HomeMy WebLinkAboutProduct Approval RECEIv7D APR 112016
MIAM[•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.miamidRde.gov/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 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 up to 9'-4"Wide w/
Window Lite Option(DP+50.0,-60.0 PSI)
APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 02/01/2001,with last revision J dated 03/09/2015, 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
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 hack,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been tiled 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#14-0814.04 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.15-0317.02
MIAMI•DADECOUNTY Expiration Date: August 9,2016
Approval Date:June 11,2015
IZa1� Page 1
104I./OZI
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated
02/01/2001,with last revision J dated 03/09/2015;prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitter!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 2411 3.2.1,TAS 202-94 '
i
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 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font,P.E.
"Submitted under NOA# 01-0516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering
&Testing,Inc.,Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by
Hector M. Medina,P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane
Engineering&Testing,Inc.,Report No. HETI 01-969,dated 01/18/2001, signed and
sealed by Hector M. Medina,P.E.
5. 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.
Qr,�/O�-Z lv1s
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA#14-0814.04"
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.
"Submitted under NOA#09-0128.04"
2. 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.
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-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 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-Soda,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#14-0814.04"
1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
06 fl2 ?dls
Carlos R Utrera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-2
7-1/2"X 3"X.071"GALV. STEEL TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" V o
END ROLLER HINGE __ STEEL PLATE WITH ONE 5/16-18 MS W/NUT 4
m
W/(6) X14 X 5/8"SMS ,'Q� FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER �I
WITHOUT DELRON SLEEVE (STD.) \ (6) X14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT o
WITH DELRON SLEEVE(OPTIONAL) \\ CENTER STILE Z /'
OO CENTER STILE r--- A ......._ �O
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7-1/2" X 2-1/4"X.071"
8
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\ W/ (4) 814 x S/B"SMS -_ V� 1, - W 3�'
\\ WITH DELRON SLEEVE(OPTIONAL) 9 I- �' " B o CI o LL Z y5 TO
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LOCK -- ,IIj IIIJ ({I I( I(�{IJ� 0 0 0 W r�P
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tTANDARD
1"W X .15'THK. LATCH LOCK r _— - - - - _ I 00
LOADED SLIDE BOLT(BOTH SIDES) - --- -- - - -- - U
\\� FASTENED W/(4) 814 X 1/2'S.M.S. --/\-- O
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-- 5/8"MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING'GARAGE DOORS _ - I -- Q J
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DOOR HEIGHT CONSISTS OF O I _-___ - ....—__. I Q
6'-6" 2 SECTIONS IB'2 SECTIONS Tl' .158 DUI.GALV.AIRCRAFT TYPE i `\\ i, O `\\ \ e� — Z
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6'-9' 1 SECTION 18' 3 SECTIONS 21' lV�MINE 5 i0C10 SAFETY SLEEVE-/-
CIE R 1 \\�i \\ �� OPTIONAL VENT L-�A I- Z U '^
7' 4 SECTIONS 21'- I I I , (J)5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE U O
l - OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN V) N
7-J" [COLONIAL DESIGN ED
7'-6" 5 SECTIONS IB'- 6"X 3-X 0.1"
7'-9' 4 SECTIONS 18'1 SECTION 21' STEEL PLATE \ �� \\ / MAX. DOOR WIDTH = r
8' 3 SECTIONS 18"2 SECTIONS 21°
WITH(2) R14 % 5/8"SMS \ \ --
8'-3' 2 SECTIONS 18'3 SECTIONS_21' B'-4• -- 1
8'-6' I SECTION 18' 4 SECTIONS 21'
W-9• 5 SECTIONS 21"- BRACKET BRACKET INSIDE ELEVATION
9' 6 SECTIONS18.- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR ❑ r
__5 SECTIONS I8.1 SECTION 21' DOOR OPTION = i
9'-6" 4 SECTIONS 18'2 SECTIONS 21' •• o
J SECTIONS 18'3 SECTIONS 21" 7-7/8°X 3-1/8°X .010" €
10' 2 SECTIONS 18'4 SECTIONS 21' STEEI.PLATE DAB DOORS INC. o o w
10'-3' 1 SECTION IB' 5 SECTIONS 21' CENTER STILE WITH (4) ()14 X J/4"SDS Hurricane Mnster®Model 8?.4811
10'-8" 6 SECTIONS 21'- --'— 33 33 �3+
10'-9' 6 SECTIONS 18'1 SECTION 21' OUTSIDE �1 M1 X 3/4"SELF ORILUNG SCREWS MAY BE USED Max. Site 9'-4° X 16'-0" High N S V u G
11 S BECKONS 18'2 SECTIONS 21' HANDLEtl'N
END STILE IN LIEU OF 814 %5/8"SMS ith 'ndow 'te 0 t' d u z i
11'-3" 4 SECTIONS TWO SECTIONS 21"
IT'_6 3 sEcnONS 18'4 SECTIONS 21- DESIGN PRESSURE RATING = + 50.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
11'-9" 2 SECTIONS 18"15 SECTIONS 21' _ - D.
PS u
R GUIDES u a
12' 1 SECTIONS 10-16 SECTIONS 21'
12'-3' 7 SECTIONS 21'- D ON ENO STILE _
814 X s/B°sMs GENERAL NOTES12'-fi' 6 SECTIONS 18'2 SECTIONS 21'12'-9' 5 SECTIONS 18.3 SECTIONS 21' CK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE13' 4 SECTIONS 18'4 SECTIONS 21' RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FEC)FIFTH EDITION(2014)
_
IS-3, 3 SECTIONS 19'5 SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVH2).
13'-6' _2 BECKONS IB"6 SECTIONS 21-1 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Engr.JAVAD AHMAD FROD EREV� = 0 9
I3'-s` 1 SECTION 18" 7 SECTIONS 21" OUTSIDE KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL CML 0Aplpiylfttlwil1l
14' 8 SECTIONS 21"- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FIA PC111 70592 1tfldiil/('.eA� No _
C.A.N. 38
14'-B" 5IJECTIONS 111'3 SECTIONS 21- ALTERNATE TO SPRING SECTIONS 18'4 SECTIONS 21' LOCKS SHOWN ABOVE LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Aoaylaloc lblS-03 •O G V }
I4'-9' __4 SECTIONS 18'S SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
15' SECTIONS 10'6 SECTIONS 21' » 0 5
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
- 3
2 SECTIONS 16'7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A O 015 MSO drawing no.
15'-8' 1 SECTION 18" 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01—09
15'-9' 9 SECTIONS 21"- BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND
16' 6 SECTIONS IB'4 SECTIONS 21' ASTM E1886-05/ASTM E1996-09. sheet of 5
m
24 GA. STEEL PANEL u m
3/16"ALUM RIVETS
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FLAPS BENT OVER PANEL Q 1
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STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH ' BY 'SCHLAGE SECURITY HARDWARE'
5/16"X 1-5/8"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE 00
(FULLY THREADED) END STILE
ONE PER BRACKET POSITIONED AT EYE LEVEL O o
ANCHORS AT TRACK M CKET: o M
OPTIONAL STOP MOULDING A) 3/8'DIA POWER-BOLT BY'POWERS' W
BY DOOR INSTALLER
FOR CONNECTION OF W000 BUCK 2'MIN. EMBED INTO CONCRETE (D
TO MASONRY SEE NOTE ON SHEET 4 1-7/8"MIN. EDGE DISTANCE < U Y a
#14 X 5/8"SMS }/4'%2'X 2-1 2"X 18 GA.STEEL z ~to e
6 PER HINGE / B) 3/8'OA. H EVE BY'HILTI' Z e
END STILE.CONNECT TO PANELS WITH Go w
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 Q (q m p 1
SOUTHERN PINE GLUED TO PANEL ANO SECURED TO SEE DETAIL ABOVE 1-5/6"MIN. EDGE DISTANCE INTO CONCRETE Z M Q N
0.55 S.G. 4'MIN. EDGE DISTANCE INTO FILLED BLOCK O .0 0
EDCDIST' END STILE WITH 3/1fi'POP RIMS® 12'O.C. -
Q O p S n
- a' CONCRETE I'c = 3000 PSI MIN. w
1-7/8'X 2-5/8"X 045"STEEL EDGE qqq L➢
CENTER STILE,CLUED AND RNEfED DISTANCES I C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. ¢ N¢ w
_ I TO PANEL W/(4) 3/16°RIVETS I I p S r
1/2" 611.. I
I POP RIVETS e..: .-vj 1,3/16 -�
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1.9"X 2.19"X 3.3"X.102' (1) PER BRACKET -3
STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING u u w
SEE SHEET 3 FOR SPACING - v o w o 111-1
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I 1/4-2.0 SS BOLT k NUT o m a
7-1/2"X .071°GALV. STEEL
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CENTER HINGE 7-1/2"X 3'X .071' c
7/16"PUSHNUT
SECTION B-BB-B END ROLLER HINGE
INSTALLED ON ROLLER SHAFT ytGy�J(,rf ppy1SFD [-
FASTENED
En9r:JAC NLAHNADSTEEL TRACK INTERIOR SIDE 1.82'OW.X .50°'STEEL ROLLERS (STD.) qA,pE 70592 �C•O&
14 CA.X 2-1/8'X 1°(STANDARD) 1.82"DIA.X .50"NYLON ROLLERS (OPTIONAL) CA.N.35 B Aeoo�truet do 31 •0'J12 GA X 3-5/16"% I-1/2'(OPTIONAL) 2.75" DIA. X .50"STEEL ROLLERS (OPTIONAL) Dse Tj2.75" DIA. X .50"NYLON ROLLERS (OPTIONAL)TO TRACK PLATES WITH 5" STEM or
SLOTTED
M.S.%5/8'TRUSS 11D.
SLOTTED M. &LOCK NUT �'d drawing n0.
M4AR
2015 01—09
sheet 2 o/ 5
POP RIVETS2 X 2 X 1/8'HORIZ.ANGLE r, o
2" - ` 5/16"X 1-5/8" LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK 4 V o
2-3/4"X 5-1/2"X 3`X.104' 5/16"SLEEVE ANCHORS CENTER SUPPORT REDDSTEEL D . ON DOORS WITH TWO WELDS AT 1-1/2"APARTCAL
TOP VROLLER BRACKET ON EACH SIDE WITH 1-1/4"EMBED INTO MASUNIiY EXREEDING 8 F7. IN HEIGHT FIRST AT 3"O.C. 4V mI
FASTENED W/(6)N 14 X 5/8"S.M.S. _ _ 3 PER BRACKET I i p , REST A7 9'O.C. o
CONNECTED TO FLAG BRACKET ANGLE Z w
.090 THK.GALV.STEEL ADJUSTABLE T W/3/8-16 X 3/4"BOLT& NUT 0 s m o
SLIDE FASTENED TO BRACKET 2-1/2'X 4-1/4'X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH 6 4a
W/5/16-18 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 f f I�
M.SCREWS&NUTS. FASTENED TO TRACK - -- d
TOP BRACKET WITH (4) 1/4-20 SS. BOLT& NUTS - -- HORIZ. TRACK LENGTH =OPENING HEIGHT PLUS 12" d w
(STANDARD) o �[
TOP BRACKET F. Q
(OPTIONAL)-j I VERTICAL TRACK j r
i LOW HEADROOM DOOR 14 GA.GALV.STEEL TRACK 2-1/8"X 1"X.080" a O W M
SECTION A-A
NT f
HORIZONTAL13/4IN%00 9ME FORMED STEEL 0 a O g
o W 2'X 5-1/2"X.104" I o7 r-
GLUED TO PANEL AND FASTENED TO GALV.STEEL � al�
no VERTICAL STILES WRH FASTENED W/(4)# 14 X 5/8'S.M.S. �'m j N
a (2)3/16-POP RIVETS TOP ROLLER BRACKET FOR Q w u1 a c
LOW HEADROOM DOOR OPTION IL z N
HORIZONTAL REINFORCEMENT DOOR " SECTION HEIGHTS BRACKET PLACEMENTS '(ZOZqg d
1/2"X 1-3/4"X .059"FORMED STEEL HEIGHT Q W d S H
GLUED TO PANEL AND FASTENED TO IST 2ND JRD 4TH STN B1 82 83 84 BS B6 B7 BB c
VERTICAL STILES WITH _J 6'-O" 18" 18" IB" 18"N/A 1"TO 2"11-3/4' 23" 34" 45" 56" 67" --
(2)3/16'POP RIVETS 6'-6` 21" IB" 18" 21 N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" -_-�.-
5/16'MEETING RIB _T-0" 21"21" 21 21 N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" - -
/ 7'-6" 18" IB" 18" 18" 18"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4"
_ 1.82"DIA. X .50"ROLLERS _J.._ 8'-0" 21" 18' 18" 18" 21"I"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" � 00
�W/ .M1M1 DIA. % 4-1/4°STEM w_u •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O o
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= FOR DOORS MORE THAN 8 FT. EACH, USE ADDITIONAL TRACK BRACKETS AT 10° O.C.
OPTIONAL INSULATIONS: ?to
BY'DYPIASi PRODUCTS LlC' S Q
EPS-EXPANOEO POLYSTYRENE o w m 1.9"X 2.19'X 3.3'X .090" ¢ Z F Uj n
DENSITY= 1.05 PCF Z
STEEL TRACK BRACKETS t7
N.O.A. #11-0926.07 2-3/16-HIGH % J rn O I
v OR a0 CONNECTED TO TRACK WITH Q In
w ISO-25 POLY-ISOCYANURA7E / Z
_ ) 1/4°BOLTS&NUTS. O 2
o J DENSITY= 2.0 PCF m 1 /- 00 Z LO
--N.OA, b11-0926.06 m - - V I =N
OR / W Q
a BY'CEILOFOAM NDRTH AMERICA' N % i Ln m rn US 3
DENSITY= 1.03 PCF
N.O.A#10-1129.04 m Q N a 12
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DENSITY=0.92 PCF
N.OA #14-0311.08
m
®+ 14 CA. GALV.STEEL r IJ a
ROLLER HINGES FASTENEB "I
W/(4) 014 X 5/8"SMS m m w 1
c is
0u w
MIN. .024"ROLL FORMED STEEL PANEL55 33
DRAWING QUALITY 0-40 no3 3
-- MIN.YIELD STRENGTH=34 KSI
WITH PRIMER AND EIMEO-ON TRACK CONFIGURATION v m
POLYSTER PAINTED TOP COAT
APPLIED TO DORI SIDES OF STEEL
[S5-2
6"i o
VERTICAL LIFT HIGHlIQ STANDARD LIFT LOW HEADROOM
-a DOUBLE TRACK
12 GA. GALV.STEEL AVAILABLE TRACK OPTIONS
BOTTOM BRACKET FASTENED i
/W/(4) #14 X 5/8"SMS Engr:JAVAO ANMAD - g
CIVIL PRODUCT RGW%P I x
-' FLA-PE 70592 wllb Qr F1040aI
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-1 BOTTOM SEAL OPTIONS AD I tj �31
SEE SHEET 4
2��5 of drawing no.
predid 01-09
SECTION A-A
sheet 3 al 5�
3 04" REINFORCEMENT
I- IN. 1/2"X 1-3/4'%.058"
DCE RB X I-
SELF
STEEL
_ DIST. SELF DRILLING SCREWS — -V �Y
1-1/2"MIN. OR —V - —� SEX 1" Z n w
SELF DRILLING SCREWS
OGE DIST. I m 3/16"'RNE%'STEEL RNElS OR
om , m \ N o\ MULTICRIP W/DOME HEAD 3/16"'RIVER' STEEL RIVETS Z n
3� W �o AT 48'O.C. W
MUL7IGRIP W/DOME HEAD F'f n Icn
AT 48'O.C. IL
REINFORCEMENT p
1/2"X 1-3/4"X.058" C W
FORMED STEEL O O 0.O
28Y 1/4"061. LAG SCREWS 2BY 1/4"DW.LAG SCREWS
WOOD BUCK I f\`
AT 6'FROM ENDS W000 BUCK I AT 6'FROM ENDS - O
AND 19'O.C.MAX. j i �\ AND 19'O.C.MAX.
7
W'STRIP ADAPTER O In
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OPTION 'AOPTION 'B'
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WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) I on
Ww M
THE INSTALLATION METHODS SHOWN A13OVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN I(D Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _, _ ANCHOR:SPADING Q O h N
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHORS _ STRUCTURE EMBED SPACING EDGE DIST. z z
3 83 8 HLC'LEEVE'LEEVE BY HILTI' CONIC. 1-1 4' B' I-5 8 J N ow
3 8'HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1 4" 8" 4" Q � .a
3 8"DYNABOLT BY-ITW' CONIC. 1-I 2" _ 8' 2' O O 3 y
STEEL STRUCTURE BY OTHERS 3 8"DYNABOLT BY'I1W' FILLED BLOCK 1-1 2" B" _2-I 4"
5/16'X 1-5/B' 3 8'POWER-BOLT 13Y'POWERS' CONC. 2' 8" I-7 8"_ U ca Z
MUST SUPPORT THE LOADS IMPOSED W
LAG SCREWS BY DOOR SYSTEM 3/8"SLEEVE-ALL BY SIMPSONS'1 CONC_ 1_1/2" - 8" 1-7 8 In 'o n
AT 12"O.C. 0] �J
CONCRETE 1'c =3000 PSI MIN. Q N Q J
5/16"DIA BOLTS C-90 GROUT FILLED BLOCK Fm = 2000
WOOD BUCK CONNECTION TO MASONRY MATH WASHER&NUT -- '—
1.."'
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO [AT 12"O.C. MAX. EDGE DIST.
l' ,9
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH L �� G 9
1/4"ULTRACON BY'ELCO'WITH SPACING OF
16'O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN. EMBED
16"O.C.INTO 300D PSI CONCRETE,WITH 1-3/4"MIN.EMBED a
2-1/2"MIN. EDGE DISTANCE I _1-1 4'X 2-1/2"X 14 CA "1/2-
I/
o m
I-1/2" 1-1/2" `� CONT.STEEL ANGLE 1-1/2' @ ,�
1/4"TAPPER BY'POWERS'WITH SPACING OF rc g s
I4"O.C.INTO CROIIF FILLED BLOCK WALL,WITH 1-1/2"MIN. EMBED 12 GA.CALV. STEEL -- - o i
16"O.C. INTO 3000 PSI CONCRETE.WITH I-3/4"MIN.EMBED FLAT BRACKETS 33"LONG 2-1/8"X 1"X 14 GA. y o ¢o
3"MIN. EDGE DISTANCE 1/16"X 2-1/2 AT 12 O.C. IN DOOR OPNG. GALV. STEEL TRACK 'a
FILLET WELDS FASTENED TO TRACK PLATES m
3/B"CONFLEX BY'ELCO'OR AT 12"O.C.MAX. AT 18"O.C.ABOVE DOOR OPNG. W/(2) 1/4-20X5/8"TRUSS HO.
CONNECTED TO CONT.ANGLE SLOTTED M.S. do LOCK NUT
J/8'LDT BY'ffW'WITH SPACING OF
24"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE y o
2-MIN, EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
I9 WOOD BUCK TO STEEL TO CONCRETE ANO FILLED BLOCK o 0
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF
8"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"MIN. EDGE DIST.
12-1/2 INTO
EDGEOPSI 0STANCE CONCRETE,WITH 1-1/4'MIN.EMBED AND ALTERNATE TRACK INSTALLATION �
r:JAVAD AHMAD Q
PREPARATION OF JAMBS BY OTHERS En9CIVIL PRODWf IL8v1SW 4
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE i 70592 0p 41,11 rkbdw Plcri/a• I
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED C.A.N. 538 {IUIgamefJ •• 0 b`
BY DOOR SYSTEM. x'10 3( G6 0 � �• t
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
--
BUILDING OFFICIAL UPON INSPECTION. By pro" Browing no.l
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (9.33'X 50 PSF)/2 = 233.3 Lbs per Ft. M 015 l 0109
MAXIMUM INTERIOR(-) LOAD PER JAMB n (9.33'X 60 PSF)/2 a 279.9 Lbs per Ft. 6heel 4 OT 5
.500 I^--I-.25D
* PLASTIC COMPLIES WITH I o
DOOR PANEL CHAPTER 26 OF FBC
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE
Z
,w
0a.
1.765 1,725 Q a
7/16"DIA.WASHER Q o n
1.144 IL y
o C
0 a
d8 X 3/4"SMS 21 3/4" �p Om
/''� 1 1I 1 0 3/8"FROM ENDS MAX. ,175 �-.BOO a¢> 8
IOq%1 �I III I li AND 7"O•C.MAX. WDW-WIDTH 0 0.n O
EXTERIOR FRAME * INTERIOR FRAME m 00 o I
sus w i 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION w 3 LL
1 I I < = d
(a)ye x 3/4' MAX. Q W In o f
1-3/8"FROM ENDS \ m LL Z IO
III' 1 ` •� AND 6-1/2"O.C. MAX. S d O.L.O.
!III 175 X.062 DEEP _�'.,' •�.ui _
IIII GROOVE / t
IIII � r.
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IIII 1/4"POLYCARBONATE LEXAN I p IJ
BY'SABIC INNOVATIVE PLASTICS'
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'III .175 X.062 DEEP
IIII GROOVE
I -
'; i (4)N8 X 3/4"SMS INSIDE ELEVATION a
0 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-1/2"D.C. MAX. /8% 3/4'SMS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
I _ C
B Jl II III I � 0 3/6"FROM ENDS O .175%.062 DEEP h _
I 1 1 AND 4-1/2"O.C. MAX. GROOVE
�LL
A8 X 3/4"SMS I 0
0 3/8"FROM ENDS
AND 7'O.C. MAX. -_ -
_________ _ Eng,:JAVAD AHMAD I _
7/16"DIA.WASHER _ _ _ _ _ _ __ _ _ _ _ ----7_ M.PENpL 70 92 IbRmMTYbD akh dm F xMo Q I
CAN.3538 Bo110iq Cb& .. }•, a
wwepme pteakt-oz
6 8 r
DOOR PANEL
24 GA. (.024)STEEL MIN. EXTERIOR I B drawi �
DOOR PANEL 15/16"MIN. D.L.OPG. 1 Pnduat CawW 9
24 GA. (.024)STEEL MIN. GLAZING BITE 01-09
WINDOW WIDTH
sheet 5 of 5
These Tables Are For GARAGE DOORS.IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B, C or D
Table R301.2(2) of the 5t' Edition FBC Residential
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
❑160 EXPOSURE:B 9'x T Door=+24.3 -27.5
❑160 EXPOSURE1B 16'x 7' Door=+23.3 -26.0
Af6o-b(po-sUREc-9,x7' 6o-o---r +29 5 33:3 (1 story and max 15'
160 EXPOSURE C`1-X`1'Door=+28.2 `-31.5 mean roof height)
❑160 EXPOSURE C .9'x 7' Door=+34.1 -38.5 (2 story and max 30'
❑160 EXPOSURE C 16'X 7'Door=+32.7 -36.4 mean roof height)
171160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 story and max 15'
0160 EXPOSURE D 16'x 7' Door=+34.3 -38.3 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 story and max 30'
0160 EXPOSURE D 16'x 7' Door=+.38.7 -43.2 mean roof height)
0150 EXPOSURE B 9'x 7' Door=+21.3 -24.1
❑150 EXPOSURE B 16'x 7' Door=+20.4 22.7
❑150 EXPOSURE C 9'x 7' Door=+25.8 -29.2 (1 story and max 15'
❑150 EXPOSURE C 16'x 7'Door=+24.7 -27.5 mean roof height
1-1150 EXPOSURE C 9'x 7'Door=+29.9 -33.8 (2 story and max 30'
Ell 50 EXPOSURE C 16'x 7' Door=+28.6 .-31.8 mean roof height)
13150 EXPOSURE D 9'x 7'Door=+31.4 =35.5 (1 story and max 15'
0150 EXPOSURE D 16'x 7' Door=+30.0 -33.4 mean roof height)
0150 EXPOSURE D 9'x 7' Door=+35.4 .-40.1 (2 story and max 30'
❑150 EXPOSURE D 16'x 7''Door=+33'.9 -37.7 mean roof height)
Notes:-.
ecure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product approvals
available at the time of inspection.
Glazing in Garage.doors must comply with.R301.2.1.2 (Glazing must
be impact resistant or shuttered)
Miami Dade N.O.A or Florida Product Approval# I �J uD )\-1 ol-