HomeMy WebLinkAboutProduct Approval MiAMFDADE MIAMI-DADE COUNTY
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) %nvw.miamidade.aov/economy
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 RER Product Control Section to be
used in Miami Dade Copnty and other areas where allowed by the Authority Having Jurisdiction(AHJ).
Tl is 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
bye Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
Tliis 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 18'-2"Wide w/
Window Lite Option(DP+40.0,44.0 PSF)
APPROVAL DOCUMENT:Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 05/l6/2005,with revision G dated 03/05/2015,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
in 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
I
aterials,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.
i
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#14-0814.03 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. 15-0317.01
MiAMr•DnDEcourrrr Expiration Date:March 29,2017
Approval Date:May 28,2015
aSl�9 J�r� Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
05/16/2005,with revision G dated 03/05/2015,prepared by Al-Farooq Corporation,signed
and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA #09-0128.06"
I. 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,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-08-2149AM,dated 06/27/2008,signed and sealed by Candido F. Font,
P.E.
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,PE.
"Submitted under NOA#06-0817.07"
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS
202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 05-1445,dated 03/18/2005, signed and sealed by Rafael E.
Droz-Seda,P.E.
4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by
Hurricane Engineering&Testing,Inc.,Report No.HETI 05-1446,dated 05/11/2005,signed
and sealed by Rafael E. Droz-Seda,P.E.
"Submitted ander NOA#03-0210.04"
5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
preparedby Celotex Corporation,Test Report No.258592,dated 08/17/1998,signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitter!under NOA#14-0814.03"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Alunad,P.E.
"Submitted tinder NOA #09-0128.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 11/21/2008,signed and sealed by Humayoun Farooq,P.E.
. ar IFI/
?,ot5 .
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.01
Expiration Date:March 29,2017
Approval Date:May 28,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics,for their
Lexan Sheet Products., approved on 11/28/2013 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-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc,for
their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and
expiring on 02/24/2016.
"Submitted tinder NOA# 05-0228.02"
6. 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.
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.
8. 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 "Submilled under NOA #14-0814.03"
'1. Statement letter of code conformance to the 51h edition(2014)FBC and of no financial
interest issued by AI-Farooq Corporation, dated 05/13/2014,signed and sealed by
Javad Ahmad,P.E.
OS/�g�ZOls
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.01
Expiration Date:March 29,2017
Approval Date:May 28,2015
E-2
7-1/2"X 2-1/4"X 16 GA. TOP FIXTURE 5-1/2"X 2-3/4"X 0.1"
GALV.STEEL CENTER HINGE PUSH NUT _STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER
W/(4) #14 X 5/8"SMS ��0 -- FASTENED TO END STILE WITH TO BE INSTALLED AT
° WITHOUT DELRON SLEEVE(STD.) rr ```� (6) y14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE
° 7-1/2"X 3"X 071'GALV.STEEL + O° Z
END ROLLER HINGE CENTER STILES 0 m
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W/(s) y14 x s/a^sMls 1 0 0 SEE SCH. �-^A
WITHOUT OFIRON SLEEVE STD. �1 0�
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7-1/2'X 2-1/4"X .071" - 0
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SPRING LOADED SLIDE BOLT(BOTH SIDES) W'
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MIN. LOCK ENGAGEMENT � ll _ - _- m 0 0 0 0 a w, 2 1'
CONFORMS TO SECTION 1008 REGARDING GARAGE DOOTt
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ABLE& NICO-PRESS SLEEVE "�'""✓-
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TOTAL OF Q TTI
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HEIGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8'X .010" L(3)5"WIDE AT 7"O.C. MAX. 0 3
STEEL PLATE COLONIAL DESIGN WOOD GRAIN DESIGN
6'-6° 2 SECTIONS 18'2 SECTIONS 21° OPENING AREA NOT TO EXCEED I-"�A 15 ,
G'-9" I SECTION I9' 3 SECTIONS 21' 5 WITH (4)y14 X 3/4"SDS 120 SQ. IN. MAX. DOOR WIDTH
7' 4 SECTIONS 21'- _,.. .— 16'-2"
7'•-6• 5 SECTIONS 1§1- DAD DOORS INC. ¢N 3 d
7'-9' 4 SECTIONS IB'1 SECTION 21" CENTER STILE Q S
e' 3 SECTIONS 18'2 SECTIONS 21 INSIDE ELEVATION Hurricane Master@ Model 824/811
B"-3• 2 SECTIONS IB'3 SECTI N 21• 6 OUTSIDE RAISED PANEL EMBOSSED DOOR Max. Size 18'-2" X 16'-0" High --�
-8'-6' i SECTION 78' 4 SECTIONS 21' HANDLE 1 END STILE •---- With Window Lite Option
8'-9• 5 SECTIONS 21'- Q y14 X 3/4°SELF DRILLING SCREWS MAY BE USED
9' 6 SECTIONS 18"- IN LIEU OF y14 X 5/8"sees — DESIGN PRESSURE RATING = + 40.0 PSF E
9'-3' 5 SECTIONS 18' 1 SECTION 21" LOCK BAR GUIDES - 44.0 PSF 'z^N
s-s•
!.SECTIONS1812 SEcnoNS 21 INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT o o
9'-9' 3 SECTIONS 18"3 SECTIONS 21' 7 WITH(4) y14 X 5/8^SMS --' GENERAL NOTES o n F €
10' 2 SECTIONS IB'4 SECTIONS 21' 9 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a
AST X 6W LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
10'-3" 1 SECTION IB• 5 SECTIONS 21• C
10'-6' 6 SECTIONS 21 - ENGAGES IN TRACK INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). C
10'-9' 6 SECTIONS 18'i SECTION 21" ON EACH SIDE OF D00� CENTER STILES SCHEDULE'A' Z, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. m 6 o z
IV 5 SECTIONS 18"2 SECTIONS 21 OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS 18'3 SECTIONS 21' .� DOOR WIDTHS 8 OF CENTER STILES DRESSING OR STUCCO.
11'-6, 3 SECTIONS 18'4 SECTIONS 21' 8 OPTIONAL lid- 8'-0'TO 9-102 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. y _,.' „•
11'-9-9' 2 SECTIONS 18'5 SECTIONS 21' LOCK BAR LOCKING SHOWN �I 10'-0170 I1'-10' 2 4. ANCHORING OR LOADING CONDITIONS OTHER THAN 71105E SHOWN IN
12' 1 SECTIONS IB'6 SECTIONS 21" ALTERNATE TO 12'-0'70 13'-10'-' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL.
12'-3' 7 SECTIONS 21'- _ SUITING LOADED SIJDE BOLT I 8'-0"TO 9'-10" _I 14'-0'TO 15'-IO' 4 _ S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o u c W r u
12'-6' 6 SECTIONS IB'2 SECTIONS 21• LOCKS SHOWN ABOVE F c
12'-9"S SECTIONS td'3 SECTIONS 21' DOOR WIDTHS 15'-1f'i0 t8'-2' S DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
13' 4 SECTIONS 18'4 SECTIONS 21' BUILDING CODC,TAS-202,TAS-201 k TAS-203 FOA HVF12 AND
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13'-9' 1 SECTION 18' 7 SECTIONS 21' -' -- -- CN.LnS s Mrils the FhYid� ,
14' 8 SECTIONS 21'- 10'-0"TO 11'-10". I�. 14'-0"TO 15'-10" CAN. 36
14'-3' 5 NS SECTIONS 18°3 SECTIONS 21' ODOR WIDTHS DOOR WIDTHS a- V �'
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14'-9• 4 SECTIONS 18'5 SECTIONS 21" C_---'
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15'5 2 SECTIONS 18 7 SECTIONS 21' Mf1 L 9
15'-6'iI SECTION 16" 8 SECTIONS 2t' 11
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W/FOUR 1 14 X 3/4"SELF DRILLING SCR. __�__ •- —Y-- - O M
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REINFORCING TRUSS { GALV.STEEL U.BAR REINFORCING TRUSS (6) FOR 21-
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91 BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE SRLES f (5) FOR 18"STILES a F
VERTICAL INTERMEDIATE STILES W/TWO W/TWO 14 X 5/8"S.M.S.AND TO END.STILE
R14 X 5/8"S.M.S.AND TO END STILE - W/FOUR B 14 X 3/h"SELF DRILLING SCR,
_ _ 16 GA X 2-1/4"X 3/4"X 2" I
W/FOUR X14 X 3/4'SELF DRILLING S. GALV.STEEL U.BAR REINFORCING TRUSS
1/2"X 1-3/4"X 16 GA. - _ _ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
OPEN TUBE®BOTTOM-,, W/TWO# 14 X 5/8"S.M.S.AND TO ENO STILE
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OPTIONAL STOP MOULDING_ m°L'3"
BY DOOR INSTALLER (714 X 5/8"SMS ��++ Q N S J
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STEEL TRACK BRACKET FASTENED 6 PER HINGE
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5/16"X 1-5/8"LAG SCREW' 1/2'X 1-3/4`X.058`FORMED STEEL ENO STILE, CONNECT TO PANELS WITH
(FULLY THREADED) CLUED TO PANEL AND SECURED 70 (4)3/16" FLAPS AND AB 3/16"ALUM RIVETS
HEX WASHER HEAD TYPE A SEE DETAIL ABOVE
END
STILE WITH J/16'POP RIVETS® 12"O.C. POP RIVETS SOLID BRASS DOOR VIEWER
AND PUNCHED FLAPS
SOUTHERN PINE ETY 'SCHLAGE SECURITY HARDWARE' w c5
0.55 S.G. 3/4'% 1-7/6"X 2-1/2"% .Da9" EDGE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
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DISTANCE---i POSITIONED AT EYE LEVEL o�
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14 GA-X 2-1/8'X 1"(STANDARD) GALV.-STEEL-CENTER c—'--
12 GA. %3-5/16"X 1-1/2'(OPTIONAL) 7/16'PUSHNUT HINGE 1.82" STEEL ROLLERS(STD.)FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82"DIA. N ROLLERS (OPTIONAL)
W/ 1/4-20 X 5/8"TRUSS HD. INTERIOR SIDE 2.75"DIA X.50"STEEL ROLLERS (OPTIONAL) 15 05-03
SLOTTED M.S.&LOCK NUT 2.75'DIA %.50" NYLON ROLLERS (OPTIONAL) r
SECTION 8-B WITH 5"STEM I Ila`leet 2O( rj
POP RIVETS2 X 2 X 1/8'HORIZ.ANGLE
5/I6"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ,TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK
L�2"_ 2-3/4"X 5-1/2"X 3"X .104- 5/16"SLEEVE ANCHORS CENTER SUPPORT REGO. ON DOORS WITH TWO WELDS AT 1-1/2"APART
Ir --ll TOP ROLLER BRACKET ON EACH SIDE STEEL WITH 1-1/4`EMBED INTO MASONRY EXAEEDINC B FT. IN HEIGHT FIRST AT 3'D.C. �Y
FASTENED W/(6) 8 14 X 5/8"S.M.S. _ _ 3 PER BRACKET / I I p •l REST AT 9"O.C.--
CONNECTED TO FLAG BRACKET ANGLE Z n w
2-1/2"% 4-i/4" X 13 GA. STEEL PLATES W/3/8-16 X 3/4'BOLT&NUT Q
.090 T11K.CALV, STEEL ADJUSTABLE ANO TO SPRING SHAFT GUIDE WITH W
SLIDE FASTENED TO BRACKET - WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE - A -� (2) 1/4-20 X 5/8"BOLT&NUT Q N i
W/5/16-18 X 3/4'HEX HEAD FASTENED TO TRACK -- �"O o
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TOP BRACKET a
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(STANDARD) TOP BRACKET
LOW HEADROOM I DOOR 14 GA.CALV.STEEL TRACK 2-1/8.X I"Xi.T.80"�" 0 t
SECTION A—A Q O w ct o
HORIZONTAL REINFORCEMENT
Effl1/2"X 1-3/4 X .058"FORMED STEEL Q r
CLUED TO PANEL AND FASTENED TO 2"X 5-1/2'X.104' Q, O
VERTICAL STILES WITH GALV.STEEL
(2) 3/16"POP RIVETS FASTENED WT P4)ROL14 X LER BRACKET FOR -- -- �'?N{ L1
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS a w N 5i
1/2°X 1-3/4"X .058"FORMED STEEL HEIGHT 1ST 2ND 3RD,4TH 5TH B1 B2 B3 B4 B5 B6 B7 68 �1
GLUED TO PANEL AND FASTENED TO .J C----7
VERTICAL STILES WITH - 6'-0° "k� 2
N/A 1"TO 2"11-3/4" 23"- 34" 45" 56" 67"
(2)3/16"POP RIVETS 6'-•6" !18
N/A 1"TO 2"11-3/4" 23" 45" 56" 67"—5/16"MEETING RID Ell 1 N/A1"TO 2 11-3/4" 23" 34" 45" 56" 67"� 7'-6" 18"I'TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4"
1.82"DIA.X .50" ROLLERS 0 8'-0" 21"i"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" I0 °0
W/ .44 DIA. X 4-1/4"STEM •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O
_= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. r
OPTIONAL INSULATIONS: w Ld Q
BY'OYPLAST PRODO_CTS�' o
EPS-EXPANDED POL751YRENE 0 o m
DENSITY- 1.05 PCF o m 1.9'X 2.19"X J.J'X.080" / 'Q Z F j
N.O.A. 811--0926.07 v
STEEL TRACK BRACKETS j COI_ W
OR r 2-3/16'HIGH / J
-- ISO-25 POLY-ISOCYANURATE m CONNECTED TO TRACK WITH
DENSITY= 2.0 PCF 4) 1/4"BOLTS&NUTS. / 1 0 O
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ROLLER HINGES FASTENED N
W/(6)814 X 5/8"SMS m q
m0200
MIN. .024"ROLL FORMED STEEL PANEL o W & w
DRAWING QUALITY 0-40
MIN.'A LO STRENGTH-34 KSI
WITH PRIMER AND BAKED-ON �3
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION v 3
APPLIED TO BOTH SIDES OF STEEL
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THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT W >M
TO WOOD STRUCTURES, IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN L,
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
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VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. f" ANCHOR SPACING _ 0 z�w
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LAG SCREWS STEEL STRUCTURE BY OTHERS 3/8'POWER-BOLT BY 'POWERS' CONC. 2 8" 1 2 2- W O Lo
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I A7 12"O.C.MAX. EDGE DIST_ J
PRESSURE TREATED 2%6 SO WOOD JAMBS WHICH StTIC. OL ANCHORED TO
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3"MIN.EDGE DISTANCE FILLET WELDS GALV.STEEL TRACK
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PREPARATION OF JAMBS BY OTHERS CNIL PRODUCF@SVISED
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RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY ——
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vR IArdUd droWing -no- -
MAXIMUM EXTERIOR(+)LOAD PER JAMB- (18.16' X 40 PSF)/2 363.2 Lbs per FL. l 05- 03
MAXIMUM INTERIOR(-)LOAD PER JAMB - (18.16'X 44 PSF)/2 z 399.5 Lb.per Ft. Sheet 4of
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SEE SHEET 2 FOR LOCATION
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ANCHORS _ STRUCTURE EMBED SPACINO IEOGE DIST. J N mo
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STEEL STRUCNRE BY OTHERS 3 8 POWER-BOLT BY PQWERS __GONG. 2° H° 2° W
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10'O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN. EMBED 1" g 3 c
10"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN. EMBED I -1/4-X 2-1/2°X 14 GA I o ''
3"MIN.EDGE DISTANCE 1 1-1/2" 1-I/2'I ~-CONT.STEEL ANGLE
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3'MIN.EDGE DISTANCE AT 12'D.C.OCIN DOOR OPNG.
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2-1/2°MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION
PREPAR Engr:JAVAD AHMAD . I c
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-drawing—no.- -
MAXIMUM EXTERIOR(+)LOAD PER JAMB (18.18' X 40 PSF)/2 m 363.2 Lbs per Ft. l 05-03,
MAXIMUM INTERIOR(-)LOAD PER JAMB= (18.16'X 44 PSF)/2 y 399.5 Lbs per Ft. sheet of 5
S00 250
* V
PLASTIC COMPLIES WITH +V
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