HomeMy WebLinkAboutProduct Approval M1AMI•DADE MLOH DARE COUNTY
PRODUCT CONTROL SECTION
11805 SSV 26 Street,R6om 208
DEPARTAIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADINfITIISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (WA) www.miamlidade.gov/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 vatid 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 18'-2"Wide w/
Window Lite Option(DP+40.0,44.0 PSF)
APPROVAL DOCUMENT: Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 05/16/2005,with revision F dated 11/03/2014,prepared by Ai-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.
MISSII.E IMPACT RATING:Large and Small Missile Impact Resistant
LABELEIIG: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.
ADVERTISE,MENT: 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 distributprs and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#11-1219.12 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.14-0814.03
Mtarr.naot:courrn Expiration Date:March 29,2017
Approval Date:February 5,,2015
didS Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
05/16/2005,with revision F dated 11/03/2014,prepared by Al-Farooq Corporation,signed and
sealed by Javad Ahmad,P.E.
B. TESTS "Submitted udder NOA#09-0128.06"
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,TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional
Gar
ge Door with Fixed Windows,prepared by Hurricane Engineering&Testing,Inc,Test
Reports No.BETI 08-2149A/B,dated 06/2712008,signed and sealed by Candido F.Font;
P.E.
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,PE.
"Subudded under NOA#06-0817.07"
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS
202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 05-1445,dated 03/18/2005,signed and sealed by Rafael E.
Droz-Seda,P.E.
4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors", prepared by
Hurricane Engineering&Testing,Inc.,Report No.BETI 05-1446,dated 05/11/2005,signed
and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
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.
C. CALCULATIONS
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#09-0128.06"
2. Anchor verification calculations prepared by Al Farooq Corporation,complying with F.B.0
2007,dated 11121/2008,signed and sealed by Humayoun Farooq;P.E.
Carlos M Utrera,P.E.
Product Control Examiner
NOA No.14-0814.03
Expiration Date:March 29,2017
Approval Date:February 5,2015
E-"l
DAB Door Comnanv.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. . Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their
Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their
Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring
on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast 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 02124/2016.
"Submitted wider NDA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material',prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by
Rafael E.Droz-Seda,P.E.
7. - Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material',prepared
by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated
11/29/2004 signed and sealed by I. Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories,
Report No.04-761-15019.0,dated 05/0612004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS
1. Statement letter of code conformance to the 5'h 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.E.
Product Control Examiner
NOA No.14-0814.03
Expiration Date:March 29,2027
Approval Date:February 5,2015
E-2
7-1/2"X 2-1/4"X 18 GILTOP FIXTURE 5-1/2"X 2-3/4"X 0.1" U y
CALK STEEL CENTER HINGE PUSH NUT STEEL PLATE WITH ONE 5 16-18 MS W/NUT OPTIONAL DOOR VIEWER
W/(4) IJ14 X 5/8'SMS ��°^ _ 1, FASTENED TO END S71LE WITH TO DE INSTALLED AT
° WITHOUT DELRON SLEEVE(STD,) i t (6)914 X 3/4'SELF DRILLING SCREWS ANY CENTER STILE 4Y TN
° 7-1/2"X 3"X .071"CAW.STEEL 00 1 CENTER STILES Z .>�I
END ROLLER HINGE I I (,
SEE SCH. 'A' A F
W/(6)g14 X 5/8"SMS 0 0
WITHOUT DELRON SLEEVE(STO. i q
0
O WITH DELRON SLEEVE(OPTIONAL
7-1/2"X 2-1/4"X.071" I Q[V
GALV.STEEL CENTER HINGEEll
° W/(4) 014 X 5/8"SMS 2/DOOR
NAL) I a a C
° WITH DELRON SLEEVE(OPTIO _--_'-
CENTER HINGE i 1
I "W X.15 THK.LATCH
1 I`
STANDARD
to
SUDE BOLT(BOTH SIDES)
AD LOCK
B
B 0 6 0
FASTENED W/(4)#14 X 1/2"S.M.S. \
MIN.LOCK ENGAGEMENTo o o
CONFORMS TO SECTION 1008 REGARDING GARAGE D00 00 0 o
.158 DIA. GALV.AIRCRAFT TYPE
CABLE SI NICO-PRESS SLEEVE
W/MIN.5 TO 1 SAFETY FACTOR - 00
6'X 3"X 0.1" I
STEEL PLATE Ll
WITH(6) (Jlb X 5/8'slfs
BRACKET BRACKET N C3
STD. LIFT DOOR LOW HEADROOM / - -- I Z z e
DOOR OPTION t — _ -00 Wo
DOOR U'TtD15 1t� OPTIONAL VENT R'rn m
HEIGHT CONSISTS OF EACH poOR 7-7 8"X 3-1/8"X.010" - OPTIONAI FLUSH FACE O O uvI
9'-8' 2 SECTIONS 18'2 6f:T:RONS 21' STEEL (3�5"WIDE AT 7"O.C.MAX. COLONIAL DESIGN W000 GRAW DESIGN
WITH 4IATE OPENING AREA NOT TO EXCEED L A O Z
6'-8' 1 SECTION 18' 3 SECTIONS 21' S () #14 X 3/4"SDS 120 SO. IN. MAX.DOOR WIDTH � o-
7' 4 SECTIONS 21'- '� I8'-2'
7'-9' 5 SECTIONS 18'- 0
7'-9' 4 SECTIONS 18'1 SECTION 21' CENTER STILE INSIDE ELEVATION HurrDAD DOORS INC,
8' 3 SECTIONS 18'2 SECTIONS 21' Hui
Max. Size
M8'-2* Modal 0"High 1
W-3112 SECTIONS 18'3 SECTIONS 21' 6 OUTSIDE RAISED PANEL EMBOSSED DOOR With Size w Lite X 16'-0" High o
8'-8' I SECTION 18" 4 SECTIONS 21' HANDLE END STILE With Window Lite Option
8'-9' 6 SECTIONS 21'- J14 X 3/4"SELF DRILLING SCREWS MAY BE USED
9' 6 SECTIONS 18"- IN LIEU OF#14 X 5/8"SMS
0'-]• 5 SECTIONS 18"1 SECTION 21' LOCK BAR GUIDES DESIGN PRESSURE RATING = + 40.0 PSF
9'-9 4 sEcnONs 18.2 sEcnONs zl' " INSTALLED ON ENO STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 44.0 PSF
GENERAL NOTES
9-9' 3 SECTIONS IB"3 SECTIONS 21' 7, WITH (4)#14 X 5/8"SMS
IO' 2 SECTIONS 18'4 SECTIONS 21' " 4 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 8 1411
IO'-3' 1 SECTION 18' 5 SECTIONS 21' 18i X.6W LOCK Bok REQUIREMENTS OF TILE FLORIDA BUILDING CODE(FOC)FIFTH EDITION(2014)
ENGAGES IN TRACK INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ 619
ri
10'-6'0 SECTIONS 21'- ( )•
ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A' $W $
a SECTIONS 18'I SECTION 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11' 5 SECTIONS IS'2 SECTIONS 21' _OUTSIDE KEYED LOCK CENTER STILES CONNGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
4 SECTIONS 18'3 SECTIONS 21' roll 1101
DOOR WIDTHS /OF CENTER STILES DRESSING OR STUCCO.
8'3 SECTIONS 18'4 SECTIONS 2I' B .4EIIQ,dAL 8'-0'm 0'-10" 2 3, ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL,
11'-9' 2 SECTIONS IB"5 SECTIONS 21' LOCK BAR LOCKING SHOWN I0'-0 TO I1'-t0' 2 m n d
4. ANCHOR NG OR LOADING CONORIONS OTHER THAN THOSE SHOWN IN o o M
12' 1 SECTIONS 18"6 SECTIONS 21' ALTERNATE TO 12'-0'TO t3-f0' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL.
12'-]'7 sEC110Ns 2t'- SPRING LOADED SLIDE BOLT %OD-TO O'-10" 14'-0'TO IS'-10' 4 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY. i o„u W,�
12'-6'6 SECTIONS 18'2 SECTIONS 21' LOCKS SHOWN ABOVE I� DOOR WIDTHS 16'-11'TO IB'-Z' 5 c
12'-9'S SECTIONS 18'3 SECTIOHS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
13' 4 SECTIONS 18'4 SECTIONS 21' BUILDING CODE,TAS-202•TAS-201 ft TAS-203 FOR HVHZ AND
3 SECTIONS 18'5 SECTIONS 21' D ® ® ®1�1 III ® III I'I ® ®� ASTM EIBBB-Engr�A01N9OAAD 9 3 4 g
13'-6'2 SECTIONS T5'6 SECTIONS 2I'
1 SECTION 18' 7 SECTIONS 21' CIVIL
I FIA PE+70592 PRODUCEREVISM Jo'
14' 9 SECTIONS 21 - 10'-0"TO 11'-10' I 14'-0"TO 15-10' CAN.a878 YrwLplyhp wltAUmFlaidA y�
14-3'6 SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS F•�-- DOOR WIDTHS gg
8 SECTIONS 18'4 SECTIONS 2P BORdISp m
14'-9'4 SECTIONS 18'5 SECTIONS 21' g 1�{w y40 G -
16' 3 SECTIONS 18'0 SECTIONS 21' 10R
� R5'-3'2 SECTIONS 18'7 SECTIONS 21' Fr FI�-T{ „IT 14 By
16 1 SECTION I8' D SECTIONS 2f' NDr. Acunvd 05-03
16'-9'8 SECTIONS 21'- I 12'-0"TO 13'-10" I 15'-11"TO I8'-2"
16' 6 SECTIONS 18'14 SECTIONS 21' 11 "- DOOR WIDTHS DOOR WIDTHS sheet Tot 5
24 GA.STEEL PANEL
I
1/2"X 1-3/4"X 16 GA O yc
FORMED NC ®TOP
OF EACH PANED ®. FLAPS BEM OVER PANEL ,
o
o
16 CA X 2-1//4'X 3/4"X 2-
CALM.STEEL URAR REINFORCING TRUSS fff a
TRUSS FASIENEO TO VERTICAL INTERMEDIATE STILES
W/TWO Q 14 X 5/8'S.M.S.AND TO END STILE I/2'PUNCHED HOLES,1� O
VI/FOUR 14 X 3/4'SELF DRILLING SCR. 0 4'O.C. }�,1
a
icg
3/16°POP RIVETS 1 Q 3
16 CA X 2-1/4'X 3/4"X 2" 18 CA X 2-1/4'X 3/4'X 2' AT 4"O.C. I LL Z
CALV.STEEL U.BAR REINFORCING TRUSS __h_._ GALV.STEEL U.DAR REINFORCING TRUSS (6)FOR 21'STILES I T
0 BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL IMEAMEONTE STR.ES (5)FOR 18'STILES ',Z
VERTICAL INTERMEONTE STILES W/TWO W/TWO 14 X 5/8'S.M.S.AND TO END STILE Q IRS,0
_ #14 X 5/8'S.M.S.AND TO END STILE W/FOUR/J 14 X 3/4'SELF DRILLING SCR.
LY/FOUR®14 X 3/4'SELF DRILLING S, - 16 GA.%2-1/4'X 3/4"X 2"
DALY.STEEL BAR REINFORCING TRUSS
1/2'% 1-J 4'X IB CA. _ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
OPEN TUBE 0 BOTTOM W/TWO� 14 X 5/8'S.M.S.AND TO END STILE
OF EACH PANEL W/FOUR# 14 X 3/4'SELF DRILLING SCR.
® I, O
" 0 tO7
(D La
BOTTOM SEAL L7 Q Ci
058 ALUM PLATE x
WITH
1/8°X 1'S.M.S.0 27.O.C. END STILE z rai N
AND RUBBER WEATHERSTRIPPING —co z e
- .024"STL.PANEL to rn O I
IST SECTION ( OB JEW INTERMEDIATE SECTIONS TOP SECTION OUTSIDE of DOOR O 3
REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS E O z
TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL w O in
OPTIONAL STOP MOULDING mmm
rn
BY DOOR INSTA #14 X 5/8'SMS - C3 Ny
STEEL TRACK BRACKET FASTENED 6 PER HINGE
TO WOOD JAMB WITH 3/4"X 2'X 2-1/2'X.049'STEEL O
5/18"X 1-5/8'LAG SCREW 1/2'% 1-3/4'X.058'FORMED STEEL END STILE,CONNECT TO PANELS WITH
(FULLY THREA9E0) GLUED TO PANEL AND SECURED TO (4 3/16• DETAIL
DET IL(a7�16'ALUM RIVETS
HEX WASHER HEAD TYPE A END STILE WITH 3/16"POP RIVETS 0 12'D.C. 0 RIVETS AB SOLID BRASS DOOR VIEWER
AND PUNCHED FLAPS
SOUTHERN PINE J 4'x t-7�B'X 2-1 2"%.oas" BY 'SCHLAGE SECURITY HARDWARE' Gi
0,65 S.C. _ y S L CENTER STILE, / EDGE --dd INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
n` FOR QUANTITIES SEE SHEET t DISTANCE I POSITIONED AT EYE LEVEL `oil P 1WR
" 'T GLUED AND RIVETED TO PANEL ,\ , I a
1 MM. p 14 X 5/8'S.M.S. (2 J/18'
4/HINCE POP RIVETS '•+.'��••. .:.. Q a
M
3/8'POWER-BOLT BY'POWERS' Tn
2'MIN.EMBED INTO CONC.
K ET
o
2"MIN.EDGE DIST. •t3 _S
1.9"X 2.19"X 3.3'X.090' ONE PER BR FOR } o u o m
JI
STEEL TRACK BRACKETS I I I SEE SHEET 3 FOR BRACKET SPACING
SEE SHEET 3 FOR SPACING
(2)3/18RIVETS Eng,:JAVAD AHM AD 9
TOP do BOTTOM CML
I I � FAOL1WfMVISfD 33
SCAN US 92 swooybswitbdw FImi&t
1/4-20 SS BOLT ad�Co3e L_
„,iii sT
STEEL TRACK 7-1/1”X 3"X.071" 7-1/1"%3"X.071" &QNM AOIx u*w Nn •x/81 03 `I
14 GA X 2-1/6'X 1'(STANOAAD) CALV.STEEL CENTER TND ROLLER HINGE 7 8
12 CA.X 3-5/18'X I-1/1'(OPTIONAL) 7/18"PUSHNIIT HINCE 1.82"DVL X.50"STEEL ROLLERS(STD,) pp 8 drawi�
FASTENED TO TPACK PLATES INSTALLED ON ROLLER SHAFT 1.62"DN.X.50"NYLON ROLLERS(OPTIONAL) 2O�Y M11rd Coam
W/ 1/4-20 NMS(6'TRUSS H0. IMERIOR SIDE 2.7s'o1A x.so°STEEL ROLLERS oPDONAL) 05-03
SLOITFA .8,
LOCK NUT
' SECTION EI-B 2.75'DN. %.60"NYLON ROLLERS(OPTIONAL)
WITH 5"STEM sheet Qof�
POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE f
5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT. SPOT YIELDED TO HDR¢.TRACK \/
2' 2-3/4"X 5-1/2"X 3"X.104" 5/16"SLEEVE AN CENTER SUPPORT RE00.ON DOORS WITH TWO WELDS AT I-1 2 APART {�
OP ROLLER BRACKET ON EACH SIDE WITH 1-1/4"EMBED INTO MASONRY EXPEEOING 8 Fr.IN HEIGHT FIRST T•3"O.Q •r
FASTENED Y!/(6)0 14 X 5/8"S.M.S. _ _ 3 PER BRACKET A+, REST AT 9'O.C. o
CONNECTED TO FLAG BRACKET ANGLE O l
W/3/8-16 X 3/4'BOLT&NUT a44ti
090 THK.CAW.STEEL ADJUSTABLE 2-1/2°X 4-1/4"X 13 GA.STEEL PLATES AND TO SPRING BXT GUIDE WITH
Fz.
SLIDE FASTENED TO BRACKET - WELDED TO 1-1/2"X 1-1/2"X 14 CA.ANGLE -- A J (2) 1/4-20 X 5/8'BOLT&NUT F W
7
W/5/16-18 X 3/4'HEX HEAD FASTENED TO TRACK - -- y
M.SCREWS&NIRS. WITH(4) 1/4-20 58.BOLT&NUTS - --A�HOIUZ. CK LENGTH -OPENING HEIGHT PLUS 12" 0
TOP BRACKET
(STANDARD) TOP BRACKET ' p I
(OPTIONAL) VERTICAL.TRACK Q� n
LOW HEADROOM DOOR _ -1 14 GA.CALV.STEEL TRACK 2-1/8"X 1"X.080" vv p L
SECTION A-A po bf
HORIZONTAL REINFORCEMENT Q a Q
1/2'X 1-3/4'X.058'FORMED STEEL 1.
C LIED TO PANEL AND FASTENED TO 2'X 5-1/2"%.104' C cT W
VERTICAL STILES WITH yy GALV.STEEL 1,F
(2)3/16'POP RIVETS FASTENED WT0�4)JLLE4R BRACKEF'S.M.S. T
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q g
1/2"X 1-3/4"X.058"FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 81 02 83 B4 65 86 87 88
CUED TO PANEL AND FASTENED TO I �---�
VERTICAL STILES WITH 6'-0' 18' 18" 18"18"N/A I"TO 2"11-3/4" 23'_ 34" 45" 56" 67' -
(2)3/18'POP RIVETS ('-6' 21°10 10 21 N/A 1"TO 2'11-3/4" 23" 34" 45" 56" 67" -
5/I6-MEETING RIB 7'-0" 21 21° 21°21 N/A 1'TO 2"11-3/4" 23 34" 45" 56" 67'
1"TO 2"11-3/4" 23" 34" 45" 58" 67" 78-1 4"
1.82"DIA. % .50"ROLLERS IF 8'-0" 21"18" 18"18"21"1"TO 2"11-3/4" 23" 34" 45" 56" B7" 78-1/4" tY
®' W/.44 DIA.X 4-1/4"STEM =a "-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM p M
OPTIONAL INSUlAM.N5: c�= FOR DOORS MORE THAN 8 Fr. HIGH.USE ADDITIONAL TRACK BRACKETS AT 10`O.C.
BY'IIVPLAST PROOULRS LI.C' z W
EPS-EXPANDEO POLYSTYRENE ATT LD Q
DENSITY- 1.05 PCF o 1.9'X 2.19'X 3.Y X.090' Q U 7C a
N.O.A.511-0926.07 STEEL TRACK BRACKETS Z �o
OR n 2-3/16'HIGH JQ a0 n "
ISO-25 POLY-ISOCYANUf1ATE m CONNECTED TO TRACK WITH Z cn O I
DENSITY- 2.0 PCF ) 1/4'BOLTS&NUTS. / Z m
_ NO.ROA.i11-0926.06 O O 3 '.�
m / O z
lJY_�ELLOFOAM NORTN A4ERIC�'
w ❑N
_ DENSITY- 1.03 PCF m C) LI
N.O.A.#10-1129.04
OR
BY'INSULFOAM LLC'
DENSITY-0.92 PCF m / O
ITT
N.OA.J14-0311.08 /
O 14 GA.GALV.STEEL ---')
ROLLER HINGES FASTENED
YI/(6)A14 X 5/8'SMS V'm
MIN. 024'ROLL FORMED STEEL PANEL o
DRAWING QUALITY G-40
MIN.YIELD STRENGTH o 34 KSI
%%FH PRIMER AND BAKED-ON H
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL R
a V—
N PoH'�
0
v o s g F
VERTICAL LIFT HIGH LIFT STANDARD LIFT .LOW HEADROOM >
12 GA.CALV.STEEL
DOUBLE TRACK
BOTTOM 8RACKEr FASTENED AVAILABLE TRACK OPTIONS
W/(4)01,4X 5/8'SMS
Engr:JACM AHMAD e
BOTTOM SEAL FW PEE 70592 A
O058 ALUM PLATE CA.N.J538 CeWhll tlrAfTclldC b
WITH 1/8'% 1'S.M.S.O 48'O.C. AAcaptenm IVO 4 3 a d
AND RUBBER WEATHERSTRIPPING , 6 a ,8
By
SECTION A-A �¢ hoam(bnaM Browing no.
SEE SHEET 2 FOR LOCATION 05-03
OF RENFORCING TRUSSES
shoot 3 of 5
034"FAIN. O/
1 DCE
0 �4ft
1ST.
' 1-1/2"MIN.
I DOE DIST. t m O g
o,7
F frAgk
a1/4'DIA,LAG SCREWS 1/4'DIA.LAG SCREWS
1'1000 BU I �-AT 6"FROM ENDS WOOD BU K 1 AT 6"FROM ENDS C G a
ANO 12'O.C.MAX, AND 12"O.C.MM. n
L—
OPTION 'A' OPTION 'BWOOD '
� O
CK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0,55 MIN.) O C3o
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT O M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/OESION
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BEd
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. —•- tri +
ANCHOR SPACING Ca w 1e
m
ANCHORS STRUCTURE EMBED SPACING EDOE DIST. N 03 O 1
3/8"HLC SLEEVE BYHILTI CONC. 1-1 4 B" 2'
3 8'CONFLEX BY'ELCO FlLIED BLOCK 3-3 4" O O 3
5/1fi"X 1-5 8' J B DYNABOLT BY IN CONC. I-1 2 8" 2-3 4 O Z
LAC SCREWS STEEL STRUCTURE BY OTHERS 3 8 POWER-BOLT BY POWERS CONC. 2' e' 2" w O "SL
AT 12'O.C. IBYSDOORPSYSTELPORT IHE LOADS IMPOSED J 6 SLEEVE- BY SIMPSONS CONC. 1-1/7- B" 3" In Or
N _
CONCRETE 1'c-3000 PSI MIN.
b/18"DIA.BOLTS C-90 GROUT FILLED BLOCK I'm-2000 PSI MIN. F
WOOD BUCK CONNECTION TO MASONRY "� � ' WITH WASHER&NUT
L;• . • AT 12'O.C.MAX. EDGE GIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I •
GROUTED REINFORCED MASONRY BLOCK WALL OR CCNC.COLUMN WITH
1/4"ULTRACON BY'ELCO'WITH SPACING OF '
10'O.C.INTO GROUT FILLED BLOCK WALL,V1IITT55{{2-1//4'MIN,EMBED �• $
10'O.C.INTO J0DO PSI CONCRETE,WITH 1-3/4'MIN. EMBED O
3°MIN.EDGE DISTANCE 1-1 4'X 2-1 X 14 GA a
1-f/Z' 1-1/2' CONT.STEEL�LE i-1/2°
1 4'TAPPER BY'POWERS'WITH SPACING OF C
(! 12 CA.CALV.STEEL u
B D.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED FLAT!BRACKETS tJ'LON6 u g
10'O.C.INTO 3000 PSI CONCRETE,WITH 1-J/4'IAM.EMBED 1/16'X 2-1/2 2-1/B'X 1'X 14 GA. g
3'MIN.EDGE DISTANCE FILLET WELDS AT 12'O.C.IN DOOR OPNC. CAL.STEEL TRACK
AT IB"O.C.ABOVE DOOR OPNG.
AT 12"O.C.MAX. FASTENED TO TRACK PLATES
J/8'CANFLEX BY'ELCO'OR CONNECTED TO CONE.ANGLE W 2 1 4-20X5/0"TRUSS HD.
3/8'LOT BY TTW'WITH SPACING OF W J SPOT WELDS AT EACH SIDE Li ^+
22"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED /() S 0 0 S,k LOCK NUT c
3'MIN.EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK
_�$ CONTINUOUS ANGLE TRACK
i0 W000 1-m TO SEE EI. TO CONCRETE AND rum BLOCK
3/8'HLC SLEEVE BY'HILTI'1YITki SPACING OFL o
B'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN.EMBED.4'MIN.EDGE DIST.
12"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'IAIN.EMBED AND •---
2-1/2'MIN.EDGE DISTANCE A T RNATE TRACK INSTALLATION
PREPARATION OF JAMBS BY OTHERS Nr:JAYAD AHUAD
CNP. PAODUCEA6VISED
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE 150502 tlaaplrLetywim UrFbride """���
ADEQUACY OF
SYSTEM.
STRUCTURE TO SUPPORT LOADS IMPOSED Acaptancq)a W 3 h �
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF �, 47 gb
RECORD,DOOR INSTALLATION MAY BE RENEWED AND APPROVED BY .
QM- .
BUILDING OFFICIAL UPON INSPECTION, drawing no.
l7 A
MAXIMUM EXTERIOR(+)LOAD PER JAMB a(10,16'X 40 PSF)/2=363.2 Lbs per Ft tl 014 05-03
MAXIMUM INTERIOR(-)LOAD PER JAMB=(18.16'X 44 PSF)/2=399.5 Lbs per Fl.
sheet 4 oT 5
PLASTIC COMPLIES WITH 4ftu a�
DOOR PANEL — CHAPTER 26 OF FBC (Q oI
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE In
Z �
1.765 1.725 W
7/16'DN.WASHER
1.144
I
SB X 3/4"SMS 21 3/4' I o ti
ti
O1 ®J/8'FROM ENDS MAX. Fe- 4«—
AAND 7"O.C.MAX. .176 .Boo ()z�
)�,
YIDYL.WIDTH Q 6 Q
1 1- *EkTER10R FRAME * INTERIOR FRAME Q ca t 8
1 1 11 0 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 3
1 1 I (4)18%3/4'SMS x o G
11111 ,` ® 1-3/6"FROM ENDS \a m J 1{
1111 I AND 6-1/2'O.C.MAX. Q o D.L.O.
1 1111 1 i O tF�4
a�
II �
1111 175 X.062 DEEP
illl GROOVE £ f
II
1111 I t
1111rTV V 1 00
1111 1/4"POLYCARBONATE LEXAN " :i '' �• �• 0 O
11 I1 -DY'SASIC INNOVATIVE PLASTICS' i' 'i' i• :�. :�. M
1111 BOA{113-0717.01 ' tr,
1
x O .moi ti' S Z I ED co W b
C935 1
O OZ�7 uR
ED1
1
lol
1111 I O _
11 A
1111 I-
1111
1111
1 I is
1111 .175 X GROOVE•062 DEEP
1111
T
1 11j _�
111 1 `I
1 111 f (a)#s x 3/4'SMS INSIDE ELEVATION
9 1-J/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
1 AND 6-1/2'O.C.MAX. SMS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 0 2
B 1 111 ®J%S X O•
6'FRMENDS O 175 X.062 DEEP
O 1 ,
AND 4-1/2'O.C.MAX. GROOVE c�'
1 10%J/4"SUS
J
A 3/B'FROM ENDS _---� -_
AND 7'O.C.MAX. __ - -
Engr:JA
7/16'DU.WASHER _ �AHNAD
Ll'ftOWCf ABVTSED yc
- __ �� FLA.PE 170592
� 7�.wdtlltCMFbtiO� g y
� .. CAN.J 38 A�L'a'Pt��00tNo
DOOR PANEL EXTERIOR a 5
DOOR PANEL 24 OA.(.024)STEEL
MIN.- 15/16"MIN.
O
,r--_
24 GA(.024)STEEL MW. D.L.OPG. Ml F1.,_ drawing rw.
GLAZING SITE
WINDOW WIDTH 05-03
Sno�l 5 or s