HomeMy WebLinkAboutProduct Approval F1sD PRECISION DOOR SERVICE OF BREVARD SMITH,EUGENE Invoice Date: 05-05-15
w� 110 TOMAHAWK DR 4908 PALMETTO DR Technician: Neil Trepanier .
�^�y INDIAN HARBOUR BEACH ,FL 32937 FORT PIERCE,FL 34982 Work Order#:2463146
C1 (321)639-6157 (425)231-8275 Invoice# 01423374 co
Contractor Number 14-GR-CT-00088
Part# Description QuantityUnit Price Ext Price Tax Tlie'viorlc otYter agreement( orthe protection of bot(i the cus[omeraltd
LEFT • • : IPrecI§IonDoorServlce.ofBrevard Weadantourcustomersto:fully
Haulaway understand any recorrimendaUons thatwe`offer Anycustomerhas fha
58773 1 0.00 0.00 N
INCLUDES SALE,DELIVERY,INSTALLATION,AND HAULAWAY nghtto acceptor refuse ali or partof a technlaans recommendations
8x7150 iandlor receives second option
58740 8X7+501-60 LARGE MISSILE IMPACT RATED AND SUSTAINED WIND RATED DAB 2 930.00 1860.00 N , ' t do not accept the technicians recommendations and,
MODEL 824 HURRICANE GARAGE DOOR _ do not wish to Havemy doorserUiced at thrs.#rme I
White in Color ,and eistand thiiby not accep66 these
58733 1 0.00 0.00 N 'recommendaGons IwilinotholdPrecisionDoorSersnce€
WHITE IN COLOR / _
„?liable foranyfiiture'damages oraccdents tfiatmay .;
58791 Torsion Spring Assembly 1 0.00 0.00 N ;
resultfrom notfollowrog the technicians
DAB Warranty fecommendat�gns TF q
58997 MANUFACTURER LIFETIME TRANSFERABLE WARRANTY ON PANELS,MFR 5 YEAR 1 0.00 0.00 N
WARRANTY ON HARDWARE;1 YEAR PDS LABOR WARRANTY
58060 Coupon:Installation of Liftmaster 8355 2 225.00 450.00 N
85911 City of Fort Pierce Permit Fee 1 150.00 150.00 N
64959 Notes 1 0.00 0.00 N
CUSTOMER MAY WANT PDS UPGRADE REMIND AT TIME OF CALL
SUBTOTAL FOR LEFT DOOR(LO)8X7$2,460.00
fPaymeritMeth�dlransact�on!�ID Payriietrtpate PaAmounC 3 Taxable Subtotal $0.00
k
Usa 2899 Feb=42 2016 kb
I NonTaxable Subtotal $2,460.00
Sales Tax(0.0%) $0.00
Invoice Total: $2,460.00
Total Payment: $800.00
Balance Due: $1,660.00
Additional Information
MIAMi•DADE MIAMI-DADS 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.mlamidade.eov/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 914"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 shalt 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 ofNOA.
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#614-0814.04 and consists of this page l 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
MAMt-DADECOUNlY Expiration Date:August 9,2016
Approval Date:June 11,2015
�,as Page 1
DAIS Door Comimny,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
02/01/2001,with last revision 7 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"
X. 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 241.13.2.1,TAS 202-94 '
along with marked-up drawings and installation dz
agram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&
Testing,Inc,Test Reports No.HETI-08-2149A/3,dated 06/27/2008,signed and
sealed by Candida 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
Candida F. Pont,P.E.
"Submitted under NOA#01-OSI 6.03"
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.BETI 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.
0102 f Z�1S
Carlos M.Utrera,P.E.
Product Control Examiner
NOA into.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#14-0814.041,
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#09-11128.04"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/1912008,signed and sealed by Flumayoun 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 Insulfbam,LLC,for their
Insulfbarn 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,0 1/11/2017.
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
01/1112017.
5. Notice of Acceptance No.104129.04,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 09/2712004,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 L Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test;Rate-of Bum Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material",,prepared by ETC Laboratories,
Report No.04-761-15019.0,dated 05/0612004,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.
Carlos M.Utrera,P.R.
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" l
END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT
.Q-- FASTENED TD END STILE WITH foe
W/(6) /14 X 5/8'SMS OPTIONAL DDDR VIEWER
WITHOUT DELRON SLEEVE(STO.) (6)114 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT
WITH DELRON SLEEVE(OPTIONAL) ``� CENTER STILE _
/ 00 `I CENTER STILE
--- I '
' 7-1/2"X 2-1/4"X.071•
GALV.STEEL CENTER HINGE ---- ---- i _ �o V`a $Qy
W/(4) 114 X 5/8'SMS 1 -_ � I --'—may- 1 0:uuu111 O ip
,\ WITH DELRON SLEEVE(OPTIONAL) B 1 __ i B O o Q z-A- x$i
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OX I
LOCK
�Ir2l DOOR Z WE 612
, •� ! Fi
7
W% .IS'THK. LATCH `-
I
_ 1
�I STANDARD LOCK ` ?
SPRING LOADED SLIDE BOLT(BOTH SIDES)
FASTENED W/(4)114 X 1/2'S.M.S.. �� - --- _= - - 100 M
-- 5/8'MW.LOCK ENGAGEMENT '� I 1 n
CONFORMS 10 SECTION 1008 REGARDING GARAGLr DOORS
N I V 2 N
'-p' �� _—_ I c I Z row e
DOOR HEIGHT CONSISTS OF i ��` 1 — __-__ .....)—_..1 I Q
6'-6' 12 SECTIONS IV12 SECTIONS 21' .158 DN.CALV.AIRCRAFT TYPE i
% z K m
CABLE&NICO-PRESS SLEEVE-T-- i _
6'7' I SECTION 121 3 SECTIONS 21• y//MIN.5 TO 1 SAFELY FACTOR! ``'�I O ``� �� OPTIONAL VENT )- A I O 0 Z N
7' 4 SECTIONS 21'- i (3)5'WIDE AT 7'O.C. MA%. OPTIONAL FLUSH FACE 'Lrj
7'-3* - _ i p ' OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN W
7'-6-
5 SECTIONS IV- �1 i 120 50. IN. COLONIAL DESIGN I Rn m rn J
7'-9• 4 SECTIONS 18"1 SECTION 21' 6"X 3'%0.1" I /` Q N g
6 J SECTIONS IB'Z SECTIONS 2I' STEEL PLATE ,` p
WITH(2) 114 X 5/8"SMS ll /- LO,
MAX. DOOR WIDTHW-3_ 2 SECTIONS 18'3 SECTIONS 21• B'-4' A
B' 6' ' 1SECTION18' 4 S£CTONS21'W-9' 5 SECTIONS 2I_- BRACKETBRACKET INSIDE ELEVATION
s' 6 SECTIONS•is-- STD. LIFT DOHEADROOM RAISED PANEL EMBOSSED DOOR
9'_3• 5 SECTIONS 18.1SECTION 21' OOR OPTION9�-6• 4 SECTIONS IB•2 SECTIONS 21'W-9' 3 SECTIONS 18'3 SECTIONS 21• 3-1/8'X.010'
10 2 SECTIONS I6 4 SECTIONS 2I' E DAB DOORS INC.
10-3• 1 SECTION 18' 5 SECTIONS 21' CENTER STILE WITH(4)114 X 3/4'SDS Hurricone Master®Model 824/811
10'-8' 6 SECTIONS 21'- -__,____ C
6 s£GnoNs to 1 SECTION 21' OUTSIDE Mox. Size 9'-4" X 16'-0' High u
HANDLE ,:I4;X 3/4"SELF ORILLIN6 SCREWS MAY BE USED I m
1V 5 SECTIONS IV 2 SECTIONS 21' END STILE IN OF 114 X 5/8'SMS J With Window Lite Option m g g
111-3' 4 SECTIONS 18'3 SECTIONS 21•
11'-6• 3 SECTIONS IB'4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING + 50.0 PSF
"
11'-9• 2 SECTIONS 18"5 SECTIONS 21' LOCK BAR GUIDES ---•- - 60.0 PSF �u
12' 1 SECTIONS IV 6 SECTIONS 21'
INSTALLED ON END STILE o o-;1- 4$
12-J 7 SECTIONS 21'- WITH(4) 114%5/8'SMS rn 6 B=o
_ I2'-6•_6 s£tnaes 1a'2 sEcnoNs 21• " Q GENERAL NOTES
IZ'-9• 5 SECTIONS fe'J SECTIONS 21' IBi X .6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
13' 4 SECTIONS 18'4 SECTIONS 21• ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(F8C)FIFTH EDITION(2014)
13'-3' 3 SECTIONS 16'5 SECRONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). __ q
13'-6• 2 SECTIONS IV 6 SECTIONS 21• i
13'-9- 1 SECTION 18• •7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONAL) 2. ANCHORS SHALL N W
AS LISTED, SPACED AS SHOWN ON DEFILFngr.JAVAD AHMAD lYODHCl L8VL9Eb - o
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
CIVIL r�rT)y 1TI{fm.#iOTip i \
14' 8 SECTIONS 21'- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FIA PE 711592
I4'-3' 6 SECTIONS IB'J SECTIO21 ALTERNATE TO SPRING LOADED SLIDE ROLT CAN. 78 )S-0
14'-8• 5 SECTIONS 18'4 SECTIONS 21' LOCKS SHOWN ABOVE 3. All BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
14•-9' _4 SECTIONS UP T SECTKMS 21• 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
15' J SECTIONS le'6 SECTIONS 21' THESE DETAILS ARE NOT PMT OF THIS APPROVAL.. By
I.-A-3 2 SECTIONS IV 7 SUCTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A 015 drowing no.
"•6-6' I SECTION W'•8 S(C)IONS 2T• O1-09J
15'-9' 9 SECTIONS 21"- DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
BUILDING CODE,TAS-202,TAS-201&TAS-203 FOR HVHZ AND
18' 6 SECOONS IB'4 SECTIONS 21• ASTM E1886-05/ASTM E1896_09. Sh081 1 OF 5
24 GA STEEL PANEL 4. 3
3/16'ALUM RNEfS
1 p� � o
FLAPS BENT OVER PANEL 9
QRS
-.024"STL PANEL 1/2"PUNCHED HOLES �7 0p L�7
® 4"O.C. 1. cy g
OUTSIDE OF DOD
IL
IL GM7 1�JI o i
STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER%
TO WOOD -58 WITH BY 'SCHLAGE SECURITY HARDWARE'
(FULL THREADED)LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
ONEPER BRACKEPOSITIONED AT EYE LEVEL
END STILE o: aD
0
OPTIDNAL STOP MOULDING ANCHORS AT TRACK BRACKET: o Lei to
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) 3/B'oUL POWER-BOLI 'POWERS' W Q
TO MASONRY SEE NOTE ON SHEET 4 2'MIN.EMBED INTO CONCRETE
P14 X 5/8"SMS 1-7/8"MIN. EDGE DISTANCE Q V Vf H
6 PER HINGE J/4'%2'X 2-1/2'X IB GA STEEL (7;Z
END STILE,CONNECT TO PANELS WITH B)3/B'OIA HLC SLEEVE fiV'NKTI' Z e
SOUTHERN PINE .. 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� CTI ma 1
CLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8-MIN.EDGE DISTANCE INTO CONCRETE
0.55 S.C. , EOC D ST' END STILE WITH 3/16'POP RIVETS O 12'O.C. 4'MON EDGE DISTANCE INTO FILLED BLOCK O ZLAJ
vi
9 U h
1-7/8'X 2-5/8'X.045"STEEL EOCF CONCRETE Cc - 3000 PSI MIN. cn In
I , •CENTER STILE,OWED AND RIVETED C-90 GROUT FILLED BLOCK f'm a 2000 PSI MW.
I TO PANEL W/(4)3/16'RIVETS DISTANCE�1 N
MIN. �I POP RIVETS
X14 X 5/8'S.M.S. \ �� bj1,3/16 -�
4/HINGE '•�'•
I-3/18'� --- --- � -Y--
ANCHOR TYPE A OR 8 0 y€� .
1.9'X EEL X K X.1ETS02' F� /(I)PER BRACKET
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING
°€�3$2g
I 1
1 1/4-20 SS BOLT& NUT o w d 3 S
on K
7-1/2'X .071'CALK STEEL
CENTER HINGE 7-1/2'X 3'X.071' . u x_
7/16'PUSHNUT SECTION B-B END ROLLER HINGE C=:: �
INSTALLED ON ROLLER SHAFT 47tCM)UCf aevow Y
Engr:JAVAD AHYAD �y w*dwwbri I
STEEL TRACK INTERIOR SIDE 1.82"OW.X.50"STEEL ROLLERS (STD.) CML ay g I y
1.82"DIA.X.50'NYLON ROLLERS OPTIONAL RA PE 70592
14 OLX 2-1/8'X 1'(STANDARD) ( 4A0
Auo�ate Nb �/owl
CA X 3-5/16"X 1-1/2'(OPTIONAL) 2.75' DIA X.50"STEEL ROLLERS (OPTIONAL; I,IRe 4 y c
FASTENED TO TRACK PLATES 2.75" DIA X.50"NYLON ROLLERS (OPTIONAL) $ '
W/1/4-20%5/8'TRUSS HD. WITH 5'STEM O/ ----�
SLOREO M.S.&LOCK NUT
drawing no.
015 01-09
sheet 2 of 5
i
POP RIVETS IAC SCREWS INTO WOOD OR
-_ � 2 K 2 X 1/8"HORIZ.ANGLE �
GALY.S X 5-1/2'%3"X.104' f10RZ.TRACK SUPPORT, SPOT WELDED TO"ORIZ.TRACK 40
5/16'SLEEVE ANCHORS WRIT TWO WELDS AT 1-1/2'APART c
CALV.STEEL CENTER SUPPORT READ. ON DOORS
TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4"EMBED INTO MASONRY EXSEEDING B Fr.IN HEIGHT FIRST AT 3'O.C.
FASTENED W J PIER BRACKET
/(6)/ 44 X 5/8"S.M.S. _ _ I�_ A REST AT 1 CONNECTED TO FLAG BRACKET9ANG E Z IW
090 THK.CALM.STEEL ADJUSTABLE W/3/8-16 X 3/4"BOLT&NUT
SUITE FASTENED TO BRACKET 2-1/2"X 4-1/4'X 13 GA. STEEL PLATES AND TO SPRWG SHAFT GUI WIT" O
W/5/16-I8 X 3/4"HEX HEAD WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE 7.011.
A (2) 1/4-20 X 5 8 BOLT&NUT
M.SCREWS&NUTS. /"
FASTENED TO TRACK _TOP BRACKET WITH(4) 1/4-20 SS. BOLT&NUTS TRACK LENGTH=OPENING HEIGHT PLUS 12" A
(STANDARD)
_ TOP BRACKET
(OPTIONAL) VERTICAL TRACK N
LOW HEADROOM DOOR - ----)-
` u 14 GA CALV.STEEL TRACK 2-1/6'% 1'X.080' D tvil
�
Gi HORIZONTAL REINFORCEMENT SECTION A-A �i1 M
&o J 1/2'% 1-3/4'X.059'FORMED STEEL 2"X 5-1/2'X.104' —i Q Q 0
W CLUED TO PANEL AND FASTENED TO 'ww
%0 N!R7tCAl SHLES WITH CALV.STEEL - O'b ro jr
FASTENED W (4 14 X 5/8'S.M.S. ry7 O
(2)3/16'POP RIVETS UP)ROLLER BRACKET FOR V 13 d 1
LOW HEADROOM DOOR OPTION LL Z W f
HORIZONTAL 4'X.59'F DOOR • SECTION HEIGHTS BRACKET PLACEMENTS V Z f
GLUEDX 1-3/1'X.059'FORMED STEEL HEIGHT YI
GLUED TO PANEL AND FASTENED TO 1ST 2ND 3RD 4TH 5TH BI B2 BJ 84 BS 86 B7 88
VERTICAL SOLES WITH —1
(2)3/16'POP RIVETS 6'-0" 18" 18' 18' 18'N/A 1"TO 2"11-3/4' 23" 34" 45" 56' 67° __ -
6'-6' 21 18' 18"21"N/A 1"TO 2"11-3/4' 23' 34" 45" 55" 67' __
5/16'MEETING RIB _7'-0' 21"21" 21"21"N/A 1"TO 2"11-3/4' 23" 34' 45' 56" 67'
7'-6" 18" 18"18" 18" 18'1'TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4"
1.82'OIA. X.50"ROLLERS ! m
W/.44 DA%4-1/4"STEM 21"18' 18" 18" 21`1'TO 2"11-3/4 23' J4' 45" 56" 67' 78-1/4' Of _
_ •-SECTKx4S ARE NUMBERED STARTING AT THE BOTTOM p
= FOR ODORS MORE THAN B FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10'O.C.
OPTIONAL INSULATIONS: z¢ W
BY'OYP ASi PROD ACTS L 68
FPS-E%PANDEO POLYSTYRENE 0.o
DENSITY- 1.05 PCF O 1.9"X 2.19'X 3.3'X .090" / Q U 2 a
N.O.A./t 1-0926.07 STEEL TRACK BRACKETS X ~rn
tG OR ^m 2-3/16`HIGH / J 00 W 1O
W ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH Q N rn 0 I
K= DENSITY-2.0 PCF ) 1/4'BOLTS&NUTS. / z O 3 Q
o L
m w —N.OA./11-0926.06 m - - ►- O Z
OR IL)
7.7 BY'CELLOFOAM NORTH AMERICA' N
DENSITY- 1.03 PCF I m ONi v
N.OA/10-1129.04
OR
OL!MSJLFOAM LLC'
DENSITY-0.92 PCF
N.OA/14-0311.08
4\14 CA GALV.STEEL t'
� B
ROLLER HINGES FASTENED
W/(4)/14 x s/B•SMS
MIN..024'ROLL FORMED STEEL PANEL o
DRAWING QUALITY C-40 C
MIN.YIELD STRENGTH-34 KSI
V-
WITH PRIMER AND BAKEO-ON TRACK CONFIGURATION
POLOLYSTER PAINTED TOP COAT �z
APPLIED TO BORT SIDES OF STEEL
H W N ^
C U^
o
to yERTICAL LISTANDARD LIFT LOW HEADROOM
DOUBLE TRACK
12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS
BOTTOM BRACKET FASTENED
W/(4)114 X 5/8"SMS F&ng,JhVAD AHl1AD.PE
CIVIL
70592
CA.N.3 3B raafgF114+fwWbAeT164 o I
O SBOTTOM EE SHE EAq OPTIONS Aacriooeow
s
Z��S Bl drawing no.
1-09
SECTION A-
c
Sheet 3 of 5�
3 4' REINFORCEMENT
IN, 1/2"X 1-3/4'X.058`
_ DIST. �g% I` - FORMED STEEL
MIN. SELF GRILLING SCREWS
is X 1'
s I TIE DIST. 1 3/16•'RNEX'STEEL RIVETS V OR
LF DRILLING SCREWS 'r,
• m `iy ggg MU.TIGRIP W/DOME HEAD 3/16''RIVEX'STEEL RIVETS X �4
Qx \ \ \ AT 48'O.C. F }FiZ qtl
MULIICRIP W/DOME HEAD
48'O.C.
a �1
REINFORCEMENT
1/2•X 1-3/4"X.058'
FORMED STEEL O O
28Y 1/4'CTIA LAO SCREWS 1/4'DIA.LAG SCREWS
WOOD BU 1 \•AT 6'FROM ENDS WOOD `AT 6'FROM ENOS v
AND 19'O.C.MAX. AND 18'O.C.MAX.
N
W'STRIp ADAPTER
ALU.RNUM STEEL ADAPTER O Q Q
' RUBBER W STRD'PINC RUBBER W'STRIPPWC Q�l
050
1 --/` `� 1 4
.221 IC'1J l',x+1. �U
1 Fes-1.750 1 11.790 J �..-------�
130TTOM SEAL OPTIONS
OPTION 'A' OPZJON 'B'
WOOD BUCK CONNECTION TO WOOD SUBS RATE (WOOD SPECIFIC GRAVITY S0-0.55 MIN.) p o
O M
THE INSTALLATION ME7N005 SHOWN ABOVE SHOWS 2X6 SYP N000 BUCK ATTACHMENT I+I M
TO WOOD STRUCTURES.IF THESE M67HODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN 'W >Q-i
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ___ Lt
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ ANCHOR SPACING_ U r
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. - ED ANCHORS _ STRUCTURE EMBSPACING EDGE DIST_. z W
3/8-HLC SLEEVE BY IOLTI CONC. %1-12
8" 1-5 8 Ico
3 8'HLC SLEEVE BY HI FILLED BLOCK3 B`DYNABOT BY'RW' CONC. B2'3 8 OYNABDLT BY'ITN' FILLED BLOCK 8'_ -1-1 / O 3 '�
5/I6'% 1-5/B" STEEL STRUCTURE BY OTHERS 3 8 POWER-BOLT BY POWERS CONC. 2' 8' 1-7 8 L7 p Z ,n
LAG SCREWS —MUST SUPPORT THE LOADS IMPOSED W In
AT 12'O.C. BY DOOR SYSTEM J B SLEEVE-ALL BY SIMPSON51 CONE 1`1 2 B' 1-7 8 T/1 R
CONCRETE Pc -3000 PSI MW. N Q
5/16`DIA.BOLTS C-90 GROUT FILLED BLOCK Fm 2000 PSI MIN. 0 = F
WOOD BUCK CONNECTION TO MASONRY 'o; WITH WASHER&NUT — �
AT 12'O.C.MAX. E�
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WDLL OR CONC.COLUMN WITH
1/4"ULTRACON BY'ELOW WITH SPACING OF
16"O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED
16'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED q
2-I/2"MW. EDGE DISTANCE / I _1-1/4'X 2-112'X 14 GA "1/2-
0
� 0
I-1 2' 1-1 2" —' CONT mSTEELX2 ANGLE 1-1/2' a�
1/4"TAPPER BY'POWERS'WITH SPACING OF
14`O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2-MIN.EMBED 12 GA.CALV.STEEL --- Fi
16'O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4'MIN.EMBED 1/16•X 2-1 2 FLAT BRACKETS 33"LONG 2-1/B'X 1'X 14 GA. L
J"MIN.EDGE DISTANCE / GALV.STEEL TRACK g 9
FILLET WELDS AT 12"O.C. IN DOOR OPNG. FASTENED TO TRACK PLATES
-3/8-CONFLEX BY'ELCO'OR AT 12'O.C.MAK AT 18'O.C.ABOVE DOOR OPNC. W (2 1 4-20%5/8•TRUSS HD.
3B"LDT BY'ITL`WITH SPACING OF CONNECTED TO CONT.ANGLE SLOTTED M.S. &LOCK NUT
24'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED W/(J)SPOT WELDS AT EACH SIDE c u
Y MIN.EDGE DISTANCE CONTINUOS AN T e K REVERSE TRACK CONHNUOUS ANGLE TRACK o c g
TO WOOD BUCK TO CONCRETE AND FILLED BLOCK
3/8'HLC SLEEVE BY'N0.T1'WITH SPACING OF TO TO �
8'O.C. INTO GROUP FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"NLN.EDGE 01ST. -.
18'O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN,EMBED AND �—
2-1/2-MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION T
PREPARATION OF JAMBS BY OTHERS Egr,JAVAD A MADCIVIL
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY F CAPE N S 0 92 = �.ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSEDBY DOOR SYSTEM. A�me}YoTb X .OZ g . ,t
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF v X • ` <
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. BI drawing no.l
VAAMUM EXTERIOR(+)LOAD PER JAMB (9.3]'X 50 PSF)/2 233.3 Lbs per Ft. M O15 01-09 1
MAXIMUM INTERIOR(-)LOAD PER JAMB- (9.33'X 60 PSF)/2-279.9 Lbs per Ft. -"- J
(sheet_4 Of 5,
5DO ri-So 4.0
PLASTIC COMPLIFS WITH
CHAPTER 26 OF FBC
DOOR PANEL SEE EVIDENCE PAGE
24 Qk(,024)STEEL MIN. z
-1125
7/16-VIA.WASHER IA44 IL
JK a
is IT 3jr SMS 21 3/4'
MAX. .176
0 31W FROM END
AND 7"D.C.MAX.S WM WIDTH
* EXTERIOR FRAM INTERIOR EM
RIGID PVC ONE PIECE INJECTION RIGID PVC: ONE PIECE INJECTION 11
(4) �4 SUS If I
X m
0 1!83/8'3/F ENDS
AND 6-1/2-D.C.MAX.
A
tIli .175 X.062 DEEP
GROOVE
0
0
C3
4
-By'SABIC
I/-POLYCARBONATE LEXAN
INNOVATIVE PLASTICS*
NDA 113-0717.01
Ld
z Of
10 0
."Do
L
SEE] 'cl
A F= Ozz
4
'Anj 'n 1g R
-.175 X.062 DEEP
GROGW
T c
INSIDE ELEVATION
(4)#8 X 3/4'SMS
0 1-3/8'FROM ENDS RAISED PANEL EMBOSSED ODOR WITH OPTIONAL WINDOWS dig g
AND 6-1/2*D.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
18 X 3/4-SMS
4�/18;2FROM ENDS .175 X.062 DEEP
AND D.C.MAX GROOVE
j 98 X 3/4-SMS
0 3/8-FROM ENDS
AND 7*O.C.MAX, AD
FLA.PE mem
_Vbbo wkh d
7/16-GA.WASHER "love.&
ma Amown 1406= 6
DOOR PANEL EXTERIOR
PANEL 24 GA. (.024)STEEL MIN. 15/16-kuN. D.L.OPG. arowing no.
24 GA.(�024)STEEL MIN, GLAZING BITE 01-09
LW94DOW WIDTH sheet 5 of