HomeMy WebLinkAboutProduct Approval . v
MIAMI-IJAD>: 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 ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mlamidadg.eov/economy
DAB Door Company,Inc.
12195 NW 98th 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 hack,
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
CMLAM[=-DADEC0UNTffY Expiration Date:August 9,2016
Approval Date:June 11,2015
�,Als' Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
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 "Submitted 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 24113.2.1,TAS 202-94
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.
S. 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 byW.A.Jackson,P.E.
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
r
DAB Door Comnanv,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 MR)
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
Insul£oam 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 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 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 04-1251,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 a2 2ols
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.I5-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-2
7-1/2'X 3'% ,071'GALV.STEGE TOP FIXTURE 5-1/2"X /16-1 X 0.1` a o
END ROLLER HINGE ___ STEEL PLATE WITH ONE 5/16-18 MS W/NUT
W/(6)814 X 5/8"SMS FASTENED TO END STILE WITH OPTIONAL DDDR VIEWER
WITHOUT DELRON SLEEVE(STD.) �'0 (6) 814 X 3/4'SELF DRILLING SCREWS TO BE INSTALLED AT c
WITH DELRON SLEEVE(OPTIONAL) (� ``` CENTER STILE CENTER STILE O @
` 1pyd� w
00 1
/
I ° / A 1 �I o 1WY}rel
O O a Q a g
1 7-1/2"X 2-1/4'X.071" —___ I ---
O
51 p GALV.STEEL CENTER HINGE r __ - -� @ 1
W/ (4) #14 X 5/a"SIMS B — — - — e m o Q t5 3 G
WITH DELRON SLEEVE(OPTIONAL) p u$ w y p
rEM
V _ GiZ11 s
a 02 CDOOR - I I to o g$
/
1 1"W% .15'THK. LATCH
It STANDARD LOCK a r - -� - - (0 I a0
` SPRING LOADED SLIDE BOLT(BOTH SIDES) - —__ _ _ = p
FASTENED W/(4)#14 X 1/2'S.MS. [2"- — 1 p M
-- 5/8'MW. LOCK ENGAGEMENT �' ' V r7
CONFORMS TO SECTION 1008 REGARDING 5"If DOORS — I --_ Lu Q LL
--------------
00 W
DOOR HEIGHT CONSISTS OF Z
Of
6'-8' 2 SECTIONS 18"2 SECTIONS 21' .158 DIA.GALV.AIRCRAFT TYPE / ` ( ` -e L—A A O O 3 a
CABLE&NICO-PRESS SLEEVE-/'•-- `( 1 OPTIONAL VENT (0 '^
8'-9' 1 SECTION 18" 3 SECTIONS 21' WI MIN.5 TO 1 SAFETY FACTOR I 1( 11 `i (3)5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE U 0 Z n
Y 4 SECTIONS 21'- I 1 OPENING AREA NOT TO E%GEED WOOD GRAIN DESIGN w In
- OP IN IN. [COLONIAL DESIGN IA
7'-6' S SECTIONS 18'- 6 X. % 0.1" 5 1 /1
_ I J
7'-0" 4 SECTIONS 18'1 SECTION 21` STEEL PLATE / 1� / __ MAX.DOOR WIDTH N=
6' 3 SECTIONS 18°2 SECTIONS 21' WITH(2) 814% 5/8"SMS ` 61 ` ® / g'_4'
8'-J' 2 SECTIONS 18"3 SECTIONS-21"
W-6' 1 SECTION 16' 4 SECTIONS 21'
W-e' 5 SECTIONS 21"- BRACKET BRACKET INSIDE ELEVATION
s 9. __5 SECTIONS 16" 1 sEcnoN z1' STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
DOOR OPTION
9'-6-6' 3 SECTIONS 18"2 SECTIONS 21' 7-7/9"X 3-1 B X .010' •• o
B'-9' J SECTIONS 16'J SECTIONS 21' / "
IV 2 SECTIONS 18'4 SECTIONS 21" STEEL.PLATE DAB DOORS INC. o B K tY '
Lo'-J" 1 SECTION 16' 5 SECTIONS 21' CENTER STILE WITH (4) 014 X 3/4"SDS Hurricane Master®Model 824/811 3 le
10'-8' 6 SECTIONS 21'- OUTSIDE Max. Size g'-4" X 16'-0" High d
10'-9' 6 SECTIONS 18'1 SECTION 21" 814 X 3/4"SELF DRILLING SCREWS MAY BE USED
11' 5 SECTIONS 1S'2 SECTIONS 21' HANDLE END STILE IN LIEU OF 814 X 5/B`SMS With Window Lite Option v $
11'-3' 4 SECTIONS 18'3 SECTIONS 21-
111-61 3 SECTIONS 16'4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING = t 50.0 PSF N
f1'-9' 2 6EcnDILs 16'S sl:cnoNs z1" _ — 60.0 PC -
12' /SECTIONS 18'6 SECTIONS 21' LOCK BAR GUIDES y O d
12'-3' 7 SECTIONS 21'- INSTALLED ON END STILE
WITH (4) 814 X 5/8'SMS GENERAL NOTES
12'-6' 6 SECTIONS 18'2 SECTIONS 21' 4 c
12'-9' 5 SECTIONS 16" SECTIONS 21' 18T X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
1J' 4 SECTIONS 18'4 SECTIONS 21' ENGAGES IN TRACK REOUIILEMFMS OF THE FLORIDA BUILDING CODE(FBG)RFTH EDITION(2014)
ON EACH SIDE OF DOOR
13'-J' 3 SECTIONS 10'S SECTIONS 21' INCLUDING HIGH VELOCITY HURRICANE ZONE(MZ).
o ,I
13'-6' 2 SECTIONS IN 6 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Engr.JAVAO AHMAO PRODUCE Uy13BD I -p c
15-9' 1 SECTION 18' 7 SECTIONS 2f' OUTSIDE KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CML ap�Vf1�'t11�f1o11M Q
14' 8 SECTIONS Zt'- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FI/L PE 70582 RdIftC.Dd6 SI
C.A E. 38
14'-3' 6 SECTIONS 16'3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL' U
14'-6' 5 SECTIONS 16'4 SECTIONS 21' LOCKS SHOWN ABOVE 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN G X 8
IV-V 4 SECTIONS 18'S SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL. By AMR:
is, 3 SECTIONS IB'6 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, A Y0015 Milllm R mel Browing no.
15'-3' _2 SECTIONS 18°_7 SECTIONS 21'
15-6' 1 SECTION 1B 8 SECTIG�75 1212 OODR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01-09
15'-9' 9 SECTIONS 21"- BUILDING CODE.TAS-202.TAS-201 do TAS-203 FOR HVHZ AND
16' 6 SECTIONS 18'4 SECTIONS 21" ASTM E7886-OS ASTM E7996-09. SheetI OT$
24 GA. STEEL PANEL
3/18"ALUM RIVETS
QQ FFyy..
1
FLAPS BENT OVER PANEL I
I �
a
1/2'PUNCHED HOLES 1 f� T4•.024"STL PANEL W 4'O.C. j� �r2
OUTSIDE OF DOOR 0 F O
rc
N c0 0 „AS
N
1 3 �
I —
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
to
(FULLY THREADED) POSITIONED AT EYE LEVEL END STILE o
ONE PER BRACKET O
ANCHORS AT TRACK BRACKET: o U
OPTIONAL STOP MOULDING M
BY DOOR INSTALLER A) DU
3/8' . POWER-BOLT BY'POWERS' W C
FOR CONNECTION OF WOW BUCK 2'MIN.EMBED INTO CONCRETE
TO MASONRY SEE NOTE ON SHEET 4 1-7/8"MIN. EDGE DISTANCE as (3= p
614 X PER HINGES 3/4•'X 2"X 2-1/2'X 18 GA.STEEL U ?
B)•%e'DIA,H e BY'HILTI' ~Z e
END STILE,CONNECT TO PANELS WITH CO 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 _j N rn p 1
SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE Z 0= Q
0.55 S.G. • EOG D ST;!•• END STILE WITH 3/16"POP RIVETS 0 12'O.C. 4'MIN.EDGE DISTANCE INTO FILLED 13LOCK F O Z
U p m
•,�' a °• 1-7/8'X 2-5/B'X 045"STEEL ---...---III CONCRETE V.- 3000 PSI MIN. tn N
CENTER STILE,GLUED AND RIVETED• DISTANCE I C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. s
TO PANEL W/(4)3/18'RIVETS I p N= �{
1 1/2"MIN. i POP RNETS
#14 X 5/8"S.M.S. •bl'; �1
1 4/HINGE
ANCHOR TYPE A OR B 0
1.9"X 2.19"X 3.3"BX 102' �(I) PER BRACKET
STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING u p
SEE SHEET 3 FOR SPACING ayi g o i z i
I
I 1
1/4-20 SS BOLT&NUT c a
No
N m $
7-1/2"X .071'GALV.STEEL
CENTER HINGE 7-1/2"X 3"X 071" c
7/16'PUSHNUT
SECTION B-B ENO ROLLER HINGE
INSTALLED ON ROLLER SHAFT Fngr.JAVAD AHVAD YN11Dl1CC RBVI= q go
INTERIOR SIDE 1.82"DIA.X .50"STEEL ROLLERS (STD.) FLA PCMpL 74582 Melq �� q
STEEL TRACK 1.82"DIA. X.50'HYLON ROLLERS (OPTIONAL CAN.'35 B Amgtmmwo 31 •0f $
14 GA.X 2-1/8"X 1'(STANDARD) 2.75"DIA. X.50'STEEL ROLLERS (OPTIONAL DIeTj
12 GA.X 3-5 IB"X 1-1/2'(OPTIONAL) T' 3
FASTENED TO K PLATES 2,75" DIA.X .50"NYLON ROLLERS(OPTIONAL Dy
W/1/4-20 X 6/8'TRUSS HD. WITH 5"STEM
SLOTTED M.S.&LOCK NUT drawing no.
MAR 0 2015 01-09
sheet 2 of 5
POP RIVETS2 X 2 X 1/8°HORIZ.ANGLE
2' ` 5/16°% 1-5/8" LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORR,TRACK
2-3/4"X 5-1/2'X 3"X.104' 5/18"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITH TWO WEIRS AT 1-1/2°APART
CAL.STEEL WITH 1-1/4'EMBED INTO MASONRY EX EEOING B FT. IN HEIG
TOP ROLLER BRACKET ON EACN SIDE f1 FIRST AT 3'O.C.
FASTENED W/(6)8 14 X 5/8'S.M.S. 3 PER BRACKET A -I REST AT 9"O.C. Z
CONNECTED TO FLAG BRACKET ANGLE
.090 THK.GALV.STEEL ADJUSTABLE W/3/8-16 X 3/4'BOLT&NUT Q
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH
W/5/18-16%3/4'HEX HEAD _ _ WELDED TO 1-1/2"X 1-1/2" % 14 GA.ANGLE -- A -� (2) 1/4-20 X 5/B"BOLT&NUi
M.SCREWS&NUTS. - FfSTENED TO TRACK - -- 6 G
TOP BRACKET WITH (4) 1/4-20 SS. BOLT&NUTS -- r..R., ACK LENGTH= OPENING HEIGHT PLUS 12"(STANDARD) O
TOP BRACKET ^4�
(OPTIONAL) „�_ VERTICAL TRACK V� tj
LOW HEADROOM DOOR 2-1/8"X 1'X.080" VVVV O to
._ 14 GA.CALV,STEEL TRACK SECTION A-A QI w t4
N w HORIZONTAL REINFORCEMENT q
o= �� 1/2"X 1-3/4"X.059"FORMED STEEL 2"X 5-1/2"X.104' Q q
GLUED TO PANEL AND FASTENED TO GALV,STEEL _.y, �y N c K
%a zd VERTICAL STILES WITH FASTENED W/(4)tj 14 X 5/8'S.M.S.
a (2)3/16'POP RNETS TOP R LLER BRACKET FOR N
LOW HEADROOM DOOR OPTION Z
HORIZONTAL REINFORCEMENT DOOR SECTION HEIGHTS BRACKET PLACEMENTS
1/2"X 1-3/4"X .059°FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 81 B2 B3 B4 BS B6 87 B8 Q b ii
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES HATH 6'-0° 16" 18" 18'18"N A 1"TO 2'I1-3/4" 23" 34" 45" 58" 67" --
(2)J/18'POP RNLTS nil 6'-6' 21'1B" T8"21"N/A 1"TO 2'11-3/4" 23" 34° 45" 56" 67"
5/16"MEETING RIB _7'-0° 1'TO 2"11-3/4" 23" 34" 45' 56" 67" -
7'-6" 18" 1B" 18" 18" 18"1"TO 2"11-3/4" 23" 34" 45" 56" 67' 78-1/4"
® 1,82°DIA X.50"ROLLERS —J .._ B'-0" 21'18' 18"18" 21"1"TO 2°11-3/4" 23' 34" 45' 56" 67" 78-1/4' m °D
W/.44 DIA.X 4-1/4'STEM 6'i -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O
FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10'O.C. h
® OPTIONAL INSULATIONS; z¢mp Q
BY'DYP AST PRODUCTS LLC' �7 q
EPS-EXPANDED POLYSTYRENE a m U S r
DENSITY= 1.05 PCF 1.9"X 2.19°%7.3'X.090" LTj ?~z
STEEL TRACK BRACHETS
N.OA,811-0926.07 n 2-3/16"HIGH ,J
w OR m CONNECTED TO TRACK WITH ¢ N 00 1
ISO-25 POLY-ISOCYANURATE Z 0-' 0_ .n
K= DENSITY-2.0 PCF e y ) 1/4'BOLTS&NUTS.kk / O .0 �
00 ORA.®11-0928A6 / W p
a BY'CELLOFOAM NORTH AMERICA' N to
DENSITY- 1.03 PCF
N.O.A.810-1129.04 m
OR
BY'INSULFOAM LLC'
DENSITY=OA2 PCF m
N.O.A.814-0311.08
®. \14 CA GALV.STEEL Y
ROLLER HINGES FASTENED
W/(4)814 X 5/8'SMS m m
MIN. 024'ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40 a
-_ MIN.YIELD STRENGTH=34 KSI TRACK CONFIGURATION d
WITH PRIMER AND BAKED-ON u m
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
l`1 ID C a n
od 2aosa
'm VERTICAL LIFT HIGH�L FT_ STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS
BOTTOM BRACKET FASTENED Q
W/(4)814%5/8"SMS Engr.JhVAp PtiH/✓fl
CML P&O�DUCti161TLSBD Q
F 3
CA.N. 8 92
O" BOTTOM SEAL OPTIONS
SEE SHEET 4
6#20/15 81 drawing no.
01-09
SECTION A—A
sheeA 3 of 5�
REINFORCEMENT
3 4" 1/2"X 1-3/4'%.058" �� p
GE
DIST.
FORMED STEEL /A a
DIST. SELF DRILLING BSCREWS 'Y
i 1-1/2'MIN. - OR V ^� SE% 1' Z n
3/16"'RIVEX'STEEL RIVETS SELF DRILLING SCREWS Q m
c z I E GIST. I m MULTIGRIP W/DOME HEAD 3/16''RIVE%'STEEL RIVETS W q
m I $ AT 48'O.C. MULTIORIP W/DONE HEAD I¢
3 ! - REINFORCEMENT AT 48'O.C. 0 g6g
1/2'X 1-3/4"X .050"-.,, Q F:
FORMEO STEEL
1/4"DLA.LAG SCREWS 1/4'001.LAG SCREWS O + $
W OD B i 2BYAT 8'FROM ENDS y 00 BU I AT 6'FROM ENDS
AND 19'O.C.MA%. I AND 19"O.C.MAX $j
1 W'STRIPALUMI UM W'ETRIP ADAPTER O w
IfO
O'36E
RUBBER W'STRIPPING 1 RUBBER W'STRIPPING Q(f9 3 F� G
1 050�'�r —� . ui
040 u'"N
.223 4 L5�T L�e9 'SJ4 .700 34B ayj
�—T
F•---1.750�•I� 1.790
BOTTOM EA O� PTIONS
OPTION OPTION 'B'
WOOD BCONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) o M
UCK
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENTM
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN LWD Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
-
FOR DOOR REPLACEMENT APPUCATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ___,._ ANCHOR SPACING V N
_
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ -ANCHORS STRUCTURE EMBED SPACING EDGE DIST. — Z m
Y8-HLC SLEEVE BY HILn_ CONC.BL 1-1 4 8' i-5 8 J (n Dai O 1
3/8"HL SLEEVE BY HILTI FILLED BLOCK 1-1 4' ZQ
318"DYNABOLT BY'ITW' CONC. 1-1 2 _ 2" 0 0 3 N
STEEL STRUCTURE 8Y OTHERS
3/8"DYNABOLT BY'ITW' FILLED BLOCK 1-1 2 B'_ _2-1 4
5/16'X 1-5/8' 3 8 POWER-BOLT BY POWERS CONC. 2" B' I-7 8 U p Z n
LAG SCREWS MY T SUPPORT
OR SYSTEM E LOADS IMPOSED 3 8 SLEEVE-ALL ITY SIMPSONS' CONC. 8' 1-7 8- w N R
AT 12"O.C. CONCRETE Pc - 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN.5/16-M BOLTS
•-_
WITH WASHER do NUT --�
WOOD BUCK CONNECTION TO MASONRY AT 12"D.C. MAX.
EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO �' Q
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH ( z
1/4"ULTRACON BY'ELCO'WITH SPACING OF gg
16'O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED t° $6�
16'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1-1 4'X 2-1 2'X 14 GA o a
2-132'MIN.EDGE DISTANCE 1_132" 1-1/2" `—"CON STEEL Afv(2' s 1-1/2'
1/4"TAPPER BY'POWERS'WITH SPACING OF c g S
14'O.C.WTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN.EMBED 12 GA GALV.STEEL 2-11.8'X 1'X 14 CA.
16 O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1/16"X 2-1/2 FIAT BRACKETS t3"LONG OALVSTEEL TRACK 01
3"MIN.EDGE DISTANCE FILLET WELDS AT 12"O.C.IN DOOR OPNG. FASTENED TO TRACK PLATES
338"CONFLE%BY'ELCO'OR AT 12"O.C.MAX AT 18"O.C.ABOVE DOOR OPI W (2 114-20X5//B"TRUSS HD.
CONNECTED TO CONT.ANGLE SLOTTED M.S.h LbCK NUT
3/8'LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE
24'O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED m $
2'MIN. EDGE DISTANCE / CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK ,°-�o d,�,$ g
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF TO W000 BUS TO STEEL TO CONCRETE AND FILLED BLOCK
8"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED. 4"MIN.EDGE DIST. --�
18'O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN,EMBED AND
2-1/2"MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION _
Engr.JAVAD AHMAB Q c
PREPARATION OF JAMBS BY OTHERS CIVIL PHOUI1Cft8VISFp i
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA PE C.A.N. 538 70592 �ooarl3'iy M'1LiILeFl/dh e I
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Yul"Cbm 8 '
BY DOOR SYSTEM. AceptelLceT4u 3! .0� $ $ .5
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY r--�
BUILDING OFFICIAL UPON INSPECTION. y, By drowing n
MAXIMUM EXTERIOR(+)LOAD PER JAMB (8.33'%50 PSF)/2 m 233.3 Lbs per Ft. M 1015 rre4K4 01—0
�_._
MAXIMUM INTERIOR(-)-LOAD PER JAMB (9,33'X 60 PSF)/2 -279.9 Lbs per R. 5hee(=4 -=105
*PLASTIC COMPLIES WITH Soo 1--r.25D / 4,U y
DOOR PANEL CHAPTER 26 OF FBC I
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE 5
1.763 ,.725�
o
7/16"OLA.WASHER 1.144
CC
iL.
V� h
/4' 0 y1~
#8%3/4"SMS 21 3 .176 �—• >2
UlIx,
AND 7"O.C.MAX1 1 1 9 3/6'FROM ENDS WDW WIDTH 600 O Q O
* EXTERIOR FRAME * INTERIOR FRAME
W 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q
p MAX
n I 1 + AND 6-1/2'O.C. MAX. 3a c
D.L.O.
�$
A
IIII 175 X.062 DEEP '
:111 GROOVE
1111
O
O NOj
IIII 1/4"POLYCARBONATE LEXAN �: O Li M
IIII BY'SABIC INNOVATIVE PLASTICS' S W 4 J
i I NOA 913-0717.01 A I+-
'j1 V I U
IIII z
7
o
w
0 0 0 03 �
1" i 1 oz
m 01
I I
:111
1111
1111 i, i, i.
ij
1 I 175 X.062 DEEP
1 i GROOVE £:
iii ---. = = = = = = — — _ = m Ijo
(4)#8 X 3/4"SMS INSIDE ELEVATION
® ,-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS a g o
I AND 6-1/2'O.C.MAR z
I WINDOW IITES CAN BE IN ANY LOCATION IN DOOR SECTION
O I %J/a'SMS
4D C+
B � 111 I I 3/8/1'FROM ENDS 175 X .062 DEEP
i AND 4-1/2'O.C. MAX. GROOVE
'm og8:8
\� g8 x 3/4'SMS
®3/8'FROM ENDSAND 7"O.C.MAX. F-
___ __ __------________ En9,:JAVAD AHMAD WL0Dt1Cf8EV4YPD Q
7/16-DIA.WASHER - - - - - - - - - - - - - - - cu,PEN1ppL 7092 e
` ` --_- cA.N.'S6D8 oolOid1E
iCL4oM0ila1{9� g 1
0GOR PANEL E�6 s 5
24 CA. (,024)STEEL MIN. EXTERIOR '1
DOOR PANEL 15/18"MIN. M drawing no.
24 GA GLAZING SITE(.024)STEEL MIN. D.L.OPG. Prcd1KTC°IRrW
01—09
WINDOW WIDTH
sheet 55