HomeMy WebLinkAboutProduct Approval lJ.5 )6x 7 31/144
MIAMI.DADS 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) www.miamidadLgov/economy
DAB Door Company,Inc.
12195 NW 981 Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOAas 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 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. RER 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:Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide with
Window Lite Option(DP+36.0,44.0 PSF)
APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Gafage
Door",dated 09/10/2002,with last revision K dated 03/09/2015,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 renewal 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/series
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 renews NOA#14-0814.10 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. 15-0304.01
MIAMI•i?ADE COUNTY
/ Expiration Date:July 21,2020
1s �, Approval Date:April 23,2015
d4 j!L�ZD Page I
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA #11-0414.12"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.HETI-07-4200,dated 05/02/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011,signed
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated
01/21/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#OS-0228.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report
No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,signed
and sealed by Rafael E.Droz-Seda,P.E.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)", prepared
by Hurricane Engineering&Testing Inc,Report.No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report N9.258592,dated 08/17/1998, signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-081410"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
�0641 K
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS(Cont.)
"Submitted under NOA#11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E.
3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E.
"Submitted under NOA#09-0128.02"
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. 140311.08, issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/2912017.
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-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
S. Notice of Acceptance No. 10-1129.04,issued to CeIlofoam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/2412016.
"Submitted under NDA#OS-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are 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 "Submitted under NOA#14-0814.10"
1. Statement letter of code conformance to the 51h edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
#0411 S
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
7-1/2"X 2-1/4'X 18 -GA. -"PUSH NUT TOP FIXTURE 5-1/2• X 2-3/4"X 0.1"
GALV. STEEL CENTER HINGE ^p STEEL PLATE WITH ONE 5/16-18 IAS W/NUT OPTIONAL DOOR VIEWER V
W/ (4) Q14 X 5/8"SMS i 1\ -FASTENED TO ENO STILE WITH TO BE INSTALLED AT Q
p WITHOUT DELRON SLEEVE(STD.) ` (6)#14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE N
'p 7-1/2"X 3-X .071"GALV. STCEL I 0 0 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS o
END ROLLER HINGE I 00 I Z
W/(6) #14 X 5/8"SMS ---`---J CENTER STILES Q
WITHOUT DELRON SLEEVE(STD.) SEE BCH. 'A' I--�A r.
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7-1/2"X 2-1/4"X.071• �: _- •-'----- _ - �,0
GALV. STEEL CENTER NINGE LOCK - _ -
0 W/(4) #14 X 5/8"SMS __-- ._2/DOOR
WITH DELRON SLEEVE(OPTJONACj--�.
I'W X .15 TIIK. IATCII. `� 1 V
CENTER HINGE STANDARD LOCK II�� I 0&a Q
SPRING LOADED SLIDE BOLT(BOTH SIC�St 1 I- I 0
FASTENED W/(4)#14 X 1/2"S.M.S. -I •Q N i
5/8" MIN. LOCK ENGAGEMENT •` [; __ _ __ _ -_ _-__ __ _-_ __- __-_ _ 0t g 0 3 4t m
CONFORMS TO SECTION 1008 REGARDING 1 -- '-'- '/ --- { — I—� d O o
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DOOR U'BIBS AT _ c ---- �— - -Z '� 1
HEIGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8"X.010- ` OPTIONAL VENTS N rn o 1
W-6' 2 SECTIONS 18'2 SECTIONS 21' -STEEL PLATE �'�-'�' OPTIONAL FLUSH FACE I �' a 1D
\/ W-9' i SECTION 18• 3_SECTIONS 21' WITH (4) #14 X 3/4' SDS (3) 5"WIDE A7 7'O.C. MAX. -� — .0 N
I OPNC.AREA NOT TO EXCEED 120 S0.W. -W000 GRAIN DESIGN I
MA%.ODOR WIDTH -•I^-�`� Z
T 4 SECTIONS 21'-
V-6' 5 SECTIONS 18•- CENTER STILE- L.,ABOORS INC.
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8' 3 SECTIONS 18'2 SECTIONS 21' HANDLE RAISED PANEL EMBOSSED DOOR /. N.
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2 SECTIONS 18'3 SECTIONS 21' END STILE IZE 16'-2"X 16'-D"High 0
1 SECTION 18' 4 SECTIONS 21' -- indow Lite Option
5 SECTIONS 21'- d14 X 3/4"50.F DRILLING SCREWS MAY BE USED
6 SECTIONS 18'- IN LIEU OF X14 %5/8"SMS
5 SECTIONS 18'1 SECTION 21' LOCK BAR GUIDES •—_—DESIGN PRESSURE RATING = + 36.0 PSftN EiINSTALLED ON END STILE4 SECTfONS 18"2 SECHON5.21 wITH (4) pta X 5/a'sMs THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 44.0 PSf3 SECTIONS TV 3 SECTIONS 21• GENERAL NOTES r2 SECTIONS 18'4 SECTIONS 21' �1 18T% .6W LOCK BAR TIi15 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE10
1 SECTION 18' S SECTIONS 21• A ENGAGES IN TRACK REOUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
6 SECTIONS 21•- 2S ON EACH SIDE OF DOOR INCLUDING HICH VELOCITY HURRICANE ZONE(HWIZ). c
10'-9' 6 SECTIONS 18'1 SECTION 21' CENTER STILES SCHEDULE'A' y
OUTSIDE KED LOCK 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. $z
I1' 5 SECTIONS 18-12 SECTIONS 21" CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL $
f V-3' 4 SECTIONS 18'13 SECTIONS 21' OPTION AL DOOR WIDTHS OF CENTER STILES DRESSING OR STUCCO.
11'-6 3 SECTIONS 18'4 SECTIONS 21• LOCK B4R LOCKING SHOWN ® 8'-0'TO 8'-10' 2 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
11'-9' 2 SECTIONS IB•5 SECTIONS 21' ALTERNATE TO ID'-0'70 11'-10' 2 H
12' i SECTIONS 18'6 SECTIONS 21' '- SPRING LOADED SLIDE BOLT •-•- ••-- 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN p m e
IZ'-J' 7 SECTIONS 21•- LOCKS SHOWN ABOVE 12'-0'Tp 13'-IO' 3- ry s
�B'-0'TO 9'-10-0'TO 9'-10" 14-0'TO 15'-10' __4 THESE DETAILS ARE NOT PART OF THIS APPROVAL. ;Sods$ a
12'-6' 6 SECTIONS 18'2 SECTIONS 21' 15'-tl'Tp 16'-2' 5 - 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �+0
DOOR 1YIDiHS
12113' 5 SECTIONS 18'13 SECTIONS 21• DOOR TESTED IN ACCORDANCE 201 THE TAS-203
OF FLORIDA 0
13' 4 BECKONS 10.4 SECTIONS 21' � _ BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR MMZ AND
13'-3' 3 SECTIONS 18'S SECTIONS 21' - ''�15'��'II� I I�7ry, ASTM EI886-05/ASTM E1998-09.
13'-8' 2 SECTIONS I8'6 SECTIONS 21" __---___-- '
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5/16" X 1-5/8-LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH POSITIONED AT EYE LEVEL
(FULLY THREADED) FLAPS AND(5)OR(6)3/16'ALUM RIVETS
HDI WASHER HEAD TYPE A 1/2•x 1-3/4'X .058•FORMED STEEL SEE OCTAL
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SOUTHERN 0.5 PINE - ."•e•. 1-7/8'%2-5/8•%.049•STEEL DISTANCE 1 A) 2"MIN. EMBED INTO CONCRETE(3000 PSI MIN.) o
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14 GA.X 2-1/8'X 1"(STANDARD) 1.82• DIA X.50" N1 0015 drawing no.
12 GA, X 3-5/16'X 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82"DIA. X .50'NYLON q
FASTENED TO TRACK PL1TE INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS(OTIO — OZ—Z
W/ 1/4-20 x 5/8"TRUSS HD. 2.75"DIA. X .50"NYLON ROLLERS(OPTIONAL
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POP RIVETS I-1/2'X 1/2"% 1/8"HORIZ.ANGLE
5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT.
2' 2-3/4'X 5-1/2'X 3"X.104" • 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS.
GALV.STEEL WITH 1-1/4`EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT— 2-X 2"X 1/8'HORIZ.ANGLE 1
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BRACKET ON FACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 8 FT,OR N
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ALM.STEEL ADJUSTABLE _ SPOT WELDED TO HORIZ.TRACK
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WITH 4 1 4-20 SS. BOLT&NUTS _ W/J/B-I6 XJ/4'80LT&NUT() / TRACK LENGTH - OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITHTOP BRACKET -
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VERTICAL STILES WITH SECTION A-A
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(( CAW.STEEL
FASTENED WTO(+4)ROLLER BRACKET FOR HORIZONTAL /.058'
1/2- iN
3/4' X 058' EFORMED STEEL LOW HEADROOM ICOR OPTION DOOR j HEIGHT 1ST SECTION
3RDHEIGHTS 4THH5TH 81 82 B�CKEB4PLACEMENTS 136 B7 I Be a 41 fg •F,{
GLUED TO PANEL AND FASTENED TO ! �
VERTICAL STILES WITH 6'-0" 1B`18' 18' 18"N/A 1'TO 2'11-3/4 23" 34' 45' 56" 67"
_ (2)3/16"POP RIVETS I 6'-6' 21"18" 18`21' /A i"TO 2"11-3/4° 23" 34° 45" 56" 67" -
-5/16"MEETING RIBI 7'-0° 21"21` 21"21` /A 1" fO 2"11-3/4" 23` 34' 45' S6` i 67"- -
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_ PLASTIC/STEEL ROLLERS - op
®. i.tl2' ULA.X .50' 6'-0" 21' 18" 18' 18" 21"1"TO 2'11-3/4'' 23 34" ! 45'
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I--,'W1.44 DIA.X 4-1/4"STEM p •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o L.C,j
=s FOR BOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C.
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.i 1-1/2"MIN. 1 SELF DRILLING SCREWS— d8 X 1' pl
_ OR SELF DRILLING SCREWS Z {�
Z I E 01ST. I w 3/16"'RIVEX'STEEL RNEFS OR O 'I£FgD1!
om m iv o MULTIGRIP W/DOME HEAD 3/16''RNEX'STEEL RIVETS
\w \ Q AT 48'O.C. MULTIGRIP W/DOME HEAD .E
j II AT 48"O.C. Q
\ I REINFORCEMENT C no O
1/2'X 1-J/4'X.058"
28Y 1/4"DIA.IAO SCREWS 20Y .I 1/4"DIA.LAG SCREWS FORMED STEEL
+ a
2000 BU \ WOOD BU-AT 5"FROM ENDS `AT 6'FROM ENDS
K1b�b
AND 15'O.C.MAX. I 1 AND 15"O.C. MAX. -
m
I I W'STPoP ADAPTER �'"'`� STEELIP ADAPTER
ALUMINUM l_J
O Q Q
0 I
RUBBER STRIPPING RUSHER W'STRIPPMC
3�
1- .050 '� A40
.700 348 Q S
0 Li
I
BF I �I 1.750--d 1.790—^1—�
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY 50-0.55 MIN.) \\� n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT '�j --- '• �wN'
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN (L-3 WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD. INSTALLATION MAY BE _ _._ _. yF-.VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING ,WANCHORS STRUCTUREEMBED SPACING EDGE DIST. Q �01 L� 1
8 HLC SLEEVE BY HILTI CONIC. I 1-I 4 B" 2" 0STEEL STRUCTURE BY OTHERS POWER-BOLT BY POWERS CON". 2" 8' 2 �5/16'X 1-5/8' MUST SUPPORT THE LOADS IMPOSED SLEEVE-ALL BY SIMPSONS CONIC. 1-1 2 8" 3" Obi
LAG SCREWS fN DOOR SYSTEM - m��
AT 12"O.C. CONCRETE-90GRT I ED 13 PSI MIN. 0 N=
C-90 GROUT FILLED BLOCK f'm 2000 PSI MIN. N
5/16"DIA BOLTS - - -
.
[WITH WASHER h NUT _�"`^•� -� �•._ .. - �
WOOD BUCK CONNECTION TO MASONRY V'° AT 12'O.C.MAX. EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 11.5
1/4'ULTRACON BY'ELCO'WITH SPACING OF
12"O.C.INTD CROUi FILLED BLOCK WALL,WITH 2-1 4'MIN. EMBED .___._ //
13"O.C.INTO 3000 PSI CONCRETE,WITH 1-J/4"MIN.EMBED 1-I/2' 1_1/2• `—'COMASTEE2-1 NCLEX 14 CA 1-1/2" o
2-1/2"MIN. EDGE DISTANCE j 1K
TAPPER BY'POWERS'WITH SPACING OF 12 C0.DAILY.STEEL
11'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED FIAT BRACKETS t3"LONG 2-1 8"% 1"X 14 CA.
13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1/16'X 2-1/2' AT 12'O.C. IN DOOR OPNG. GALV.STEEL TRACK
3°MIN. EDGE DISTANCE FILLET WELDS- AT 1B"O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3/8"CONFLE%BY'ELCO'OR AT 12"O.C.MAX. CONNECTED TO CONT.ANGLE W/(21 1/4-20X5/8"TRUSS HD. ^v „
W 3 SPOT WELDS AT EACH SIDE SLOTTEE0{MA.S.k LOCK RUT
3/e"LDT BY'ITW'WITH SPACING OF /() a•
23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED 0 o "'
3"MIN. EDGE DISTANCE ONTIN 0 N. TRACK REVERS TRA-K CONTINUOUS ANGLE TRACK 'H a u$e a
3/B'HUD SLEEVE BY'HILTI'WITH SPACING OF IO WoDD RUCK IO STEEL TO CONCRETE ANO FOIED BLOCK w c x-
10"O.C.INTO GROUT FILLED BLOCK WALL, WITH -1/4p MIN.EMBED.4"MIN.EDGE DIST.
IS"D.C.INTO 3000 CONCRETE,WITH 1-1/4"MIN.EMBED AND ALTERNATE TRACK INSTALLATION 1 I
2-1/2"MIN.EDGE DISTANCE Engr:JAVAD AHMAD g c
PREPARATION OF JAMBS BY OTHERS CML PRODUCi1 ENEWCO
FIA.PE p 70592 r 1YL111 T1b F1pfi4A I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.SS78 BilAftb caft v, ��I
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED /5��1 P
BY DOOR SYSTEM. gmmw 'LV_ is §_j 'S j
FOR DOOR REPLACEMENT IN REiROrIT BUILDINGS WITH NO ENGINEER OF ' '�- J
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY r drawing no.
BUILDING OFFICIAL UPON INSPECTION. 2D15 e
02-21
MAXIMUM EXTERIOR(+)LOAD PER JAMS (16.16'X 62 PSF)/2 291 Lbs per Fl. --
MAXIMUM INTERIOR(-)LOAD PER JAMB = (16.16' %44 PSF)/2= 355.5 Lbs per Fl. sheet 4ot 5
?.SD r, y
* PLASTIC COMPLIES WITH .500 �v N
DOOR PANEL CHAPTER 26 OF FBC 4Y
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE G
1.765
1.725 F'
Q of
7/16'DIA.WASHER IWSy
L144 � O
1%0L 0 t I
I n
I p8% J/4'SMS 21 3/4' I v- t�1
�A�J 1 ®3/8'FROM ENDS �• .176 I'+—.800 a M
A 111 7 1 AND 7"D.C.MAX. WOW.WIDTH C a Q C
*EXTERIOR FRAME * INTERIOR FRAME c
I I1 I r-.i 18 1/8" RIGID PVC ONE PIECE INJECTION IRIGID PVC ONE PIECE INJECTION
(4)18 X 3/4'SMS d.lx d MAX. ------- Q lu g
-3/8"FROM ENDS ; \J O.L.O.
•II' 1 �. AND 6-1/2'O.C.MAX. d, p In J 13
'IIII
I 175 X .062 DEEP ,O I � )i '�• o
.111 GROOVE
ED
III. 1/4"POLYCARBONATE LEAN •, -� ¢¢ M
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(4) y6 x 3/4"s1As INSIDE ELEVATION ca
III. I O 1-3/8'FROM ENDS I
' RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS m �"
it 1 AND 6-1/2"D.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 7 "
I
I I - i8 X 3/4'SNSOC
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B A J/8'FROM ENOS 175 X .062 DEEP
L I AND 4-I/2'O.C.MAX. GROOVE
alslScB
1 - I �0
B8 X 3/4'SMS
a 3/8"FROM ENDS
AND 7'O.C.MAX. r __-----"` qq
E.g,.-JAVAD AHMAD PRODUCT RENEWED d
7/16-DWASHER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WL r *a� 1
/ UL FLA PCIVIL
705 2 BURaIp
`` CAN.3538 Aa44pt�lo0 top 'd 0 $ 1 ,�• }`
DOOR PANEL EXTERppGIOR By
DOOR PANEL 15/16"MW. O.L. b
24 GA. (.024)STEEL MIN. C drawing no.
. I 1J .
24 GA. (.024)STEEL MIN. GLAZING SITE 02,.-_2l
WINDOW WIDTH
sheet 5 at 5