HomeMy WebLinkAboutProduct Approval RECER":1 OCT 0 7 2015
MIAMI•DADE 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.miamidade.eov/economv
DAB..Door Company,Inc.
12195 NW 98"Avenue
Hialeah Gardens,FL 33018
SCOPE: FILE C O PY
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 itis 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 Garage
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 I 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.
�f NOA No. 15-0304.01\1
MIAMI•DADECOUrm / Expiration Date:July 21,2020 '
•••0is �. Approval Date:April 23,2015 j
04l to po Page 1
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DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-21,titled 1124 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
01/2112011,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.
b. 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 NDA#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 No.258592,dated 08/17/1998, signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.10"
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.
04 ib 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. 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. I1-0926.07, 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.
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 02/2412016.
"Submitted under NOA#OS-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of`TVC 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 5"edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05113/2014,signed and sealed by Javad Ahmad,P.E.
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
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GALV.STEEL CENTER HINGE '`0 STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER V p
W/ (4) #14 X 5/8" SMS rr `�� -FASTENED TO ENO STILE WITH TO BE INSTALLED AT
WITHOUT DELRON SLEEVE (STD,) 1 (6) 914 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE N
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W-6" 2 SECTIONS 18-12 SECTIONS 21' STEEL PLATE L OPTIONAL FLUSH FACE I (_ o I ¢ (°O
`� -� (3)5"WIDE AT 7"O.C. MAX. `. JY�r, r...O 3
111"' B'-9' I SECTION 78' J SECilONS.21' WITH (4) y14 X 3/4" SDS I WOOD GRAIN DESIGN LD m
7' 4 SECTIONS 21•- - OPNC.AREA NOT TO EXCEED 120 S0.IN. - f_-�,.-�A- -' O Z=
_ MAX. DOOR WIDTH Z.
7,-3" _ _ 16,_2„ ..— _ rr v1
7'-8" 5 SECTIONS 18'- CENTER STILE-- DAB DOORS INC. D3 -T
T-9• 4 SECTIONS 18" 1 SECTION 21" INSIDE ELEVATION ¢N$ w
OUTSIDE Hurricane MOsterW Model 824/811 f x
B' 3 SECTIONS 18'2 SECTIONS 21' _ HANDLE RAISED PANEL EMBOSSED DOOR N
8'-J' 2 SECTIONS 18•J SECTIONS 21' END STILE MOx. Size 16'-2" X 1 fi'-0° High
W-6" 1 SECTION 18' 4 SECTIONS 21' rWITH
_ j� With Window Lite OptionB'-9" 5 SECTIONS21'- q y14 X 3/4"SELF ORILUNG SCREWS MAY BE USED ---
9' B SECTIONS 16'- NUEU OF y14X5/8"SMSR culDes — DESIGN PRESSURE RATING = + 36.0 PSF
9'-3' S SECTIONS 18' I SECTION 21" " D ON END STILE ---- -----
9'-6_4 SECTIONS 7B'2 SECTIONS 21' y14 X 5/B"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 44. 111 6 6i9'-9' 3 SECTIONS 18'3 SECTIONS 21' A __ GENERAL NOTES10' 2 SECTIONS 1B'4 SECTIONS 21' �} OCK BAR T1{IS PRODUCT HAS BEEN DESIGNED ANO TESTED TO COMPLY WITH THE o10'-3' 1 SECTION18' 5 SECTIONS 21' R RACK flEOUIREMENTS OF THE FLORIDA BUILDING CODE(FBG)FIFTH EDITION(2014) 3
10'-6' 6 SECTIONS 21•- 25 ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). cc mak' 4
10'-9' 6 SECTIONS 18'1 SECTION 21" CENTER STILES SCHEDULE'A' y 0 0
OUTSIDE KEYED LOCK 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
11' S SECTIONS 18'2 SECTIONS 21" CENTER SME,CONFIGURATION 2.
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3" 4 SECTIONS 18'3 SECTIONS 21" OPOCKNG ®� ® DOOR WIDTHS B OF CENTER STILES DRESSING OR STUCCO. z
11'-0" 2 SECTIONS 18'4 SECTIONS 21" LOCK BAR LOCKING SHOWN 8'-0'TO 9'-10' 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
_I1=9' 2 SECTIONS t8'S SECTIONS 21' ALTERNATE TO ID'-0'70 1t'-10' 2
12' 1 SECTIONS 18'6 SECTIONS 21' - SPRING LOADED SLIDE BOLT -•- - •-- 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o m u
12'-3" 7 SECTIONS 21-1- LOCKS SHOWN ABOVE 12'-0'TO 13'-10" 3-
THESE DETAILS ME NOT PART OF THIS APPROVAL.
8'-0"TO 9'-10" 14'-0'TO 15'-10' 4 0 6
12'-6' 6 SECTIONS 18'12 SECTIONS 21' - -- 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
12'-9'ESECTIONS
SECTIONS I8"3 SECTIONS Z1' DOOR WIDTHS 15-11 70 16'-2' --5 _ x
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA —�
13' ONS 18"4 SECTIONS 21' BUILDING CODE,TAS-202,TAS-201 4t TAS-203 FOR HVHZ AND
13'-3' ON,IB'S SECTIONS 21' MOM 'I I��I I ASTM EIA86-OS/ASTM E1998-09. -_--
l3'-B' ONS 18"6 SECTIONS 21' IIS I� TIL---meq , g
13'-9" ON 18' 7 SECTIONS 21' Engr.JAVAD AHMAO
14' ONS 21'- FLA.PEAL 70592 � ®-14'-J'- IONS-18"3-SECTIONS-21• -- - - -. _. 10'-0�TO 11'-10" _-_ __ 14'-0"TO 15'-10" CA.N. ]B14'-6' IONS 18'4 SECTIONS 21' DOOR WIDTHS / ArDOOR WIDTHS14'-8' 10N5 18'S SECTIONS 21' Y I W......r.l '�'4 4J Ill . LSI raw-ma15' ION, IB'6 SECTIONS 21' I By drawing no.
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15'-6' 1 SECTION 18' B SECTIONS 21' I R {- j �1------R 2015 Vtedld C7Rl�u1 ort-21
I5'-9' 9 SECTIONS 21'- l� 12'-0"TO 13'-10•'-_- 15'-11"TO I6'-2" �-
18' 6 SECTIONS 18-14 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS 4`A Sheet 1 O( rj
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TO WOOD JAMB WITH 14 x 5/8"SMS 3/4"x 2"x 2-1/2"x A49'STEEL INSTALLED IN 9/16 DIA. HOLES IN CENTER STILE O
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(fi)3/I6"ALUM RIVETS
( ) SEE DETAIL ABOVE
HEX WASHER HEAD TYPE A GLUED
X 1-3/4'X A56'FORMED STEEL 3i W N
ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET �H N
END STILE WITH (4) 3/16'POP RIVETS ,;F/6'nIA POWER-BOLT BY'POWERS'
SOUTHERN PINE - • 1-7/8"X 2-5/8"X 049'STEEL. AN
EDGE �I q 2"MIN. EMBED INTO CONCRETE(3000 PSI MIN.) 0 ,-
0.55 S. •� DISTANCE ) 2"MIN. EDGE DISTANCE "' 3
CENTER STILE,GLUED AND RIVETEDI 3
TO PANEL W/(4)3/16"RIVETS ."1- MIN. [". j1-3/16 i/8'rne_ HLG SLFEVc RY'HILTI'A 14 X 5/6"S.M.S. e' e° 1 DIST. r 4/HINGE1B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCKb2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
4"MIN. EDGE DISTANCE INTO FILLED BLOCK
1-3/16' CONCRETE f'c - 3000 PSI MIN.C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. h1.9°X 2.19'X3.3"XKETSANCHOR TYPE A OR BSTEEL TRACK BRACKETS I I I I (1) PER BRACKETSEE SHEET 3 FOR SPACING SSEESHEET J FOR BRACKET SPACING
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STEEL TRACK CENTER HINGE By draWin no.
14 GA.X 2-1/8'X V'(STANDARD) 1.82"DIA. X .50"STEEL ROLLERS (STD. r 0 _015 9
12 GA. x 3-5/16"X 1-1/2'(OPTIONAL) 7/8"PUSHNUT 1.87'DIA. X .50"NYLON ROLLERS(OPTIONAL 02-21
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS (OPTIONAL—
W/1/4.20 X 5/8"TRUSS HO. 2.75"DIA. X .50" NYLON ROLLERS (OPTIONAL) (sh�eett 2Of 5
SLOTTED M.S. &LOCK NUT SECTION B-B WITH 5"STEM `---�
RIVETS 5/16"
X 1/2"X 1/8"HORIZ,ANGLE
POP R
5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. �� o
2 2-3/4'X 5-1 2"X 3-X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITHOUT INSULATION OR WINDOWS,
—�{ / WITH 1-1 4 EMBED INTO MASONRY EXPEEDING 8 FT. IN HEIGHTS 2"%2"X 1/8"HORIZ.ANGLE -_ N
---- I GALV.STEEL /" '-'
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 8 FT.OR o
11 1 DOORS WITH INSULATION OR WINDOWS z w
_ FASTENED W/(6) y 14 X 5/8"S.M.S. SPO WELDED TO HORIZ.TRACK
_ "APART
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WITH- _. .... __
14 CA.GALV.STEEL ADJUSTABLE 2-1/2"X 4-1/4"X 13 GA. STEEL PIATES FIRST AT 3"0'0" REST AT 9'O.C. F
SLIDE FASTENED TO BRACKET WELDED TO 1-1/2"K 1-1/2"X 14 CA ANGLE A
W/5/16-18 X 3/4'HEX HEAD CONNECTED TO FLAG RRACKET ANGLE S
M.SCREWS h NUTS. FASTENED TO TRACK - -- W/3/8-16 X 3/1 BOLT&NlIT p
WITH(4) 1/4-20 SS. DOLT k NUTS - -- HORIZ.TRACK LENGTH OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT CUIOE WITH
TOP BRACKET (2) 1/4-20 X 5/8"BOLT& Nlif fSu
(STANDARD) TOP BRACKET FO1.. I`
(OPTIONAL)-/ O V 'r
LOW HEADROOM DOOR v G eri
HORIZONTAL REINFORCEMENT ., 14 GA GALV. STEEL TRACK C p¢W m o
1/2"X 1-3/4"X.058'FORMED STEEL VERTICAL TRACK 0 d Q
LAA CLUED TO PANEL AND FASTENED TO 1 2-1/8"X 1"X .080" Q 0 m& .
VERTICAL STILES WITH - --� SECTION A-A p N 1
2"%5-1/2"X .104' '1
(2)3/16"POP RIVETS GALV. STEEL
FASTENED W/(4)# 14 %5/8"S.M.S.
TO fP�ROLLER BRACKET FOR „J i7 M
IIORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGMI-1/4
BRACKET PLACEMENTS
1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT 1ST 2ND'3RD 4TH82 B3 B4 1 BS 86 B7 BB
_�- GLUED TO PANEL AND FASTENED TO 6'-0" 1_B"18' 18" 18" 2"11-3/4 23" 34" 45" 56 67 —
VERTICAL S71LES WITH
_/(2)3/16"POP RIVETS 6'-6 21"18" 18"21' 2"11-3/4" 23" 34" 45" 58 67"_ _
-5/16"MEETING RIB 21" 2"11-3/4" 23" 34" 45" 56 67" I
1B" 2"11-3/4" 23' 3445' S6" 67' 7B-1/4PLASTIC/STEEL ROLLERS W1.tl2" ULA. %.50" C� _ _ B'-0" 211818182"11-3/4" 23" 34 45" 56 67" 78-1/M1"
�W/.44 DIA X 4-1/4"STEM =w '—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM / o to
®, = FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. w >M
OPTIONAL INSULATIONS:
BY'OYPLAST PRODUCTS LLC'
EPS-EXPANDED POLYSTYRENE a a m
DENSITY a LOS PCF o 1.9"X 2.19'%J.3"% .090" / Z ,y
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ISO-25 POLY-ISOCYANURATE CONNECTED LT TRACK WITH / oLL O 3 N
DENSITY 2.0 PCF ) 1/4"BOLTS&NUTS.
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\14 GA.GALV.STEEL S
ROLLER HINGES FASTENED
W/(6) g 14%5/8'SMS m m QI
o is
_ MIN. .024'ROLL FORMED STEEL PANEL_
DRAWING QUALITY G-40 z
MIN.YIELD STRENGTH = 39 KSI u'
WITH PRIMER AND BAKED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL --
a rn
STANDARD LIFT LOW HEADROOM
VERTICAL LIFT HIGH LIFT
DOUBLE TRACK �•°
12 GA. GALV.STEEL
BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS
/W/(4) R 14 X 5/8'SMS
Engr:JAYIO AHMAD c
PRODUCITRENEWED
FIA.FEL 70592 70592 .0moy6m MI ILIO QIo"
C.A.N. 38 BOIMYgCbde
RP
BOTTOM SEAL OPTIONS Aomepume No
SEE SHEET 5 t---7
R
R BY �� drawing n
ECo.
STIH�
SECTION A—A M 1 02-21
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES51$oT 5�
3 4" REINFORCEMENT
IN. 1/2'X 1-3/4"% .058"
DGE FORMED STEEL a
_ DIST. 18 X 1"
SELF DRILLING SCREWS �1-
i I-I/2'MIN. 42.Y SaOR % 1GE DIST. i m 3/16"'RIVEX'STEEL RIVETS SELF ORILIJNG SCREWSOR
-MULTIGRIP W/.DOME..HEAO _ - - -3/-16 'RIVEX'-STEEL RIVETSAT A8"O.C. MULTIGRIP W/DOME HEADAT 48"O.C. aREINFORCEMENT OI/2'K 1-3/4"X.058"1/4"DUI.LAC SCREi 1 4'DIA.LAG SCREWS FORMED STEEL in
AT6'FROM ENDS �-T 6'FROM ENDS O O 0
WOOD BUS I W000 BU I _
AND 15"O.C.MAX. j AND 15"O.C.MAX. ro
W'STRIP ADAPTER W'STRIP ADAPTER O'0. 1n $
1 ALUMINUM � STEEL Q IL Q D
RUBBER W'STRIPPING RUBBER W'STRIPPING CO.�
�ZIr�O
.224-I�"dl LS 'JI_3.4 .700 348
L790 —T 'T
0
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
RR �
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP W00D BUCK ATTACHMENT �.--- - — -- Q
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD. INSTALLATION MAY BE __ _ __ _ Z F Uj
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING W
ANCHORS STRUCTUREST._ EMBED SPACING EDGE DIe03
3B MLC SLEEVE BY HILTI CONC. :1-1/4- 8' 2^ - w O I
3/8"CONFLEX BY 'ELCO FILLED BLOCK' 7" O 3< N
3 8"DYNASOLT BY'RW' CONC. 1-1 2 8' 2-1 2 O Z
STEEL STRUCTURE BY OTHERS 3 8' CR BOLT BY POWERS CONC. 2' 8' 2" o O '^
5/16"X 1-5/8" MUST SUPPORT THE LOADS IMPOSED
LAG SCREWSBY DOOR SYSTEM 3 8 SLE.E-ALL_BY SIMPSONS CONC.__ 1-1 2' _ 0" T _, pt J
AT 12'O.C.
/7,
\ CONCRETE Vc- 3000 PSI MIN.C-90 GROUT FILLED BLOCK!'m 2000 PSI MIN.5/16"DIA BOLTS _
WITH WASHER &NUT
WOOD BUCK CONNECTION TO MASONRY °� AT 12"D.C.Max. EDGE Olsr.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO fd
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
I/4"ULTRACON BY'ELCO'WITH SPACING OF
12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-I 4'MIN. EMBED __ 8
13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EMBED I 1-1/4-X 2-1/2"X 14 GA
2-1/2" INTO EDGE DISTANCE 1_1/2" 1-1/2' `CONY.STEEL ANGLE -
I/4"TAPPER BY'POWERS'WITH SPACING OF 12 CA.GALV. STEEL __ u o o
11"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-I/2'MIN. EMBED FIAT BRACKETS t3'LONG 2-1/0"X 1"X 14 GA. °u X
13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1/tfi"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"CONFLEX BY'ELCO'OR AT 12"O.C.MAX. CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8'TRUSS HD. + n
3/8"LDT BY'ITW"WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S. &LOCK NUT °
23"O.C.INTO 7000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED 4 m
3"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
TOONR FANO Fll I ED B O-K >
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK TO STEEL
10"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"MIN. EDGE DIST.
15"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND
2-1/2MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION n
" $
Engr:JAVAVI AHMAD PRODUCTRENEWM-
PREPARATION OF JAMBS 8Y OTHERS CIVILFLA.PC p 70592 r"MOON with IDE FktWa $ I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.b538 T9dldhg Cbll4 I�'
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Apeg waw No 6
BY DOOR SYSTEM. -6
BY Ili)
FOR DOOR REPLACEMENT IN RETROTIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY —
BUILOINC OFFICIAL UPON INSPECTION. �� r drawing no.
LIAJXI 2015 It 02-21
MAXIMUM Ef(TERbR(+) LOAD PER JAMB = (16.16'X 62 PSE)/2 291 Lbs par Fl.
MAXIMUM INTERIOR(-) LOAD PER JAMB _(16.18' X 44 PSF)/2 =355.5 Lbs per FI. sneer 4D
I r-.500 F�--=i-.250
*PLASTIC COMPLIES WITH I 4ll 9_
DOOR PANEL CHAPTER 26 OF FBC N
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z S
1.765 1.725 d n
7/16"DIA.WASHER 0
0 o
1.144 IL r
i 0 1
f�� ti
/ ' 1 #8 X 3/4'SMS 21 3/4" Fes- 0 M
A 0 3/8'FROM ENDS MAX. 176 —.800 d 2 M gg
A III 11 ; AND 7"O.C.MAX. WDW.WIDTH 0-,-6
1
* EXTERIOR FRAME * INTERIOR FRAME N
(4)@e%3/4'SMS �.Ii 0
18 1/13- RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTIONMAX
Q W 3<L
j:11 0 1-3/8"FROM ENDS
AND 6-1/2"O.C.MAX,
'I IA
'III 175 X.062 DEEP pppp
1 11 GROOVE
III! 1/4"POLYCARBONATE LEXAN i l �• 1. 1' y ! M
BY'SABIC INNOVATIVE PLASTICS' ' I I v LJ
'I I; NOA uy13-0717.01 7 /1 � ��' r ��'-�"!'� ,'� � � Q
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' I 175%.062 DEEP
„11 GROOVE
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(4) #8 X 3/4"SMS INSIDE ELEVATION p�
—3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS N"le
W
AND 6-1/2"O.C.MAX. i i wiz
I
it
.WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
1 #8 X 3/4"SMS
@B) i 111 I ' 0 3/8'FROM ENDS oc 175 X .062 DEEP _
j AND 4-1/2"O.C. MAX. GROOVE
'
\�� %3/4"SMS
0
0 3/8"FROM ENDS —_ — _
AND 7'O.C. MAX. r—' _---'__
P
_ _ Engr:JAVAO ARMAD StODU4T pEt4eWF.D 40
7/16"CIA.WASHER PE p 7052
Bu11dYy + 1 x
CIVIL
A.N.3538 ANoegyLgl
DOOR PANEL EXTERIOR b 5
24 GA, (.024)STEEL MI
24
PANEL 15/16"MIN. D.L.OPG. 1 �5 Pee�Ia Ca�fol drawf� n
24 GA.(.024)STEEL MIN. GLAZING BITE n r�
WINDOW WIDTH OL-21
sheet 5 of 5