 opipuuo
Sq poluos put; pou8is `80OZ/£Z/ZI Pa;t;p `•ouI `Buils01 28 SutaaautSug au-eoiaanH
Aq paandaad `Z8T.L-80 I.LHH 'oN IaodoN `8 g Wj SV aad Isa,L olisaa L jo laodaa IsoI 'Z
«00'SZI0-60 # 6'Ou wpun papluipS„
•g•d `Iuo,q ,A opiPuuo ,�q poluos
PUUPau2is `800Z/LZ/90 PaIUP `8N6t1TZ-80-I.LaH 'ON slaoda21 Isar `oui tutlsaZ
a8 8urx0auiBug auuoixxnH Xq paxudaxd `smopuiA'& paxi j tllinA xooQ a$u g IuuoiloaS
VJ t,Z VZ8 gVQ u jo utux8uip uoilullulsui puu sBuinnbap dn-pa3lauut Minn 8uolu
t,6-ZOZ SVJ, `I'Z•£ I It Z Dg3 aad `jSo L X4ug pooxo j (l,
t,6-£OZ SV L `DUA aad Buipuoj ainssaad puiAk oiioKD (£
b6-IOZ SV.L `Dg3 aad 1801 IoudMI alissW a&W1(Z
t,6-ZOZ SV L Dg3 aad ft.puoj `Isar aanssoad a . oiluIS utxojiun (I uo slaodaa IsaZ •T
«60'SZI0-60 # V0At lapun pa;i!uignS„ SZSa L 'g
•g'd `pUTzgV- puAu f Xq poluas puu pou2is uopuaodioD
booau3-1V Xq paaudaad-Ig jo g gSnoaill I sloogs `I IOZ/£I/OI PaIuP 3 uoisinax
ISUI qiiM `IOOZ/iO/ZO Pam «aooQ 3$uau0 luuoiloaS» PaIlil `60-IO 'oN 8utnnuaQ •I
SJI�IIAc�V2IQ 'V'
(tallINWIS UWAGM :H3MVZdH33V 30 213110 I
•auI uv tuoD aooQ RV([
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 4 05-0228.62"
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 09W/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
i ��
DOOR HEIGHT
CONSISTS OF
. 6'-8'
2 SECTIONS 18'
T "SECTIONS
1 SECTION 18"
3 SECRDNS 21"
7-
4 SECTIONS 21'
-
7-3•
-
-
Y-6'
S SECTIONS 18'
-
71-9'
4-SECTIONS 18°
1 SECTION 21-
a,
3 SECTIONS 18'
2 SECTIONS 21"
2 SECDONS 18'
3 SECTIONS 21"
1 SECTION 18"
4 SECTIONS 21°
W-9'
5 SECTIONS 21'
-
W
8 SECTIONS 18'
-
9'-3"
5 SECTONS 18'
1 SECTION 21"
9'-8'
4 SECTIONS 18"
2 SECTIONS 21"
IONS 18.
3 SECTIONS 21"
10'
IONS 18'
4-SECTIONS 21"
ON 18'
5 SECTIONS 21'
10'-B"
ONS 21'
-
10'-9"
ONS 18°
P�__
i SECTION 21'
11'
ONS2
SECTIONS 21'IONS3
SECTIONS 21'
ONS 18'
4 SECTIONS 2111'-9"
ONS IS'
5 SECTIONS 21%
12'
ONS 18'
8 SECTIONS 21'
12'-3"
7 SECTIONS 21"
-
12'-6"
6 SECTIONS 18"
2 SECTIONS 21"
12'-9°
5 5ECTONS 18'
3 SECTIONS 21'
13'
4 SECTIONS 18'
4 SECTIONS 21'
3 SECTIONS 18'
S SECTIONS 21'
2 SECTIONS 18'
6 SECTIONS 21"
13'-9"
1 SECTION 18"
7 SECTIONS 21"
14'
8 SECTIONS 21"
-
14'-3'
8 SECTIONS 18"
3 SECTIONS 21'
14'-6"
5 SECTIONS 18"
4 SECTIONS 21"
14'-9"
4 SECTIONS 18'
S SECTIONS 21'
15'
3 SECTIONS, 18"
6 SECTIONS 21'
15'-3'
2 SECTONS 18"
7 SECTIONS 21"
I5'-6"
1 SECTION 18'
8 SECTIONS 21"
15'-9'
9 SECTIONS 21"
-
1B'
0 SECTIONS 18"
4 SECTIONS 21'
7-1/2" X 3" X .071" GALV. STEEL ®\
END ROLLER HINGE
W/ (6) # 14 X 5/8" SMS O
m
0
0
071" X 7-1/2"
GALV. STEEL
0 WCENTER4) #14 X 1/2" SMS
Z DOOR
Y'-1" W X .15" THK. LATCH
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) # 14 X 1/2' S.M.S.
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
I;BC 1012 REGARDING GARAGE DOORS
m
6"X3"X0.1"
STEEL PLATE
WITH (2) #14 X 5/8" SMS
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
7-STEEL PLATE
X 3-1/8" X .DID"
CENTER STILE WITH (4) 014 X 3/4" SDS
OUTSIDE
HANDLEriNST-ALLED
END STILE
R GUIDES
ON END STILE
#14 X 5/8" SMS
CK BAR
IN TRACK
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1.1
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH
�u
OPTIONAL DOOR VIEWER
(6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT
CENTER STILE
m
CENTER STILE
0 m
r ~ A
I
0°
L
o
61
LL Z N: o
Qt---
Som
gm
_ Mli
O
E N z3:
co z
-1 (n WO I
OPTIONAL VENT L — A O 0 3
(3) 5" WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE U 0 Z
OPENING AREA NOT TO EXCEED W WOOD GRAIN DESIGN to
120 SQ. IN. [COLONIAL DESIGN V) 0m
Q NQ�
MAX. DOOR WIDTH
INSIDE ELEVATION
ELATION
RAISED PANEL EMBOSSED DOOR
ON EACH SIDE OF DOOR GENERAL NOTES
L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
.OUTSIDE K��OCK REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING
LOCK BAR LOCKING SHOWN HIGH VELOCITY HURRICANE ZONE.
ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO _BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL
5. A LOAD DURATION INCREASE 13 USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
DAB DOOR MODEL 824
MAX. SIZE 9'-4" WIDE X 16'-0" HIGH
DESIGN PRESSURE' RATING i; 50 0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
��o yp�nw",`� PaoDucrasv�seo
�
q
rcamylyh*withUteFlolids
13538592oode
. Adlo.pi w No Pl 191199,06
i
H
$
a
<
�1
drawing no.
01-09
O�'L��\ ProdlMC.amd
FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEET 4
SOUTHERN PINE ..
0.55 S•G. ° EDG DST:.
. p a
1
1-3/16'
1.9" X 2.19" X 3.3" X .102"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
24 GA. STEEL PANEL
{.0
m
3/16" ALUM RIVETS
Z' �
m
N
O
FLAPS BENT OVER PANELo
aIn
&o g
.024" STL. PANEL
1/2" PUNCHED HOLES i
® 4" O.C.
(� C m
o
OUTSIDE OF DOO
,'
a. Q Q o
It SO
• s
i
LLz��G'=�
f
Q W e1
u
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 IN CENTER STILE
(FULLY THREADED)
ONE PER BRACKET POSITIONED AT EYE LEVEL
END STILE
O
OPTIONAL STOP MOULDING
ANCHORS:
O
o
M
M
BY DOOR INSTALLER
A) 3/8" DIA, POWER -BOLT BY 'POWERS
41
>
' 2' MIN. EMBED INTO CONCRETE
1-7/8" MIN. EDGE DISTANCE
(.9
U =
814 X 5/8" SMS
6 PER HINGE 39D X X X 18 GA. STEEL
END
B) }/8" DI H SLEEVE BY 'HI T'
A
v
Z F' z
m
IL CONNECT
STILE, CONNECT TO PANELS WITH
1/2" X 1-3/4" % .059" FORMED STEEL FLAPS AND 3/10" ALUM RIVETS
GLUED TO PANEL AND SECURED
1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
-I
� w
a>Ld I
TO SEE DETAIL ABOVE
END STILE WITH 3/16" POP RIVETS ® 12" O.C.
1-5/8" MIN. EDGE DISTANCE INTO CONCRETE
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
Z
0! m
O
F
O Z
O
1-7/8" X 2-5/8' X .045" STEEL
CENTER STILE, GLUED AND RIVETED
EDGE CONCRETE f'c - 3000 PSI MIN.
I TO PANEL W/ (4) 3/16" RIVETS
{
DISTANCEEDGEC-00 GROUT FILLED BLOCK V. 2000 PSI MIN.
m
I POP RIVETS
1
I
4/4H HINGE 8' S.M.S.
° . �1_ 3/l6
n("FI''F'1'��
O
HOR TYPE A OR 8
PER BRACKET
SHEET 3 FOR BRACKET SPACING
2-1/B' X 1" X .078'
GALV. STEEL TRACK
'FASTENED TO TRACK PLATES
W/ i/4-20 X 5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
7-1/2" X .050° GALV. STEEL
CENTER HINGE
7/16" PUSHNUT SECTION B-B
INSTALLED ON ROLLER SHAFT
INTERIOR SIDE
7-1 2 .X 3° X 071"
/ °
END ROLLER HINGE
1.82" DIA. % .50"
NYLON/STEEL ROLLERS
W/ .44 DIA. X 4-1/4" STEM
`1/4-20 SS BOLT & NUT
r�gh JgyAn�A {' q,
GWIL
•M.'PE, •R '•,
CAN. 3538 36
PROIDUCTREyTyI
�aomptY�ewioplMFblife
BdId111�C.Ods
A—p-- - I ��
a
Pmhct mrd
c B
h o'n�poN.Mo
e d
m o
W
o w
4
q
o
,•
J
0
o
�.
drawing no.
01-09
sheet 2 of 5
N
0
0
i.
RIVETS
2-3/4" X 5-1/2" X 3' X .104" 5/16' X 1-5/8" LAG SCREWS INTO WOOD OR
GALV. STEEL 5/16" SLEEVE ANCHORS
TOP ROLLER BRACKET (DOUBLE) WITH 1-1/4" EMBED INTO MASONRY)
FASTENED W/ (6) 111 14 X 5/8" S.M.S. _ 3 PER BRACKET
.090 SUOETHK. GALV. STEEL FASTENED TO BRACKET
2-1/2" X 4-1/4" X 13 CA. STEEL PLATES
W/ 5/16-18 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
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16° POP RIVETS 2° X 5-1/2" X .TEEL
FASTENED W/ (4) #I 14 X 5/8" S.M.S.
TOPP ROLLER 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:
EPS-EXPANDED POLYSTYRENE
DENSITY T 1.05 PCF
N.O.A. J07-1107.08
OR
ISO-25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
N.OA. #07-0301.10
OR
DENSITY = 0.92 PCF
N.OA. #07-1018.07
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (4) #14 X 5/8" SMS
MIN, .024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 34 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 SFAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. 0 48" O.C.
AND RUBBER WEATHERSTRIPPING
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXAEEDING 8 FT. IN HEIGHT
11 I I A r- -1
--7H.R11.CK LENGTH = OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ.-1/2' ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2° MART
/w
FIRST AT 3" O.C.
�V
REST Al 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4' BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
Z %
0 m
Q N
0
0 m
a
VERTICAL TRACK
2-1/8° X 1" X .080'
SECTION A —A
V p M
0' 0 N 0
0aaO_mT
O � W
0
QW
zN-
LL 510
.J z m .1
KET PLACEMENTS
Q . 1 0
DOOR
HEIGHT
• SECTION HEIGHTS
1ST 2ND 3RD 4TH 5TH
I BRAG
B1 B2 63 B4 85 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°
57"
-
7'-6'
11-3/4"
23"
34"
45'
5a"
67"
78-1/4"
11-3/4"
23"
34"
45"
56"
67"
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
2-3/16" HIGH
CONNECTED TO TRACK WITH
(4) 1/4' BOLTS & NUTS.
0
STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
:n9r. cMl. JAVrALm �M PRg1UCT REVISED ,!
mcar* hv With the Flaws
FIA. PEY 38 8dMft Cbdt w I
C.A.N.. 1 AartpmnoeNo!�
k1k
,� r, u o k
fi
h Col
M1Y(bnoc--
�. drawing no.
01-09
5/10" X 1—
LAG SC
AT 12"
WOOD FRAME BUILDING
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2XB 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 2X6 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
18" 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, WfTH 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' LDT 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,
1W 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 N 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS S LL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
ANCHOR SPACING
ANCHORS
STRUCTURE
I EMBED
ISPACING
EDGE DIST.
3 8 HLC SLEEVE BY HILTI
CONC.
8"
1-5 8
3 8' HLC SLEEVE BY HILTI
FILLED BLOCK
1-1 4"
1 B"
3 8" DY "LT BY 11W'
GONG.
1-1 2
8"
"
3 B" D-116 T BY '11W'
FILLED BLOCK
1-1 2
B"
3-3 4
3 B POWER -BOLT BY POWERS
CONC.
2"
1 8'
1- 8
37
8 SLEEVE -ALL BY SIMPSONS
CONC.
1-1 2
8"
1-7 B
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/18" DIA. BOLTS
r WITH WASHER & NUT
I AT 12" O.C. MAIL
ED
L�
1-1/2"
14 GA
CONT. //4S EEL ANGLE
12
12 GA. GALV. STEEL
FIAT BRACKETS AX 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
�I
z
aW
R
Ot a
00
Oaao
Oomz I
0
3 J N W
$
J z
Q w f �'
Of 00
O
O LJ
� M
lal
(U QU a Z I- V1
= a
Z m
Q (n W O 1
CONCRETE f'c = 3000 PSI MIN. O O . <
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. U O ¢
In mO Lf)W
GA.
HD.
Paooucrl;ewssn `�
as 6 compb*r W�
vdibftFlmN
Acmpmtoe N0 n/ o I
Expand'//////��jjjTTTLLLJJJJf^^IJzll I,)�b
5
9y O
M P'° w cDnftw drawing no.
I, O
o:. IIII
o '
w
W �iii
in
I"
DOOR PANEL
24 GA. (.024) STEEL MIN.
r7/16" DW. WASHER
I/� #8 X 3/4" SMS
-+' * 3/8" FROM ENDS
AND 7" O.C. MAX.
(4) 88 X 3/4" SMS
@l 1-3/8" FROM ENDS
AND 6-1/2" D.C. MAX.
i
175 X .052 DEEP
GROOVE
1/4" POLYCARBONATE LEXAN
BY SABIC INNOVATIVE PLASTICS
NOA #08-1.305.02.
175 X .062 DEEP
\ GROOVE
rJ (4) #8 X 3/4" SMS
® 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 Cw1. (.024) STEEL MIN.
$8 X 3/4" SMS
® 3/8" FROM ENDS
AND 4-,/2" D.C. MAX.
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
.50D
I I
o
i
Z �w
a
1.765 I 1.725
� a m
9 e
1.144
IL
xa �
Ot
21 3/4"
MAX.
WOW. WIDTH
—A I
.176 1--.600
O-0 M °o
O a. Q c
0 18 11X/8"
* EXTERIOR FRAME * INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
0 rn C0 o N
Q w N
o D.L.O.
O
O
tb
O
M
W-9
UJI
Q�
ED ED
? P of
Z.
'00,1
z
�tf)�
1
mmO
A
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
.175 X .062 DEEP
.9a JACIVIL AD !'NODUCI'1lEVISQb 4
O-MOY rWtl16b Florida o
\ \ — flt A. 78592 a a8 8agdlnd Cc& 1
• Acmplen N. 010 7 a
DOOR PANEL EXTERIOR
016 �f
24 GA. (.024) STEEL MIN. Q� B7 O
15/16" MIN. O.L. OPG. N A'odu�t CaYeW drawing no.
GLAZI(1G DRE 01-09
WINDOW WIDTH
sheet 5 of 5
N, .
These Tables Are For GARAGE DOORS IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B,C or D
Table R301.2(4)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE-[PSF]
7160 EXPOSURE B 9' x 7'
Door
= + 26.7
- 30.2
7160 EXPOSURE B 16' x 7'
Door
= + 25.6
- 28.5
=F--11560�EXF0'SUR=9')Z`7"Door�---�+a3-2-4--3fi:&(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'
❑160
EXPOSURE C 16' X 7'
Door
= + 35.9
- 39.9
mean roof height)
❑160 EXPOSURE D 9' x 7'
Door = + 39.3
-44.4
(1 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
7150
EXPOSURE B 16' x 7'
Door = + 21.8 - 24.3
❑150 EXPOSURE C 9' x 7'
Door = + 27.6 -31.3
❑150 EXPOSURE C 16' x 7'
Door = + 26.4 - 29.5
7150 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
7150
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)