HomeMy WebLinkAboutProduct Approval RECEIV—"-u APR 01 2016
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.miamidadtgov/economy
DAB Door Company,Inc.
12195 NW 98'h 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 PSF)
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 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 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•DADE COUNTY Expiration Date: August 9,2016
.••i, , Approval Date:June 11,2015
I DSS. Page 1
o�/Dzl�
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 NDA #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.
#of,/o2'ZoIS
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
f
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 scaled by Javad Ahmad,P.E.
"Submitted under NDA#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-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 02/24/2016.
"Submitted under NOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G 15 5 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#14-0814.04"
1. Statement letter of code conformance to the 5'h edition(2014)FBC and of no financial interest
issued by Al-Farooq Coiporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
06 02 its
Carlos M.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" U
END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT
W/(6)'#14 X 5/8'SMS '�- FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER O
WITHOUT DELRON SLEEVE (STD.) (6) A14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT I
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WITH DELRON SLEEVE (OPTIONAL) CENTER STILE Z
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2/DOOR - - I o f o o Q
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1 STANDARD LOCK --,-
` SPRING LOADED SLIDE BOLT(BOTH SIDES) p
FASTENED W/ (4) A14 X 1/2"S.M.S. n 11 0 r7
-- 5/8"MIN. LOCK ENGAGEMENT L,j r1
CONFORMS TO SECTION 1008 REGARDING CARAG(f DOORS ��--- I�I�� _ "- —_ I -__ - 4 J
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DOOR HEIGHT CONSISTS OF -"-- "-—- Q c) '
6'-6' 2 SECTIONS 10.2 SECTIONS Tl' .158 DIA.GALV.AIRCRAFT TYPE i,, `�`1 i'' ° ```1 ` -�� L A p O 3< n
6'-9' 1 SECTION 18' 3 SECTIONS 21' CABLE&NICO-PRESS SLEEVE-i- OPTIONAL VENT
W/MIN.5 10 1 SAFETY FACTOR t d 11 L(3) 5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE I U 0 Z i0
7' 4 SECTIONS 21'- I I OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN w In 2¢
T_3• - _ 1 e I ° t COLONIAL DESIGN I UI rn w
120 S0. IN. m J
7'-6' 5 SECTIONS 16'- 6" X 3"X 0.1"
7'-9° 4 SECTIONS IB'1 SECTION 21' STEEL PLATEMAX. DOOR_WIDTH
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8' 3 SECTIONS IB'2 SECTIONS 21" WITH(2) Alb X 5/8"SMS ° " 9'_4'
e'-3' _2 SECTIONS 18'3 SECTIONS
_21"
8'-6' 1 SECTION 18" 4 SECTIONS 21'
8'-s' 5 SECTIONS 21"- _BRACKET -BRACKET INSIDE ELEVATION
s' 6 SECTIONS 18'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
_2'-3- 5 SECTIONS 16"1 SECTION 21' DOOR OPTION
9'-6" 4 SECTIONS 18"2 SECTIONS 21' o
9'-9' J SECTIONS 1B°3 SECTIONS 21° 7-7/8"X 3-1/8"X .010" -
IV 2 SECTIONS 18"4 SECTIONS 21" STEEL PLATE DAD DOORS INC. o o W W W
CENTER STILE WITH (4) A14 X 3/4"SOS Hurricane Master®Model 824/811
10'-3" 1 SECTION IB' S SECTIONS 21°
10'-6' 6 SECTIONS 21'- ""- " igh a A
OUTSIDE A14 X 3/4"SELF DRILLING SCREWS MAY BE USE
10'-9° 6 SECTIONS 18'1 SECTION 21' ind Lite Op ion vS1,121,121
woio
11' 5 SECTIONS 15-12 SECTIONS 21' HANDLE END STILE IN LIEU OF A14 X 5/8°SMS
11'-3' 4 SECTIONS 18.3 SECTIONS 21" �DE51G- PRESSURE,RATING = 50s0jPSfa
11'-6' J SECTIONS IB'4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT T-'1 F"
11'-9' 2 SECTIONS 18'S SECTIONS 21" LOCK EAR GUIDES ----- - 60.0 PS v
IV 1 SECTIONS IB'6 SECTIONS 21" " o o ?S
12'-3" 7 SECTIONS 21'- INSTALLED ON END STILE -o
12'-6° 6 SECTIONS 18"2 SECTIONS 21" WHIZ (4) A14 X 5/8"SMS GENERAL NOTES
12'-9' 5 SECTIONS 18'3 SECTIONS 21' 4 .I8T X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE -�
13' 4 SECTIONS IB'4 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC) FIFTH EDITION(2014)
13'-3' 3 SECTIONS te°R.SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). "o
1J'-6' 2 SECTIONS IB"6 SECTIONS 21" 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Engo AFI
r:JAVAMAO Rppl!Cr tByl¢p o
13'-9' 1 SECTION 10" 7 SECTIONS 21" OUTSIDE KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CML ��1/iy wNB me Floeih
14' 8 SECTIONS 21"- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FLA.PE 70592 Ydl Cod.
C.A.N. 38
14'-3" SECTIONS Is-3 SECTIONS 21m ALTERNATE TO SPRING 11M
LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. AORyw NIrIs-43
14'-6' S SECTIONS 4 SECTIONS 21' LOCKS SHOWN ABOVE •�G 3 0 }'
14'-9' __4 SECTIONS 1B'S SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
15' 3 SECTIONS IB"5 SECTIONS 21"
115' _2 SECTIONS 18'_7 SECTIONS 21' S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A O 015 Mau .pm" drawing nr�o.
-15'-6° 1 SECTION 18' 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
15'-9' 9 SECIDNS 21"- BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND _
16' 16 SECTIONS IB'4 SECTIONS 21' ASTM E1086-05/ASTM E1996-09. sheet 01$
24 GA. STEEL PANEL
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5/16"X I-s/8"LAG SCREW INSTALLED IN 9/16" DIA, HOLES IN CENTER STILE
(FULLY THREADED) LIDTILE 0:
ONE PER BRACKET POSITIONED AT EYE LEVEL n
ANCHORS AT TRACK BRACKET: O
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 �
TO MASONRY SEE NOTE ON SHEET 4 1-7/8" MIN. EDGE DISTANCE U = a
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3/4"X 2"X 2-1/2"X 18 GA.STEEL U z~
B),3/e"DIA. H C EVE BY'HILTI' Z ,n
END STILE,CONNECT TO PANELS WITH a0 W
1/2"X 1-3/4"X.059"FORMED STEEL FLAPS AND 3116"ALUM RIVETS 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK ¢ In rn I
SOUTHERN PINE / SEE DETAIL ABOVE 1-5/8"MIN. EDGE DISTANCE INTO CONCRETE Z D_' K
0.55 S.G. , CLUED TO PANEL AND SECURED TO 4"MIN. EDGE D15TANCE IMO FILLED BLOCK O O .La.7
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a 1-7/8"X 2-5/8"% 045"STEEL EDGE CONCRETE Yc = 3000 PSI MIN. ( w v
' - CENTER STILE,CLUED AND RNEfED DISTANCE C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. 0] 0
�.�, +\ j _�� \ 1 TO PANEL W/(4) 3/16"RIVETS
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ANCHOR TYPE A OR 8 € ~w
1.9"X 2.19"X 3.3"X.102" /(I)STEEL TRACK BRACKETS PER BRACKET _
SEE SHEEP 3 FOR BRACKET SPACING
SEE SHEET 3 FOR SPACING aNi i u o i i
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7-1/2"X .071" GALV."�TrEL
CENTER HINGE 7-1/2"X 3"X .071"
7/16"PUSHNUT
SECTION B-B END ROLLER HINGE -�
INSTALLED ON ROLLER SHAFT III REVISED i
Engr.JAVAD AHMAD � wlr me P111{d� -
STEEL TRACK INTERIOR SIDE 1.82"DIA. X .50"STEEL ROLLERS (STD.) AIA,pClVIL
9 70592
14 GA.X 2-1 8"X 1" STANDARD 1.82"DIA.X .50"NYLON ROLLERS (OPTIONAL) CA.N.35 8 ANu
/ (STANDARD) 2.75" DIA. X .50"STEEL ROLLERS (OPTIONAL) Owt n
12 GA.X 3-5/16"% 1-1/2"(OPTIONAL) 2.75" DIA. X .50"NYLON ROLLERS (OPTIONAL)
FASTENED TO TRACK PLATES P�
W/ 1/4-20 X 5/8"TRUSS HD. WITH 5"STEM -�
SLOTTED M.S.&LOCK NUT drawing no.
MAR 0 2015 01—09
sheet 2 of 5
POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE r' Q
2" - ` 5/16"X 1-5/B" LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK Vl
*FASTENE
2-3/4"X5-1/2'X 3"X.104" 5/16"SLEEVE ANCHORSCENIER SUPPORT REOD. ON DOORS WITH TWO WELDS AT 1-1/2"APARTGAL /AVBRACKET ON EACH SIDE WITH 1-1/4'EMBED INTO MASONRY E%�jEEDINC 8 FT. IN HEIGHT�` FlRST AT 3"O.C. 4Y mj
3 PER BRACKET II A REST AT 9'O.C.(6) (f 14 X 5/8"S.M.S. _ _ I , CONNECTED TO FLAG BRACKET ANGLE ZK. GALV.STEEL ADJUSTABLE W/3/8-16 X 3/4"BOLT& NUTSTENED TO BRACKET 2-1/2'X 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH6-18 X 3/4"HEX HEAD - - WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE -- A (2) 1/4-20 X 5/8"BOLT&NUTWS&NUTS. FASTENED TO TRACK0,TOP BRACKET WITII (4).1/4-20 SS. BOLT& NUTS - -- HORIZ.TRACK LENGTH =OPENING HEIGHT PLUS 12"
(STANDARD)
TOP BRACKET
(OPTIONAL) VERTICAL TRACKJ 0 F
= LOW HEAOROOM DOOR 14 GA. GALV,STEEL TRACK 2-1/8"X 1"X.080" V O H
u _ SECTION A-A Q O w m
w HORIZONTAL REINFORCEMENT ¢>Q S
Mo J 1/2'X 1-3/4"X.059"FORMED STEEL 2-X 5-1/2"%.104" C-3 IL r GHQ
GLUED TO PANEL AND FASTENED TO GALV.STEEL
io VERTICAL STILES WITH FASTENED W/(4) p 14 X 5/8'S.M.S.
a (2)3/16"POP RIVETS TOP ROLLER BRACKET FOR Q W 3�•
LOW HEADROOM DOOR OPTION U.2 M=
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HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS �••1 ZZ0 cMv 15
1/2'X 1-3/4'X .059"FORMED STEEL HEIGHT Q W~ r
GLUED TO PANEL AND FASTENED TO 1ST 2ND 3RD4TT1 5TH B1 82 83 B4 BS B6 87 RB
VERTICAL STII.FS WITH 6'-0" 18" 18" 18" 18"N/A i"TO 2"11-3/4" 23" 34" 45" 56" 67" '
(2)3/16'POP RIVETS V-6' 21"18" 18"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67"
5/16"MEETING RIB 7'-0" 21"21' 21"21"N/A 1"TO 2"11-3/4 23" 34" 45" 56" 67"
IB"18" 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 1"TO 2"11-3/4" 23" 34" 45 56 67"
W/.44 DIA. % 4-1/4" STEM me —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O o
= FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10'O.C. a w n
OPTIONAL INSULATIONS: i mo !CW7 a J
BY'DYPLAST'PRODUCTS lLG' w o Q P-
EPS-EXPANDED POLYSTYRENE ao m 1.9"X 2.19"%3.3'% .090" j ¢ O F-0 w
DENSITY= 1.05 PCF Z
STEEL TRACK BRACKETS / O
= N.OA, J/11-0926.07 n 1� 2-3/16"HIGH % J ro w
50-25 POLY-ISOCYANURATE m J CONNECTED TO TRACK WITH Z I
¢_ ) 1/4'BOLTS&NUTS. /_ ¢ n
o J DENSITY 2.0 PCF / O O CD in
--OR.A.M11-0926.06 In _ _ I- % U Z Z �n
a BY'CELLOFOAM NORTH AMERICA' j to mCN
DENSITY= 1.03 PCF
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DENSITY=0.92 PCF
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m _
14 GA.GALV.STEEL ) IJ z
ROLLER HINGES FASTENED m
W/(4) #14 X 5/8"SMS
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MIN. .026"ROIL FORMED STEEL PANEL
DRAWING QUALITY G-40 ' s
-- MIN.YIELD STRENGTH=34 HSI TRACK CONFIGURATIO
WITH PRIMER AND BAKED-ON N
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
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N w C N, id ri
m VERTICAL LIFE HIGH Ll STANDARD LIFT LOW HEADROOM .� LL z-
a DOUBLE TRACK
12 CA. GALV.STEEL AVAILABLE TRACK OPTIONS [li
DOT70M BRACKET FASTENED
W/(4) ((ib X 5/8'SMS Engr:JfNAO PHMAD CML YRWi1C(II6VLSED iFLA.PE A 70592 ry dW�ftIM1dib C6& a
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2015 ofd drawing no.
�01-09
SECTION A-A sheet 3 of 5)
3 T4" REINFORCEMENT
IN. 1/2"X 1-3/4"X .058" �� p
DCE FORMED STEEL o
_ DIST. N8 X I-
DIST
F SELF"DRILLING SCREWS �!
1O Z
1(1-1/2" MIN. -i �C OR -V— - - 98 X
I , SELF DRILLING SCREWS Z
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]EDGE DIST. 1 m 3/16"'RMEX'STEEL RMETS OR1- m c7
oG 3 \ MULTIGRIP W/DOME HEAD 3/16''RIVER'STEEL RIVETS Z W
oO \ AT 48"0-C. w m
I W\ MULTIGRIP W DOME HEAD N Ip
REINFORCEMENT nAT 48'O.C./ a1/2"X 1-3/4"% .OSB" Q w
\\\ FORMED STEEL
1/4"DIA.LAG SCREWS .LAG SCREWS a O
2BY -AT 6'FROM ENDS WO SAT 6'FROM ENDS
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WOOD BUCK I (�� W000 BUCK I
AND 19'O.C.MAX. j i �\\ AND 19'O.C.MAX. C
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W'STRIP ADAPTER O W 0, 0
1 ALUMINUM 5 SERIF ADAPTER 0 a a a o
1 C'�Wr
RUBBER W'STRIPPING- RUBBER W'STRIPPING Q w 3 0 N
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_BOTTOM SEAL OPTIONS
OPTION 'A' OPTION '8'
m w
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) o M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT w r7
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN I CqD
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ANCHOR SPACING `i- U S
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE - Q Z F uj
_ ANCHORS STRUCTURE EMBED ZEDGEIST_.VERFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ _ LJ BHLC SLEVEYHIL71' CONC. 1-1 4' m O 1
Y'HIITI' FILLED BLOCK 1-1 4"ITW' CONC. 1-1 2 O -3STEEL STRUCTURE BY OTHEflS 3 8"DYNABOLT BY'ITW' FILLED BLOCK 1-1 24"5/I6'X 1-5/B' 3/8"POWER-BOLT BY'POWERS' CONC. 2" " UC) ZMUST SUPPORT1HE LOADS IMPOSED W LAC SCREWS J�BYDOOR SYSTEM J/13 SLEEVE-ALL BY SIMPSONS'I CONC1-1/2" ' (n n
AT 12"O.C. CONCRETE f'c = 3000 PSI MIN. OD N Q J.
5/16"010.BOLTS C-90 GROUT FILLED BLOCK Fm = 2000 PSI MIN. _ F
r WITH WASHER h NUT T
WOOD BUCK CONNECTION TO MASONRY I AT 12"Q.C.MAX.
\"'�' J �—EDGE DIST. �{
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I- ' I
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1
1/4"ULTRACON BY'ELCO'WITH SPACING OF
16"O.C, INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN. EMBED ^$a
16"O.C. INTO 3000 P51 CONCRETE,WITH 1-3/4"MIN.EMBED 1-1/4"X 2-I/2'X 14 CA p
2-1/2"MIN. EDGE DISTANCE 11-1 22- 1-1 2" "'CONT.STEEL ANCL E 1-1/2" W
1/4"TAPPER BY'POWERS'WITH SPACING OF 55 a 6
14"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN. EMBED 12 GA, GALV.STEEL -- -
16"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4-MIN.EMBED FLAT BRACKETS f3"LONG 2-1/8°X 1"X 14 GA. y u
/ 1/16"% 2-I/2 GALV. STEEL TRACK
3"MIN.EDGE DISTANCE AT 12."O.C.IN DOOR OPNC.
FILLET WELDS- FASTENED 4 TRACK PLATES
3 B"CONFLEX BY'ELCO'OR AT 12'O.C.MAX. AT NE O.C.ABOVE DOOR OPNG. SL (2) 1M.S.&X5/8"TRUSS HD.
/ CONNECIEU TO CONT.ANGLE SLOTTED M.S.k LOCK NUT
3/8'LOT BY'TTW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE
24"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED
2"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK COMINUOUS ANGLE TRACK ,� e$
TO WOOD BUCK TO STEEL TO CONCRETE AND.FILLED BLOCK '5 o
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF d°c
8"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN. EMBED, 4"MIN. EDGE DIST. -�
18'O.CIN. EDGE DISTANCE.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND
2-1/2' ALTERNATE TRACK INSTALLATION
M
MAD
PREPARATION OF JAMBS BY OTHERS Engr.JACMLµ PRODwiruvilsw
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PEC. 70592 ne�lyiq vitt lye FlodL 1
A.N.A,N.1538
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED 3( OZ a .a
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY L---Y
BUILDING OFFICIAL UPON INSPECTION. B! hoLttl Browing no.
MAXIMU015 M EXTERIOR(+)LOAD PER JAMB = (9.33'X 50 PSF)/2 = 233.3 Lbs per Ft. '
M X0109)
MA%IMUM INTERIOR(-) LOAD PER JAMB (9.33'X 60 PSF)/2 -279.9 Lbs per Ft. sheet 4 Of 5
* PLASTIC COMPLIES WITH .500
DOOR PANEL CHAPTER 26 OF FBC
�24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE 5
Z r w
m
0 (�
1.765 1.725 0.
7i/16"DIA.WASHER 1 144 Qa aW m
L 0
0
#8 X 3/4"SMS 21 3/4" I I _ p
0 3/8'FROM ENDS MAX. .176 F 1^— 800 a¢ Q g
AND 7"O.C.MAX. WDW.WIDTH 0 0.n C amp
_ * EXTERIOR FRAME * INTERIOR FRAME G 0 o 1
II'III , (4)#a%3/4'SMS = a o 101%e" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q wMA
N a c I
IIII I ® 1-3/B"FROM ENDS eo
AND 6-1/2"O.C. MAX. 30 p D.L.O. .J ZM{y
.175 X .062 DEEP
IIII
----.175
GROOVE r�Lllryry��-
II
00
aM
0
I 1/4"POLYCARBONATE LEAN
ii ^ I i O lil
-BY'SABIC INNOVATIVE PLASTICS' }}
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'III .175 X .062 DEEP
1111 GROOVE
Ij
I
(4)(JB X 3/4"SMS INSIDE ELEVATION a
I III I , ® 1-3/B"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
III AND 6-1/2"D.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
C
#8% 3/4"SMS
CB) III 1 I 0 3/8'FROM ENDS .175 X.062 DEEP
GROOVE c
i I I
AND 4-I/2"O.C. MAX. _ g
'N
#8 X 3/4"SMS 0
®3/8"FROM ENDS AND 7'O.C.MAX. f_
_ `o
Eng,:JAVAD AHMAD
________ I o
cIVL PRODUCTREVLYpD
7/16"DIA WASHER - - - - - - - - - - emlplYbt 1!e Flvide q
\�� CA.N.S53B BoI1Giq Dob n
V
DOOR PANEL EXTERIOR 9
24 GA. (.024)STEEL MIN. 1, By
�-
DOOR PANEL 15/16"MIN. D.L.OPG, Ill Pmdlwt ColKrof dfawing no.
24 GA. (.024)STEEL MIN. GIA21NG BITE 01-09
WINDOW WIDTH
,5n tt'75:-=f5
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 FBG Residential
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
❑160 EXPOSURE:B 9'x 7' Door=+24.3 -27.5
Ml 60 EXPOSURE IB 16'x 7' Door=+23.3 -26.0
1160 EXPOSURE-C-9-x TDoor--=-+-29.5 - (1 story and max 15'
][ 160 EXPOSURE C 16'X 7'Door=+28.2 -31.5 mean roof height)
0160 EXPOSURE C 9'x 7' Door=+34.1 -38.5 (2 story and max 30'
F1 160 EXPOSURE C 16'X 7'Door=+32.7 -36.4 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 story and max 15'
F1 160 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'
❑160 EXPOSURE D 16'x 7' Door=+38.7 -43.2 mean roof height)
❑150 EXPOSURE B 9'x 7' Door=+21.3 -24.1
f-11 50 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'
[:]l 50 EXPOSURE C 16'x 7' Door=+24.7 -27.5 mean roof height
❑150 EXPOSURE C 9'x 7' Door=+29.9 -33.8 (2 story and max 30'
Ell 5O EXPOSURE C 16'x 7' Door=+28.6 .-31.8 mean roof height)
❑150 EXPOSURE D 9'x 7' Door=+31.4 =35.5 (1 story'and max 15'
Ell 50 EXPOSURE D 16'x 7' Door=+30.0 -33.4 mean roof height)
❑150 EXPOSURE D 9'x 7' Door=+35.4 -40.1 (2 story and max 30'
Ell 50 EXPOSURE D 16'x 7' Door=+33.9 -37.7 mean roof height)
Notes•-
■ Secure 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#