HomeMy WebLinkAboutNotice of Acceptance MIAMI-DiADE 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(7867315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/oera/
DAB Door Company,Inc.
12195 NW 98"`Avenue
Hialeah Gardens,FL 33018
SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of
construction materials.The documentation submitted has been reviewed 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:9'-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 I 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
MlAMt•DADECOUPITY Expiration Date:August 9,2016
Approval Date:March 1,2012
00/ /It--?0/.7,
Page 1
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 24113.2.1,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
1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs (PERA)
DZ 2/ 2017-
C rlos 1W.tfirera,P.E.
Product Control Examiner
NOA No.12-0110.06
Expiration Date:August 9,2016
Approval Date:March 1,2012
E-1
DAB Door Comnany.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-C1 Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on
01/11/2012.
"Submftled under NVOA #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-Sella,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.
a2/zr/2°t�
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" V
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT �4 qi
FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER
7-1/2"X 3"X .071"CALV. STEEL m (8) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT
END ROLLER HINGE - CENTER STILE Z
W/(6) # 14 X 5/B"SMS 00 CENTER STILE 0
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2%ODOR
1"W X .15"THK. LATCH
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) - - - -_ _- 00
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FASTENED W/(4)# 14 X 1/2'S.M.S. — - O
MIN. LOCK ENGAGEMENT CONFORMS TO o rMi
bC1012 REGARDING GARAGE DOORS w
- I N Z
DOOR HEIGHT CONSISTS OF m 1 TTI C1 O 1
2 SECTIONS 1S"2 SECTIONS 21' 158LEI Be NICO PRCRS STYPELEEVE ° `� L—A O 0
S'-9" 1 SECTION 18" 3 SECTIONS 21' W MIN. 5 TO 1 SAFETY FACTOR OPTIONAL VENT
7• 4 SECTIONS 21"- (3) 5"WIDE AT 7"O.C. MAX, OPTIONAL FLUSH FACE UZ .^n
N
7.-3• - m OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN w to
7'-8" 5 SECTIONS W. IN. COLONIAL DESIGN U)
ONS 18"- 6"X 3"X 0.1'
7•-9' 4 SECTIONS 18"1 SECTION 21" STEEL PLATE LL m MAX. DOOR WIDTH _
B' 3 SECTIONS 18"2 SECTIONS 21" WITH (2) #14 X 5/8"SMS m
2 SECTIONS 18'3 SECTIONS 21" B'-4" O
8'-8" II SECTION 18' 4 SECTIONS 21"
a'-9" s SECTIONS 2t"- BRACKET BRACKET INSIDE ELEVATION
e 8 SECTIONSte'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR gg
B'-3" 8 SECTIONS 18'1 SECTION 21" DOOR OPTION C
9-8' 4 SECTIONS 18"2 SECTIONS 21"
B'-9" 3 SECTIONS 18"3 SECTIONS 21" 7-7 8"X 3-1/8"X .010"
10' 2 SECTIONS 18'4 SECTIONS 21' STEEL PLATE p n %
10'-3' 1 SECTION 18 5 SECTIONS 21" CENTER STILE WITH (4) e14 K 3/4"SDS DAB DOOR MODEL 524 f3
10'-8" 6 SECTION.21"- MAX. SIZE 9'-4" WIDE X 15'-0" HIGH v
10'-9' 6 SECTIONS 18"1 SECTION 21' OUTSIDE
THANIDE END STILE 3
1s SECTIONS 18"2 SECTIONS 21" DESIGN PRESSURE RATING = + 50.0 PSF
111-31 4'SECTION3 18"3 SECTIONS 21'
11•-8" 3 SECTIONS 18"4 SECTIONS 21" - 50.0 PSF
11'-9" 2 SECRONS 18'S SECTIONS 21" ° LOCK BAR GUIDES 'N S e d
12' 1 SECTIONS 18"8 SECTIONS 21"
12'-3 7 SECTIONS 21"- INSTALLED END STILE •No 6 o
WITH (4) X1144 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT s
12'-6" 8 SECTIONS 18°2 SECTIONS 21"
12'-9" 5 SECTIONS 18"3-SECTIONS 21" 18T X.6W LOCK BAR
13' 4 SECTIONS 18'4 SECTIONS 21" ENGAGES IN TRACK GENERAL NOTES
13'-3" 3 SECTION.18'5 SECTIONS 21" ON EACH SIDE OF DOOR a Q
13'-e' 2 SECTIONS 18"6 SECTIONS 21" L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE En9r.JAWf9/Q.AD, PRODUCFREVISED o
13'-B' 1 SECTION 18" 7 SECTIONS 21" OUTSIDE KEYED LOCK REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING CIVIL mmmPlyle8wi1611ro Flpf{Ae 1 9
14' 8 SECTIONS 21'- LOCK BAR LOCKING SHOWN RICH VELOCITY HURRICANE ZONE. F1i1.PE U 70592. BWIdire Cob
14'-3' 6 SECTIONS 18"3 SECTIONS 21" ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL BE AS US-TED, SPACED AS SHOWN ON DETAILS. CAN. 536 A DInKa Np T/oIJD D�� s
14'-8' S SECTIONS 18'4 SECTIONS 21" ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL g
14'-0" 4 SECTIONS 713°6 SECTIONS 21' DRESSING OR-STUCCO. / v`
165' 3 SECTIONS.2 SECTION.1W 6 SECTIONS 21 7 SECTIONS 21" 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. i ZOw��^O\� M Caiud drawing
151-6" 1 SECTION 9 SECTION518" 5 SONS 21" 4 THESE°DETAILS ARE NOT PART ORING OR LOADING F THIS APPROVAL.ITIONS OTHER THAN THOSE SHOWN IN Qv `,Ofb 4 oA-09
18' 8 SECTIONS 18"4 SECTIONS 21"
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. O sheet 1 of 5
y 24 GA. STEEL PANEL
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FULLY THREADED))
NE PER BRACKET POSITIONED AT EYE LEVEL END STILE 0
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ANCHORS: o M
OPTIONAL STOP MOULDING 3/8"DIA. POWER-BOLT BY'POWERS'
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER 2"MIN. EMBED INTO CONCRETE a
TO MASONRY SEE NOTE ON SHEEP 4 1-7/8"MIN.EDGE DISTANCE V1
X14 X 5/8"SMS3(4"X 2"X 2-1/2"X 18 GA.STEEL Z Z �'
6 PER HINGE ND STILE,CONNECT TO PANELS WITH 8)}/B"DIA.NLG SLEEVE BY'NILTI' tb UJ tO
1/2"X 1-3/4"X.059"FORMED STEEL FLAPS AND 3/16-ALUM RIVETS 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK In m O 1
SOUTHERN PINE •• GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8"MIN. EDGE DISTANCE INTO CONCRETE Q
0.55 S.G. EDG DST°•• END STILE WITH 3/16"POP RIVETS® 12"O.C. 4"MIN. EDGE DISTANCE INTO FILLED BLOCK O O 3
p U oQ Z
•e °' . 1-7/8'X 2-5/8"X,045"STEEL CONCRETE 1'c- 3000 PSI MIN, y 'nEDGE
CENTER STILE,GLUED AND RIVETED DISTANCE C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN.
I TO PANEL W/(4)3/18"RIVETS v
1 1/2"MIN. I POP RIVETS
#14 X 5/8'S.M.S. •;,° 1�3/ley O
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G`ALV. STEEL TRACKSECTION B-B END ROLLER HINGE
FASTENED TO TRACK PLATES 7/16"PUSHNUT 1.82" DIA. X .50" _
W/ 1/4-20 X 5/8"TRUSS HD. INSTALLED ON ROLLER SHAFT NYLON/STEEL ROLLERS '
SLOTTED M.S. & LOCK NUT W .44 DIA.X 4-1 4' STEM �J Q
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01-09
sheet 2 of 5
2'— POP RIVETS r
5/18"X 1-5/8"LAC SCREWS INTO W000 OR HORIZ. TRACK SUPPORT, 2 X 2 X 1/8"HORIZ.ANGLE
2-3/4"x 5-1/2'X 3"X.104" SPOT WELDED TO HORIZ.TRACK U o
} � / GALV.STEEL 5/16"SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITH TWO WELDS AT 1-1/2"APART m
Q TOP ROLLER BRACKET(DOUBLE) W� 1-1/4"EMBED INTO MASONRP EXREEDING B FT. IN HEIGHT FIRST AT 3"O.C.
FASTENED W/(6)# 14 X 5/8'S.M.S. _ _ 3 PER BRACKET i A�-, REST AT 9"O.C.
CONNECTED TO FLAG BRACKET ANGLE Z of o
090 THK.CALV.STEEL ADJUSTABLE W/3/8-18 X 3/4"
BOLT&NUT
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH 'F
W/5/18-18 X 3/4"HEX HEAD WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE -- A�-J (2) 1/4-20 X 5/8"BOLT&NUT }
M. SCREWS&NUTS. FASTENED TO TRACK
WITH(4) 1/4-20 55. BOLT&NUTS -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" O
HORIZONTAL REINFORCEMENT a
1/2"X 1-3/4"x.059"FORMED STEEL 14 GA GALV. STEEL TRACK 2-1/8VERT'i- TRACK C
N GLUED TO PANEL AND FASTENED TO SECTION A—A
VERTICAL STILES WITH
O d (2)3/16"POP RIVETS 2"x 5-1/2"% .104" Q L h O
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a FASTENED W/ 4)�f 14 X V�8"S.M.S.
TOP R6LLER 8RACKET FOR
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HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS J
GLUED TO PANELXAND FASTENED TED O EEL HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 B3 94 B5 86 87 B8 a
VERTICAL STILES WITH 8'-0" 18" 18" 18" 18"N A 1" 11-J/4" 23" 34" 45" 56" 67 - O
(2)3/16"POP RIVETS 6'-8" 21"18' 18"21"N/A 1" 11-3/4" 23" 34" 45" 58" 67" -
8/16"MEETING RIB 7'-0" *21'
21-121-121-N/A 1" 11-3/4 23" 34" 45" 56" 87"
18-118-118- 18" 1"' 11-3/4" 23" 34" 45" 56' 67" 78-1/4"
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8'-0" 18" 18"21 1" 11-3/4" 23" 34" 45 56 87 78-1/4" 0_ °D
1.82" DIA. x .50"ROLLERS 0— SECTIONS ARE NUMBERED STARTING AT THE BOTTOM 0 M
W/ .44 DIA. %4-1/4"STEM = FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. N1
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ROLLER HINGES FASTENED �{ P
W/(4) #14 X 5/8'SMS m z 8
MIN. 024"ROLL FORMED STEEL PANEL ° }y
DRAWING QUALITY G-40
MIN.YIELD STRENGTH -34 KSI u w S
WITH PRIMER AND BAKED-ON TRACK CONFIGURATION 2 o i5
POLYSTER PAINTED TOP COAT z Id
APPLIED TO'BOTH SIDES OF STEEL
N
Goa VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM 0 m u o w w
DOUBLE TRACK
AVAILAii{ PTIONS
12 GA.GALV.STEEL Engr.JAVAD AH6 PRODUCT BEVLSED q B
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SECTION A-A AND RUBBER WEATHERSTRIPPING
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ANCHOR SPACING 0O
ANCHORS STRUCTURE I EMBED SPACING EDGE DIST. o
3 HLC SLEEVE BY HILTI co C. 1-1 4 B" 1-5/8- to
3/91-HLC SLEEVE BY'HILTI' FILL BLOCK 1-1 4 e" 0 Q
9/18°X 1-5/8" 3 8 DYNABOLT BY ITW' CONC. 1-1 B" U a
LAG SCREWS STEEL STRUCTURE BY OTHERS 3 8 DYNABOLT BY ITW FILLED BLOCK 1-1/2"1 B• 3-3"4 Z uj e
AT 12"O.C. MUST SUPPORT THE LOADS IMPOSED 3 POWER-BOLT BY POWERS CONC. 1-7 8 — w '
BY DOOR SYSTEM 3 8 SLEEVE-ALL BY SIMPSONS CONC. 1-1"2 8• 1-7 8 01 C I
CONCRETE f'c 3000 PSI MIN, O O Z
5/18"DIA. BOLTS 0-90 GROUT FILLED BLOCK fm 2000 PSI MIN. F
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WOOD FRAME BUILDING S `;• I AT 12"O.C. MAX. EDGE DIST. u) O7 W
STUD WALLS AM DOOR OPENING(NOT BY DAD DOORS) JI
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR SERER
WOOD STUDS. \.
SND WALLS TO BE CONT. FROM FOOTING TO TIE BEAM,
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE 1-1/4 X L ANLL % 14 GA
SUPPORTING STRUCTURE. 1-112" 1-1/2" CONT.STEEL ANGLE 1-1/2°
SNOOD BUCK CONNECTION TO MASONRY 12 GA. GALV. STEEL
FLAT BRACKETS t3"LONG M
TRACK SHALL BE SECURED WITH CONT.STEEL ANGLE H PRESSURE AT 12"O.C.IN DOOR OPNG.
TREATED 2%8 SYP WOOD JAMBS WHICH SHAH DE ANCHORED TO u €
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH AT 18"O.C.ABOVE DOOR OPNO,
CONNECTED TO CONT.ANGLE C
1/4"ULTRACON BY'ELCO'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE 2-1_/B"X 1"X 14 GA. y
20"O.C.INTO BLOCK WALL,WITH 2-1/4"MIN. EMBED GALV.STEEL TRACK
18"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EMBED FA//ST((EN))ED//TO TRACK PLATES
2-1/2"MIN. EDGE DISTANCE SiAT'T2ED 14.4.&X5/8' RUSE H0.
1/4"TAPPER BY'POWERS'WITH SPACING OF LbCK NUTc
14"O.C. INTO BLOCK WALL,WITH 1-1/2 MIN. EMBED li.O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED ALTERNATE TRACK INSTALLATION 3'MIN. EDGE DISTANCE 3/8"CONFLEX BY'ELCO' OR
3/8"LOT BY'ITW'WITH SPACING OF
24"O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED ." '• Q
2"MIN. EDGE DISTANCE Ilgf:JAVpq;AH ;0 PRODUCT1tBYtSBD
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF FLA.PE 70592 No 0 s
17"O.C.INTO BLOCK WALL,WITH 1 WITH MIN. EMBED,4"MIN. EDGE DIST, 1C.AN.,,536
1B"O.C.IMD 3000 PSI CONCRETE, WRFi 1-1/4"MIN. EMBED AND
2-1/2"MIN. EDGE DISTANCE '
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THE BLOCK WALL CELLS SHALL BE GROUT TING AND REINFORCED I^p11 Iyl ConMd
WITH FOUR 8 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SWILL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. NQ drawing no.
PREPARATION OF JAMBS BY OTHERS 01-09
sheet ¢ of 5
.500 12,50
PLASTIC COMPLIES WITH yrU m
DOOR PANEL SECTION 2612 OF FBC 2007
24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE q
Z m
1.765 1.725
IL
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7/16"DIA.WASHER a,O�„ °I:1
1.144
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I 0 3/B FROM ENDS MAX. .178 O d Q Q
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1 ' * EXTERIOR FRAME * INTERIOR FRAME m 00 o a
i•11 Ia 18-1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
(4)N8% 3 LL
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