HomeMy WebLinkAboutProduct Approval MIAMI-DADE MIAMI-DADE COUNTY
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{tiPRODUCT 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/economy
DAB Door Company,Inc.
12195 NW 98"Avenue ®File C
Hialeah Gardens,FL 33018 Copy
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 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 PSk)
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 Iaitpact 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•DADECOUNTY Expiration Date:July 21,2020
Is Approval Date:April 23,2015
Page 1
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 tinder NOA #05-0228.02"
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 tinder 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 No.258592,dated 08/17/1998, signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitter)tinder 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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date: April 23,2015
E-I
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.
"Submitter)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. 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 I80-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
5. 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 02/24/2016.
"Submitted under 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 "Submitted under NOA# 1011
1. Statement letter of code conformance to the 51h edition(2014)FBC and no financial interest
issued by A]-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahinad,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
7-1/2'X 2-1/4"X 18 GA. --' PUSH NUT TOP FIXTURE 5-1/2"k 2-3/4'k 0.1" "
GALV.STEEL CENTER HINGE ��0 STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER �� o
W/(4) 014 X 5/8"SMS / `�` -FASTENED TO END STILE WITH TO BE INSTALLED AT N
° WITHOUT DELRON SLEEVE(STD.) (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE N
p rr 7-1/2"X 3"x.071'GALV.STEEL I 00 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS Z n o
END ROLLER HINGE 00 --_ CENTER STILES 0 01 v
W/(6)014 X 5/8"SMS 7 SEE SCH. 'A' r A
WITHOUT OELRON SLEEVE (STD.) r
O WITH DELRON SLEEVE(OPTIONAL) �1`0 -- ---- - - - -- --- -- -- Q 2 N 0
7-1/2'x 2-1�4"x .071" . _ I ° n
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GARAGE DOORS I- , ---•_— - i , o° a o Q w.�F
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SELF DRILLING SCREWS ��r ��r -V V __ V __ V WW Lj I•T
BRACKET BRACKET
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..OR OPTION _ - = I n Z* z m
'U'BAR OF •_�_- _ -COW "
DOOR U'BARS AT - ..__. _ mo I
HEIGHT CONSISTS OF EACH ODOR 7-7/8"X 3-1/8"x.010" 1 OPTIONAL VENTS I �
6'-6' 2 SECTIONS 18'2 SECTIONS 21' -STEEL PIAT, _OPTIONAL FLUSH FACE 3 a
(3) 5 WIDE AT 7 O.C. MAX. I O 0 vv'i
1 SECTION 16' 3 SECTIONS 71 WITH (4) #14 X 3/4"SOS OPNG.AREA NOT TO EXCEED 170 SO. IN. WOOD GRAIN DESIGN L A I J O Z
— 1 --- MAX. DOOR WIDTH
T 4 SECTIONS 21'-- ----------- ' o O D7 'O
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T-6" 5 SECTIONS 1B'- - CENTER STIINSIDE ELEVATIOLE- DAD DOORS INC. Q N J
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7'-9" .4 SECTIONS 18" 1 SECTION 21' HUrricone Me arlD Model 824/811
8' ;3 SECTIONS 18"2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR Moz. Size 16'-2" X 16'-0" High
8'-3' 2 SECTIONS 18"3 SECTIONS 21' HANDLE END STILE
With Window Lite Option
8'-6' 1 SECTION 18" 4 SECTIONS 21' OIN
:#14 X 3/4"SELF DRILLING SCREWS MAY BE USED
8'-9" 5 SECTIONS 21'- �IN LIEU OF 014 X 5/8"SMS —�
9' 0 SECTIONS 18"- _______ DESIGN PRESSURE RATING = t 36.0 PSF W r W
LOCK BAR GUIDES
9'-3' S SECTIONS 18'1 SECTION 21" STALLED ON END STILE ---- - 44.0 PSF N
_9_-6-6" 4 SECTIONS 18'2 SECTIONS�1" ITH (4) A14 X 5/8'SMS ITHIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES
W-9' 3 SECTIONS 18"3 SECTIONS 21' n - o g es,�.F
10' 2 SECTIONS 18'4 SECTIONS 21' �'I 0 X 6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 2T•rrN
10'-3" 1 SECTION 18" 5 SECTIONS 21" R GES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC) FIFTH EDITION(2014)
10'-6' 6 SECTIONS 21' 25 ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). w
10'-9" 6 SECTIONS 18'11 SECTION 21' CENTFR STILES SCHEDULE'A' ym i i z
OUTSIDE KEYED LOCK �� 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
It' 5 SECTIONS 16".2 SECTIONS 21' - CENTR STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-34 SECTIONS 18";S SECTIONS 21" OPTION -.t ku
ODOR WIDTHS OF CENTER STILES DRESSING OR STUCCO.3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN III III 8'-0'TO 9'-10' 2 3. ALL BOLTS, NUTS ANO WASHERS SHALL BE ZINC PLATED CARBON STEEL
_SECRONS i8'S,SECTIONS 21' ALTERNATE TO YYY 111 WWW WWW WWWf0'-0_TO t1-10 ___ _2- .___- 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o '-12' 1 SECTIONS 1B"6 SECTIONS 21" SPRING LOADED SLIDE BOLT `--'--` 12'-0'TO 13'-10" 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL. v d o o
12'-3" 7 SECTIONS 21'- LOCKS SHOWN ABOVE g'-O"TO V-10" 14'-0'TO 15'-10' ___4 ___ >
12'-6' 6 SECTIONS 18'2 SECTIONS 21" 1;i-71"TO t6'-2" 5 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0
DOOR WIDTHS
12'-9' 5 SECTIONS TO-3 SECTIONS 21' DOOR IESIED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA I ��
13' 4 SECTIONS 18'4 SECTIONS 21" ASTM IEI8B6-OS/ASIM E1996--09.1 &TAS-203 FOR HVHZ AND 1 ,
!3-6' 3 SECTIONS 18'S SECTIONS 21" D U ] ®m Engr:JAVAD AHMAD _-- ----- -J d o 2
I3'-6' 2 SECTIONS 18'.6 SECTIONS 21' _
_13'-9" 1 SECTION 18" 7 SECTIONS 21' IT I'l—'IT CML PFt0UV4.TRF.NEWW I '
14' 8 SECTIONS 21'- ,I FIA.PER 70592 rE�1J11��1d01�It10 $
14'-O' 6 SECTIONS IB'3 SECTIONS 21' I 10'-O"TO I V-10" I �^ 14'-0"TO 15'-10" C.A.N. ET - n n
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IS' 3 SECTIONS 18'6 SECTIONS 21" a2I�.I 2015 BYE drawing no.
15'-3' 2 SECTIONS 18"7 SECTIONS 21'
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Iv-9" 9 SECTIONS 21'- TO 13'-10'_I I 15'-11'TO 16'-2" -,--�
t6' 6 SECTIONS te'4 SECTONS 21" DOOR WIDTHS DOOR WIDTHS sheet 1 of 5
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5/16"X 1-5/8"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH POSITIONED AT CYE LEVEL
(FULLY THREADED) FLAPS AND(5)OR (6) 3/16"ALUM RIVETS
SEE OETAIL ABOVE
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1.9"X 2.19'X 3.3"X.090" ANCHOR TYPE A OR B
STEEL TRACK BRACKETS I I i I (1) PER BRACKET :J
SEE SHEET 3 FOR SPACING _ SEE SHEET 3 FOR BRACKET SPACING
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W/1/4-20 X 5/8"TRUSS NO. 2.75"DIA. X .50" NYLON ROLLERS (OPTIONAL) sheet i 5
SLOTTED M.S.&LOCK NUT SECTION B-B WITH 5"STEM ��
POP RIVETS 1-1/2"X 1/2"X 1/8°"1".ANGLE f\ m
5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO B FT. I�o
5/16°SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS,
p G2-3 ALV.S X 5-1/2'X 3'X.104' WITH 1-1/4°EMBED INTO MASONRY EXAEEDING 8 FT. IN HEIGHT—` 2'%2"X 1/B"fiORIZ.ANGLE �IN
I GALV.STEEL - _
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE B FI.OR �o
FASTENED W/(6)B 14 X 5/B'S.M.S. II 1
DOORS WITH WELDED
OR WINDOWS z w
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14 CA.GALV.STEEL ADJUSTABLE 2-1/2•X 4-1/4"X 13 GA. STEEL PLATES WITH TWO WELDS AT 1-1/2°APART W
SLIDE FASTENED TO BRACKET A J FIRST AT 3'D.C.,REST AT 9'O.C. F£
N1 5/16-18 X 3/4"HEX HEAD - - WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE CONNECTED TO RAG BRACKET ANGLE a m
M.SCREWS&NUTS. FASTENED TO TRACK - - W/3/8-16 X 3/4"BOLT&NUT O o
WITH (4) 1/4-20 SS. BOLT&NUTS - -- HORR.TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH 0
TOP BRACKET - - (2) 1/4-20 X 5/B'BOLT& NUT a
(STANDARD) TOP BRACKET / --_--- 1O.
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1/2'% 1-5/4°X.058'FORMED STEEL VERTICAL TRACK Q L Q< w
2-1/8"X 1"% .080° 0 !-
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VERTICAL snLEs WITH - SECTION A—A o N
2'X 5-1/2"X.104" -�
(2)3/16'POP RIVETS GALV,STEEL Q y o
FASTENED W/(4) 14 X 5/8"S.M.S. ?a1
TOP ROLLER BRACKET FOR V
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS
1 a 2 C
1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 81 B2 B3 84 B5 86 87 BB
GLUED TO PANEL AND FASTENED TO —�
- VERTICAL STILES WITH -—1 6'-0" 18"18- 18" 18"N/A 1"T_O_2"I1-3/4" 23" 34` 45" 56" 67" = rc
(2)3/16"POP RIVETS 21"18' 18"21"N/A 1_TO 2'.11-3/4" 23" 34" 45" 56" 67"_
MEETING RIB 7'-0" 21"21" 21"21"N/A 1" IO 2':11-3/4" 23" 34" 45" 56" 67" - o
/ 7'-6' 18" 18" 18" 18" 18"1" TO 2'11-3/4" 23" 34" 45" 56" 67" 78-1/4'
PLASTIC/STEEL ROLLERS �-
x1_ ._� - 8'-0' 21' 18" 18"18" 21'1"TO 2'11-3/4" 2J" 34"-- 45" 56" 67" 78-1/4"
1.82' DIA. %.50" c1 x
�W/.44 DIA.X 4-1/4"STEM z w SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o n
x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. w
OPTIONAL INSULATIONS: z¢ N Q
BY'DYPLAST PRODUCTS LLC' w oo w
EPS-EXPANDED POLYSTYRENE o•o m 1,9'X 2.19"% 3.J'% .090' / _ U jE(/I
DENSITY= 1.05 PCF o w n
N,OA.()11-0926.07 STEEL TRACK BRACKETS /
f n 2-3/16"RICH
_ _ 50-25 POLY-ISOCYANURATE I m CONNECTED TO TRACH WITH / I o Q N
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v:r DENSITY 2.0 PCF ) 1/4"BOLTS&NUTS. / O 3 ,o
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_ DENSITY= 1.03 PCF / - -- c Q N Q
N.O.A. N10-1129.04
OR J
DY'INS_ULE-QA_M LLC'
N..A.DENSITY-0.92 PCF
N.O.A.X14-0311.08
® m
\14 CA GALV.STEEL
ROLLER HINGES FASTENED
W/(B) y 14 x 5/e sMs LD m
MIN. .024'ROLL FORMED STEEL PANEI 0
DRAW
INc ouALrrr c-ao
MIN.YIELD STRENGTH=39 HSI u
WITH PRIMER AND BAKED-ON v z !o 0 0
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION u.LL m
APPLIED TO BOTH SIDES OF STEEL
mld
'd may=
C b a N
n VFRTIGAL LIFT HIGH LIQ STANDARD LI ET LOW HEADROOM
DOUBLE TRACK ----�
12 GA.GALV. STEEL
BOTTOM BRACKET FASTENED VILA TRACK OPTION r
J W/(4)8 14 %5/8'SMSo 0
Eagr:JAVAD AHMAD
GNl PRODUCT RENEWED i
FLA.PE
C.A.N.y 0 92 06 fftw'IIhft FFbfida g' 1
O' BOTTOM SEAL.OPTIONS Aeafgffm]No S O 0 Cl
SEE SHEET 5
R M vfytelco>wf1 drawing no.
SECTION A—A 1 02-21
SEE SHEET 2 FOR LOCATION sheet Sof 5�
OF REINFORCING TRUSSES
3 4" REINFOPCEMENT
N. 1/2"% 1-3 %
I /4' 4
.058' o
FORMED STEEL �� a
DGE
_ DIST.
z I-I/2"MIN. SELF DRILLING SCREWS — N8% 1' of
OR SELF DRILLING SCREWS Z K �;
G I I 3/16"'RIVCX'STEEL RIVETS OR 0
0 1 CE DIST. 0 I I m
MULTIGRIP W/DOME HEAD 3/16''RIYEX' STEEL RIVETS
of v AT 48"O.C. MULTIGRIP W/DOME HEAD
DAT 48'O.C. oREINFORCEMENT1/2"X 1-3/4'X058" 0FORMED STEEL IL1/4"DIA.LAC SCREWS 1/4'DIA.LAG SCREWS D
W000 BU K I T� �'AT 6'FROM ENDS ��;K
SAT 6'FROM ENDSAND 15'O.C.MAX. AND 15"O.C. DS V 7 N
O
W'STPIPRIP ADAPTER 0IL
ALUMINUM STEEL <o
0 �^�� �I
RUBBER W'STRIPPING RUBBER W'STRIPPING Q. OJ h
Q wU1W o
050�� .040 u'2 NN4'F
.22�C'21 L`+r_ �Si4 .70 48 W.i5
(I_ �I 1.790
.
1750--^I -"I
l o
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B' i
0
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN,)
o �
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT N Q J
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN w
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. U 2 v
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
ANCHOR SPACING Z
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ...--- cOw
MIEHORS STRUCTURE__EMBED
�SPACINGEDGE 01ST. �3 8r HLC SLEEVEBY HILTICONC. 1-1 4 8' 2"3/8CONFLEXBY'ELCO'___FILLED BLOCK ;' 3-3 4" 03 8'D 11'.tTYITW' CONC.== 11 2 8' _2-1 2" O ZSTEEL STRUCTURE BY OTHERS y B'POWER-BOLT BY POWERS CONC. 28" 2" v O
5/16'X 1-5/8' MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY SIMPSONS' CONC._. 1-1 2" -.8' _ S__ 0]
LAC SCREWS �\OR SYSTEM -
A 1 C O.C. CONCRETE 1'c= 3000 PSI LAIN. Q < GI
C-90 GROUT FILLED BLOCK Ym= 2000 PSI MIN. N = r
WITH DIA.BOLTS
WITH ----_
WASHER k NU7
WOOD BUCK CONNECTION TO MASONRY \p \ AT 12"D.C.MAX. EDGE DIST. I°
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4°ULTRACON BY'ELCO'WITH SPACING OF I \. I�
12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN, EMBED c S
13"O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4"MIN.EMBED I
1-1/4"X 2-1/2"X 14 GA ____.. 0
2-1/2"MIN. EDGE DISTANCE 11_1/2" `•CONT STEEL ANGLE 1-1/2" °
TAPPER BY'POWERS'WITH SPACING OF 12 CA GALV.STEEL _
1I'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN. EMBED FIAT BRACKETS t3'LONG 2_I/8'X I"X 14 GA. °'Q
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/d"MIN,EMBED 1/16'X 2-1/2' AT 12'O.C. IN DOOR OPNO. GALV. STEEL TRACK
3"MIN. EDGE DISTANCE FILLET WELDS- AT 18'O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
AT 12"O.C.MAX. CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8'TRUSS HD.
3/6"CONFLEX BY'ELCO'OR SLOTTED M.S. k LOCK NUT Tri
W 3 SPOT WELDS AT EACH SIDE
3 B"LOT BY'ITW'WITH SPACING OF /() c °"^'a I:t IV
n R
23"O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED CONTINUOUS ANGLE TRACK w °o
3-MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVFRgF TRACH •S -n ="�
70 WOOD BUCK TO STEEL TO CONCRETE AND Fit IED BLOCK
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF C---�—y
10"O.C. IMO GROUT FILLED BLOCK WALT.,WITH 1-1/4"MIN. EMBED,4"MIN. EDGE DIST. r �(�T
15"O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND ALTERNATE TRACK INSTALLATION I��++
2-1/2"MIN.EDGE DISTANCE T
Engr:JAVAD AHMAD PRODUCT RENEWED
PREPARATION OF JAMBS BY OTHERS CIVIL d
FLA.PC p 70592 a" P-ftLAL FUMm I° I A
FOR NEW CONSTRUC71ON ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.3538 BWI&g bCJ I E•
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED = 14 �� IY
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY r drowing no.
BUILDING OFFICIAL UPON INSPECTION. aX12015 > CaLb�l I O r1_r7.1
MAXIMUM EXTERIOR(+) LOAD PER JAMB= (i 6.16' %62 PSE)/2=291 lbs per Fl. L L G I
MAXIMUM INTERIOR(-)LOAD PER JAMB = (16.16' X 44 PSF)/2=355.5 Lbs per Fl. �5 ee[¢of 5
.500
* PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z
P W
w "
N
1.765 1.725 C
�.
7/16'DIA.WASHER d 6 °
1.144
0b vLL
0o
1 Re% 3/4"SMS 21 3/4 I�--.800 Cf 0 w m °
�\ 0 3/8"FROM ENDS MAX. .176
A I WDW.WIDTH 0 O i
t III , 1 AND 7"O.C.MM. �r
i ! *EXTERIOR FRAME * INTERIOR FRAME r W
18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w 3 N
(4)Re X 3/4"SMS a!s d MAX. -- m W LL o
I I ` ® 1-3/a"FROM ENDS �'I# o D.L.O. /, LL to f a
III AND 6-1/2"O.C.MAX. a 3 N Q Z N i
ul ei
III 175 X.062 DEEP OB
,III
GROOVE
.III 1 - ----r--- -- -------_--
,t1 1/4"POLYCAROONATE LEAN ' r' i M
III -BY'SABIC INNOVATIVE PLASTICS' - E:D
�..—� I. rn >
I NOA#13-0717.01 _ 1..
III '�" _ __ c) . a
F-DI
` W W
IJOf Q
O 3
0 Z x ,n
m In Ls
j1j1 1,'AYJ,I .. ' _t n .._._i J- II.•� �� C304¢ w
0 r
LE D-11-1
175 X.062 DEEP X. e'
III GROOVE •. - v�^ulm
III _ - --- -- --- ..._---'-- 0
°
(4)Ra%3/4"SMS INSIDE ELEVATION c a.
m 1-3/b'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
,I, I AND 6-1/2"D.C.MAX. �� WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION ,
/ 1 Ra% 3/4"SMS °
0.3 FROM ENDS .175 X .062 DEEP •• n ;�
AND 4-1/2"O.C. MAX. GROOVE
Dux _ oa
R8 X 3/4"SNS
®3/8"FROM ENDS _---- _
AND 7"O.C.MAX. r - -• - o
_-____ ___________ Engr.JAVAD AHMAD PRODUCT aEt+�wen I o
1 ` - - CML •aol�JfA•ltlltM � i
-7/16"DIA WASHER j - - - _-_--- - - - - - - - - - - - FLA PER 705 2 Badis cbdo �• I s
" -- --= CAN.3538 Aooe,- ,No ur">7 6,
DOOR PANEL EXTERIOR BY o
24 GA (.024)STEEL MIN.
DOOR PANEL 15/16-MIN. D.L.OPG. ; �5 � drawing no.
24 GA. (.024)STEEL MIN. GLAZING SITE 02-21
WINDOW WIDTH
sheet Sof 5