HomeMy WebLinkAboutSUBMITTED PAPERS{
DATE: RECEIPT: PERMIT NUMBER:
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982
(772) 462-1553
F
APPLICATION FOR REPLACEMENT OF aft LUC/6 D
WINDOWS, SKYLIGHTS,
RHEAD GARAGE DOORS SLIDING GLASS DOORS pUN,Y
1. LOCATION/SITE ADDRESS: 40 3 (R, co0. Qa xv\ -1 r T-k- e i erc e 3 449z
2. PARCEL ID NUMBER: 2`i3y- $02-- 0031- 000- 7
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: l I kLC UQ(Ct GP
dear 8' gr�99�a� 7 -'q6.v
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER
5. OWNERS INFORMATION
Name: ROberE � Leone Baer
Address: 11 03 kecc, P&kn\ �!
City: Fl- P;&-Ce- State: F(
Zip: 32982 Phone: 140--7109
Email: Alf fl
6. CONTRACTOR'S INFORMATT��ION
FL Reg/Cert #: C�OnQQ- 3U
County Cert #• �PO%Op dbG 4K(�t$p P
Business Name: CAtit���fAt'�� h-d- ►101 •�{ �j,{,�
Phone Number. 3piyi 1-7- sin
Email: _
COMPONENT ID:
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #:
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
-P 50 -60
I Z- �o - 04
[] Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ 11125- FEES DUE:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is convect and that all work will be done in
compliance with all applicable laws regulating con ion and zoning.
(xala 2 S h arm ,
PRINT OW ER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OWNER OR CONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF BcGyara
ACKNOWLEDGED $EFORE ME THIS �i . _ DAY OF Su!►2 , 20 T 3__, BY GaOiq 2 shay
WHO: =ERSONALLY W ME OR WHO HAS PRODUCED AS IDENTIFI A O
51�au0r1G 4leS ,etiY°yi,, SHAUNNA LUTES
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY =* * a�MISSION # EE 146303
FIrTES':November14,2015
TITLE: NOTARY PUBLIC COMMISSION NUMBER
Bonded Thru Notary Public Undarwriters
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR Ib1PROVE ENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT.
MIAMI-DARE
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REr t14 ^Y 11805 SW 26 Street, Room 208
AFFAIRS (PERA)`' f - Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION t T (78�6) 315-2590 F (786) 3 i 5-2599
NOTICE OF ACCEPTANCE (NOA) , www.miainidade.gov/nera/
DAB Door Company, Inc.
12195 NW 98* Avenue %Ia
Hialeah Gardens, FL 33018 ✓�:
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or 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 10/1312011, 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 autornatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal ofNOA.
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
CMIAMIrMECOUNT1f Expiration Date: August 9,2016
� � / Approval Date: March 1, 2012
'ZO 1 Z Page i
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 Al-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 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 06/27/2008, 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 084182, 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 117 of a painted G-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998,
signed by W. A. Jackson, P.E.
C. CALCULATIONS "Submitted under. NOA # 09-0128. 04"
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.
D. QUALITY ASSURANCE
I. Miami -Dade Department of Permitting; Environment, and Regulatory Affairs (PERA)
42 2/ yolz
C rlos M. Orem 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
DOOR HEIGHT
CONSISTS OF
6'-8'
2 SECTIONS 18'
2 SECTIONS 21'
8'-9'
1 SECTION 1e"
3 SECTIONS 21'
7'
4 SECTIONS 21'
-
T-3'
-
-
r-6'
5 SECTION" 18"
-
7'-9'
4 SECTIONS IW
1 SECTION 21'
er
3 SECTIONS 18"
2 SECTIONS 21"
2 SECTONS 18'
3 SECTIONS 21'
W-6'
1 SECTOR 18'
4-SECTIONS 21'
8'-9'
S SECTIONS 21'
-
r
a SECRONS 18'
-
9'-3"
6 SECTIONS 1B'
1 SECTION 21'
9-6"
4 SECTIONS 16'
2 SECTIONS 21"
9'-9'
3 SECTIONS 1W
3 SECTIONS 21"
10'
2 SECTIONS 184
4 SECIXOH2 21'
10'-3'
1 SECTION —
S SECTIONS 21'
10'-6-
5 SECTIONS 21'
-
10'-9'
6 SECTIONS IS'
1 SECTION 21'
11'
5 SECTIONS 18"
2 SECTIONS 21'
11 -3"
4'SECTONS IS'
3 SECTIONS 21'
11'-6'
3 SECTIONS Is'
4 SECTIONS 21'
11'-9'
2 SECTIONS 18'
s SECTIONS 2r
12'
T SECTIONS IV
6 SECTIONS 21'
12' 3
7 SECTIONS 21'
-
12'-6'
S SECTION$ 18
2 SECTIONS 21'
12'-9'
5 SECTIONS 16'
3 SECTIONS 21"
13'
4 SECTIONS 18'
4 SECTIONS 21'
13'-3'
3 SECTIONS Is'
5 SECTIONS 21"
13'-6"
2 SECTIONS 18"
6 SECTIONS 21"
13'-9"
1 SECTION 18"
7 SECTIONS 21"
If
8 SECTIONS 21'
-
14'-3'
6 SECTIONS 18'
3 SECTIONS 21'
SECTIONS 18'
4 SECTIONS 21'
4 SECTIONS 18"
5 SECTIONS 21'
15'
3 SECTIONS. IS"
6 SECTIONS 21'
2 SECTIONS 18'
7 SECTIONS 21'
1 SECTION 16"
8 SECTIONS 21'
9 SECTIONS 21'
-
iB'
6 SECTIONS 18'
4 SECTIONS 21'
7-1/2' X 3" X .071" GALV. STEEL �\
END ROLLER HINGE
w/ (6) p 14 X 5/6• s1As ® o
® l
0
071" X 7-1/2"
OALV. STEEL
O wW/ (4) 014CX 1/2" SMS
2 DOOR
��1" W X .15" THK. LATCH
SPRING LGR.... SLIDE BOLT LOCK (BOTH SIDES)
FASTENED 1/2' S.M.SENGAGEMENTCONRMSTO GARAGE DOORS /
158 DIAL
W MINE 5
6'X3"X0.1"
STEEL PLATE
WITH (2) #14 X 5/8' SMS
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
XDOOR OPTION
7-7/8' X 3-1/8" X .010"
STEEL PLATE
CENTER STILE WITH (4) 014 X 3/4" SDS
O*jLOCK
HEND STILE
BAR GUIDES
NSTALLED ON END STILE
WITH (4) 014 X 5/8" SMS
X .6W LOCK BAR
GES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALTERNATE TO LOCKS SHOWN ABOVE
TOP FIXTURE WITH O X /16-1 X S W
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
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ZU I E
OPTIONAL VENT L -► A
(3) 5' WIDE AT 7" O.C. MAX.
OPENING AREA NOT TO EXCEED DESIGN
120 SQ. IN. COLONIAL
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
GEN
ERAL NOTES
/J L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
(!/ REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE.
2 ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
I ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
Al 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 IS USED IN DESIGN OF ANCHDRS INTO WOOD ONLY.
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OPTIONAL FLUSH FACE
WOOD GRAIN DESIGN
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M
DAB DOOR MODEL B24
MAX. SIZE 9'-4" WIDE X 16'-0" HIGH
i DESIGN PRESSURE RATING = + 50.0 PSF
- 60.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
rAD o' Y
7 mowcFRmseg, e
MI.. Y co"4y6lg with dw Flakla q iv
'. 5538�2 A�TCoc 1DI�sloel7o DIIO 0/b s
MO&VI cmucl =(M
ah"
a
v - 24 GA STEEL PANEL 4.0 c`
3/16' ALUM RIVETS g
c
C nG
m O
o
FLAPS BENT OVER PANEL Q f
I �,
.024" STL PANEL 1/2" PUNCHED HOLES (� p
0 4' D.C. F'F ryzG
OUTSIDE OF N V Q g
® v
1STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
((5F/i16'THR 5E5 ' �SCREWINSTALLED IN 9/16" DU1. HOLES IN CENTER STILE
LLYb14E PER BRACK& POSITIONED AT EYE LEVEL Y OD
O
OPTIONAL STOP MOULDING ANCHORS: o M
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER /� T/8' DIt_ POWER -BOLT RY 'PGw�ne•
TO MASONRY SEE NOTE ON SHEET 4 2" MIN. EMBED INTO CONCRETE C9 Q
j14 % 5/8' SMS 1-7/6" WIN. EDGE DISTANCE a
6 PER TINGE 3 4' X 2" X 2-1/2- X 18 GA Cg STEEL Z F V1
�ND STILE, CONNECT TO PANELS WITH 8) T/6' DIAL HLC SLEEVE BY 'HI TI' J
SOUTHERN PINE 1/2' % 1-3/4' X 059' FORMED STEEL FLAPS AND 3/16" ALUM RIVETS 1-1/4' MIN. EMBED INTO CONCRETE OR FILLED BLOCK Z p) rn O I
0.55 S.G. GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8' MIN. EDGE DISTANCE INTO CONCRETE O' [T)G �" ENO STILE WITH 3/16' POP RIVETS 0 12' O.C. 4' MIN. EDGE DISTANCE Kro FILLED BLOCK O O 3 '
c F Oz
r' 4-.
1-7/6" X 2-5/8" X .045' STEEL CONCRETE Po a 3000 PSI MIN. W O ID=
CENTER SOLE, GLUED AND RIVETED EDGE C-9D GROUT FILLED BLOCK f'm 2000 PSI MIN. (n 0)
TO PANEL W/ (4) 3/16' RIVETS DISTANCE (((W
1 1/2' MIN. I POP RNE�S - r-I �N'•=
e.: • .s.
I I 4/ HINGE B" S.M.S. j1'YT �---
1-3/16' 8
o gg�
1.9" X 2.19' X 3.3' X 102" ANCHOR TYPE A OR B a
STEEL TRACK BRACKETS (1) PER BRACKET
SEE SHEET 3 FOR SPACING $t SHEET 3 FOR BRACKET SPACING u K
'kDtMk
1/4-20 SS BOLT & NUT
7-1/2" X .050' GALV. STEEL H
2-1/8' X 1' X .078" CENTER HINGE 7-1/2' X 3' X .071' e m v a ui n
GALV. STEEL TRACK SECTION B-B END ROLLER HINGE
FASTENED TO TRACK PLATES 7/16" PUSHNUT W/ 1/4-20 X 5/8' TRUSS HD. INSTALLED ON ROLLER SHAFT NJ q
SSLOTTED M &LOCK NUT W/ .44 DIA X 4-1/4' STEM
INTERIOR SIDE
Fl CAN. �538 SZoods
A• Ao� ! 06 g k
Qootd drawing no.
0 9 -09
m
I I )POP RIVETS
2-3/4° X 5-1/2° % 3• % .104" 5/15° X 1-5/B" LAG SCREWS INTO WOOD OR
CAIV. STEEL 5/16" SLEEVE ANCHORS
TOP ROLLER BRACKET (DOUBLE) WITH 1-1/4" EMBED INTO MASONRY)
FASTENED W/ (6)� 14 % 5/8' S.M.S. _ _ J PER BRACKET
090 THY. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET 2-1/2' X 4-1/4' X 13 CA, STEEL PLATES
W/ 5/16-15 X 3/4' HEX HEAD - WELDED TO 1-1/2° X 1-1/2" X 14 CA AN
S EWS & NUTS. FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
HORIZONTAL REINFORCEMENT
1/2' % 1-3/4' % .059' FORMED STEEL
N CLUED TO PANEL AND FASTENED To
VERTId STILES WITH
(2) 3//116 POP RIVETS 2" X 5-1/2• X .104'
0. FASTENED W (4) // 14 X 5/B' STEEL .S.
40P ROLLER ew,CKEr 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 RNETS
—5/16' MEETING RIB T--
v 1.82' DIA. X .50" ROLLERS
,® W/ .44 DIA. X 4-1/4" STEM
OPTIONAL_ INSULATIONS:
'DYPI '
-
- BY aST PROIAu=TS LL
EPS-EXPANDED POLYSTYRENE
N
DENSITY; 1.05 PCF
O
N.DA /07-1107.08
OR
ISO-25 POLY-ISOCfANURATE
m
- DENSITY - 2.0 PCF
a
N.OA /07-0301.10
OR
_ HV ,INS
DENSITY a 0.92 PCF
N.OA ®07-1018.07
14 GA. GAIN. STEEL
ROLLER HINGES FASTENED �v
W/ (4) #14 X 5/8' SMS m
MIN..024" ROLL FORMED STEEL PANEL
DRAWING OUAUTY 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 5/8' SMS
_ BOTTOM SEAL
.058 ALUM PLATE
WITH 1/9' X 1' S.M.S. 6 48" O.C.
S_FaCT10N A -AA -A AND WEATHERSTRIPPING
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXnEEDING 8 FT. IN HEIGHT
II A
II
-- A—J
HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12•
14 GA. GALV. STEEL TRACK
2 x 2 X 1/8' HDRIZ. ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2' APART
FIRST AT 3" O.C.
REST AT 9' D.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-18 X 3/4" BOLT &NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8' BOLT & NUT
VERTICAL TRACK
SECTION A -A
DOOR
6 SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
1ST
2ND
3RD
4TH
STH
B1
B2
B3
'04
B5
86
B7
B8
6'-0'
18`
18
18
16
N/A
1'
11-J/4`
23'
34-
45'
56•
67°
-
6'-6'
7'-0'
21'
21'
21"
21"
21"
N A
1'
1.
11-3/4"
23
23'
34
34'
45'
45'
S6'
5fi'
87'
87'
-
-
7'-6'
16'
18" 118"
118"
16"
1"
11-3/4'
23'
34'
45'
58
fi7'
78-1/4"
8'-0'
21"
18"
18"
18"
21"
1'
11-3/4"
2J"
34°
45'
56'
67°
78-1/4"
--SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS /MORE THAN 8 Fr. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10° O.0
1.9• X 2.19' X 3,3- X .090'
STEEL TRACK BRACKEB
2-3/16' HIGH
CONNECTED TO TRACK WITH
0) 1/4° BOLTS
FlA PE'_ 70592
CAN 538
LOW HEADROOM
DOUBLE TRACK
Ir ? ro_
O
M
,M1
VI
ro w
(Limo I
F �0 Z 6
v) QN�
rowing no.
01-09
WOOD FME B I DIN S
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL 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.
WOOD BUCK CONN TION TO R! MNNRY
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR COW. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
NN. 16" O.C. INTO ODD PSI CONCRETE, 1WIIT" THM EMBED 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
18" O.C. INTO 3D00 PSI CONCRETE, WITH 1-3/4' MIN. EMBED
3' MIN. EDGE DISTANCE
3/8' CONFIEX 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' MN. EMBED, 4" M. EDGE DIST.
30 18' O.C. INTO DO 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 f 5 BARS EXTENDNG INTO FOOTING AND INTO TIE BEAMS
ALL BARS Srwu BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAI US BY OTHERS
4,w
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5/18' X 1-5//8'
TAG SCREWS STEEL STRUCTURE BY OTHERS
AT 12" O.C. MUST SUPPORT THE LOADS IMPOSED
F� �� SYSTEM
ANCHOR
SPACING
CHORS
STRUCTURE
EMBED
SPACING
EOOE IN
SLEEVE BY HILTI
GONG.
1-1 4
8'
1-5 8
SLEEVE BY HILTI
K.SL.EEVE-All
FILLED BLOCK
1-1 4
'
ABDLT BY fIW'
CONC.
1-1 2
B'
'
ABOLT BY 'ITW'
FILLED BLOCK
1-1 2
8"
BDLT BY POWERS
CONC.
2'
8'
1-7 8
BY SIMPSONS
CONC.
1-1 2
8"
^ � CONCRETE Pc - J000 PSI MIN.
W
ITHER $HUT "�✓ C-90 GROUT FILLED BLOCK f'm 2000 PSI MIN.
l.' . MAIL
EDGE �DIS<. ,
1-1/2' (OKT.45I%EEL AN 2,14 GA
1-1/2"
12 GA GALV. STEEL
FIAT BRACKETS f3' LONG
AT 12" O.C. IN DOOR QPNG.
AT 18" O.C. ABOVE DOOR OPNO.
CONNECTED TO CGNT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE 2-1/B" X 1' X 14 CA.
GAL .STEEL TRACK
FASTENED TO TRACK PLATES
W MAY.".
4-20X5/8' TRUSS HD.
S D . $ LOCK NUT
PRODUCTREVISED q o
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0,0D6� s
a
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M kCbrwd drawing no.
01-09
I,uo
K
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IR PANEL
GA. (.024) STEEL MIN.
e16" DIA. WASHER
�/e x Sf4' sMs
O 3/8 FROM ENDS
AND 7' O.C. MAX.
�(4) IS X 3/4' SMS
O 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
175 X .002 DEEP
GROOVE
1/4" POLYCARBONATE LEXAN
NOA #08-0305.02. 08 INNOVATIVE PLASTICS
175 X .062 DEEP
GROOVE
(4) /8 X 3/4" SMS
-O 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
\-/8 X 3/4' SMS
FROM ENDS
AND 7" O.C. MAX.
7/16" DIA. WASHER
IR PANEL
GA (.024) STEEL MIN.
/8 X 3/4" SMS
O 3/8' FROM ENDS
AND4-1/2" O.C. NAX.I
DOOR PANEL
24 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH .sDD 250
�v
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE C
1.765 1.725 Q O
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1.144
ao �
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WD MAX. WIDTH O a Q Q g
* EXTERIOR FRAME * INTERIOR FRAME °a cc
_ 0 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION MAX Q 1 3
N_
\g �� �zLo
o n�
A 8 C
1 G I
EE LE:
El M.8i ED
MIA
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
175 X .062 DEEP
/-GROOVE I
- - - - - - - - - ,91: aA AD' lAHMAD..
dul
FlA PE 170592
EXTERIOR 0, Lp1�
5/16" MIN. D.L. OPG. N
AZ{)40 SITE
WINDOW WIDTH
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Flaldat g I
O
omW drawing no.
01-09
ahaet 5 of 5