HomeMy WebLinkAboutProduct Approval MIAMI-MMD " v' 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.miamidade.eov/economy
DAB Door Company,Inc.
12195 In 98"Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This N A 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
materh 1 tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the
manuf,cturer 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 16'-2"Wide with
WindI�ow Lite Option(DP+36.0,-44.0 PSF)
APPROVAL DOCUMENT:Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage
Door',dated 09/10/2002,with last revision K dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al-
Farogq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Prodipct Control Section.
MISILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series.
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 thel applicable building code negatively affecting the performance of this product.
TEIIj MINATION of this NOA will occur after the expiration-date or if there has been a revision or change in the
mate�ials,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 I�OA shall because for termination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the
i tion ndate may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
ts7entirety.
INS ECTION: 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.
Thi NOA renews NOA#14-0814.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as
app oval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E. .
NOA No.15-0304.01
MIAMMADECOUMTY Expiration Date:July 21,2020
Approval Date:April 23,2015
G4'lf%�ZO Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-21,titled"24 CA.Roll Farmed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets I through 5 of 5,prepared by At-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#11-0414.12"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.HETI-07-4200,dated 05/02/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011,signed
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated
01/21/2011,signed and sealed by Candido F.Font,P.E.
"Submitted tinder NOA#OS-0228.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report
No.HETI 034328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.B.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,signed
and sealed by Rafael E.Droz-Seda,P.E.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",prepared
by Hurricane Engineering&Testing Inc,Report No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Sa'It Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report N9.258592,dated 08/17/1998, signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.10"
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.
6
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date: April 23,2015
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitter!under NOA#11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E.
3. 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.
"Submitted under NOA#09-0128.02"
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-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04,issued to CeIlofoam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NDA#OS-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 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted under NOA#14-0814.10"
1. Statement letter of code conformance to the 5"edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
X14
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
7-1/2'X 2-}/4•x la G0. ---' PUSH NUT TOP FIXTURE 5-1/2"X 2-3j4•X 0.1' �U
GALV.STEEL NTFR GE ' O STEEL PLATE MTN ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER
O W/(4)®I4%5/8" S `,� ^FASTENED TO END STILE WITH TO BE INSTALLED AT
WITHOUT DELRON (STD.) (6)/14 X 3/4'SELF DRILLING SCREWS
ANY
CINIER SiiLE N
p 7-1/2'X 3"X.071•GALV.STEEL I ODi SEE SHEET S FOR TOP BRACKET OPTIONS
END ROLLER HWCE 1 1 `T Z
Wj{5}dt4 X Sja"SMS 00 CSENTER EE HILEAS r A 4
WITHOUT DELRON SLEEVE(STD.) ' r b
a WITH DELRON SLEEVE(OPTIONAL) O a tT
7-i/2'X 2-i j4"X 077' LOCK -' ( IIIQGGG O
6 GALV.STEEL CENTER
HINGE
f--'-^ _2 DOOR- — I
W/(4)#14 X 5/8'SMS _/
WITH DELRON SLEEVE OPT NAL �0
--
o "t I'W X.15 THK.
1
" LAT"CH.`
CENTER N1NGSTAN� � p CGd-aa
SPRING LOADED SLIDE BOLT(BOTH SID&)
S.M.S.E /()/14%1/21+7C.LP.
$
Sje MGN.LOC%ENGA0F74EN1 ," ._-_.--.__ ' ..—._•.---- _ f- _
CONFORMS TO SECTION'1008 REGARDING tt ..•..- -.-•. "- ...-.. t' -- ...w g 8 Y a
GARAGE DOORS , --... '¢ Q I E
'i. Qa
.158 ON.GALV.AIRCRAFT TYPE m ZS m
CABLE 6:NICO-PRESS SLEEVE
W/MIM.5 TO 1 SAFETY FOR/ - - - = _— - —
ti _
2-3j4'W X S-5/8'N X.096 THx ,
STEEL PLATE,1-3/B'�DEEP.1�f!. /t _ --A;
-
WRH(3)114 X 3/4 t) O O 1 " -- J r ---`-- I
SELF DRILLING SCREWS 2 n
( <L
~BRACKET r ,DRACKE7----� I
STD.LIFT DOOR 'LOW HEADROOM
D]DA
TOTAL R�, DOOR OPTION
v ms AT
10CHT CONSISTS Of --EACH EACH DOOR 7-7/8*X J-1/8"X.010 OPTIONAL VENTS ( ` m¢
e'-b 2 SEGIIONS 16'1 SECTIONS 2!' SlE PLATE ��~, (3)S'WIDE AT 7'O.C.MAX OPTIONALFLUSH FACE +W O
8'-9" I SECTION ta� SECTIONS 27• WITH(4)�14 X 3/4'SOS IF--- ppNG,AREA NOT TO EXCEED 120 SO.IN. WOOD GRAIN DESIGN L.-A „g
MAX.DOOR MOTH
]' a SECTIONS 21'- -•------ O>n
7r_Ir-3 CENTER STnE DAD DOORS INC. O,
74* 5 SECTIONS 78'- i INSIDE ELEVATION a N
7.6' 4 Se¢noxs ta•I SECTIOB xr M.7Snfi 16'-2®Modal Cr824/81
Hight v O x
a' 3 SECTIONS ia'2 SOCITOWS 21' OUTSIDEE RAISED PANEL EMBOSSED DOOR Max.Sim 16'-2"x i.n High
8'-]• 1 SECTIONS 78']SECTIONS 21 END STILE Wi1H Window Li(0 OpllOn O
W-8• t SECTION IB' 4 ONS 21'
W-91 ]BECiMtiS 2t'- ))74 X 3j4'SELF ORRL0IG SCRENS MAY 8E USED
Ir a SECTIONS 18'- 4 IN ufu DP p1a x s/a"sits DESIGN PRESSURE RATING= + 36.0 PSP
W-31 6 SECTIONS IB'I SECTION 11' rN.
GLIDES `--r-6" 4 SECTIONS t9'2 SECnm 2f 0 ON END STILE - 44.D PSP C k
S'-9' 3 SECTIONS IS'3 SECm1vS 21' WITH(4)it X 6/B'SMS iH15 PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES
" p Z
10' 1 SECTIDNS 18'4 SELTNINS 21" u 18T X.OW LOCK BAR L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
Ir-I't SECTIO:IV 8 SECTIONS 21 ENGAGES IN TRACK REOUIREMENTS OF THE FLORIDA BUILDING CODE(FBG)FIFTH EDITION(2014)
l0'-a 6 SECTIONS 21'- 22TSSS ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURPoGNE ZONE(MVHZ). u
10'-9•a SECTIONS 18'1 SECTION 21• -t CENTER STILES SCHEDULE
Z OS7TSI()E KEYED LDGK E. ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON OEiMLS. 4z g
tt S SECOONS t8"2 SECTIONS 27 CENTER SOLES COlD1GI1MTTON ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11•-3'4 SECTIONS 16'3 SECTIONS 21' OPTIO AL DOOR WIDTHS Z OF CENTER STILES DRESSING OR STUCCO,
11'-a 3 SECTIONS 18 4 SECTIONS 21' LOCK BAR LOGTONG SHOWN ® 8-0TO 9'-10' 2 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
ii'-8'2 SECTIONS fa'S SECTIONS 21ALTERNATE TO ID'-0'TO II'-1¢' 2 4. ANCHORING 017 LOAOUTG CONDITIONS TITHER THAN THOSE SHOWN IN
12' 1 SECTIONS 18'6 SECTIONS 21' SPRING LOADED SLIDE BOLT t2'-9 TO 13'-10' 3 MESE RINGS ARE NOT PART#THIS APPROVAL. 4 0?K ?a
1r-3'T SECTIONS 18'- I LOCHS SHOWN ABOVE ' x B S D
t1'-8"6 SECTIONS IW 2 SECTiOKS 21 8'-O"TO 9'^/0" 7a-¢•i¢i5'-70' _-i _,,,_ 5. A LOM DURATION INCREASE W USED IN DESIGN OF ANCHORS ORO WOW ONLY. m m
WOR WIDTHS IS'-11"t0 I6'-T S -
1IX ]SECTIONS 18'3 SECTIONS 214 OOON TESTED IN ACCORDANCE WITH THE TAS-203
OF ROPoM
IX 4 SECTIONS 118'e 4 8EC110N5 21' GSTM E1 COOS,TAS-20A TAS-201&LAS-2¢3 GOR HYN2 AND
1S-3.3 SECTIONS IS'5 SECTIONS 21' ®� ®If�'T�®(F'711® ASTM E1B06TM E199fi-W. q
1J'-6'2 SECTIONS IS'8 SECTIONS 21' �u x� I�1 E.W.Fngr:,4YM NIMAD a_
tY-9.1 SECTON 18' 7 SECRONS 21' CML P
14 a SECTIONS 21"- I I I M PE 70592 :� E
10'-0'TO 11'-10' 14'-0'10 15'-10" CAN. e
IN'
6 6ECIIONS ta']SECTIONS 2I' WOR WIGINS DOOR WIOD{5M°� a
a
14-b 5 SECRON3 i8"4$ECIlONB 21" ._ ..... A04p1�A1b1 r -6 a +t
14'-9'4 SECTONS 18'S SECTIONS 21' (^® ®� ®®� ®®� �4r�}[ tl fl .
15' ]SECTIONS 1a'8 SECTIONS 21' u�Lu�l 2015 EDiy'
15'-3.2 SECIP¢NS 18"Z SECTONS 2t' B7 g
I SECTION 18' a SECTIONS 21' _ cq"
0 SECTIONS 12'-0"TO/3'-7015'-77'TO IS 'T
t 6 SECTIONS id'a SECimNB 21• WOR MOTHS - DOOR WIDTHS 971eb1 ¢f $
24 GA.STEEL PANEL-
FLAPS BENT OVER PANEL o bi
O O
o ag cI,
1/2-PUNCHED HOLES)I 4
D 4•O.C. 1 0 b F
K� V� PSI
055'X 2-1/4' 3/4'X 2'
GALV.STEEL U.BAR RDNTDflCING TRUSS N - W
O BOTTOM OF P EL TRU55 FASTENED TO
VERTICAL INTERMAE(Q:WTE STILES W/TWO
014 X 5/8'SAI$.AN0 TO END STILE
y� W/FOUR 114 X'/4'SELF ORIWNG S. Q b
l
u - O � o
-
Ap
3/16'POP'D.C.
TEND
aT4•D.c.(5)FOR 21'STILES(5)FOO 18"mLES .024"STL.PANEL Yjn
mE $J
OUTSIDE OF D00 J LL
GL" ZF-I^A
8z m
_ Nmge
IST SECTION (OgOC
TTOMI IN RM DIAT a TION 70P SECTION - O 3
OQ z
m
OPTIONAL SLOP MDIllOW6 SOLID BRASS DOOR VIEWER O r=
mm m
0Y DOOR INSTALLER � Q
STEEL TRACK BRACKET FASTENED BY'SCHIAGE SECURITY HARDWARE' "'
TO WOOD JAYS NOx g 14 X 5/6'Sus J/4'x 2'%2-1/2'x.049'STEEL INSTALLED IN 9/16"DIA HOLES IN CENTER STILE
5/16°X 1-5/B'LAG SCREW 6 PER HINGE ENO STILE.CONNECT TO PANELS WITH
(FULLY THREADED) FLAPS AND(5)OR(6)3/16'ALUM?NETS POSITIONED AT EYE LEVEL
HEX;,,IIE'
HEAD TYPE A 1/2'X 1-3/4"X.058'FORMED STEEL SEE DETNL ABOVE
NE PER BRACKET GWEO TO PANEL AND SECURED TO C
ANCHORS AT TRACK BRACKET: E
END STILE WITH(4)3/1 6-POP RIVETS OW POWER-BOLT BY'POWERS' y ' g�A
SOUTHERN •' 1-7/8'X 2-5/8'%.049'STEEL jDST_C'j
I )�• ( ) o P €
0.55 •A.J FOR mlE,CWED AND RIVETED A 2°NM.EDGE DISTANCE CONCRETE 3000 PSI YW. WW EE
ANEL W/(4)3/16'RIVETS J/16' x j
1 N./ j I4%5/8'S.M.S. POP RIVEfS r.jl-J/1fi �/B'Ott HLC SLEEVE BY'HILT? u 6
1 DIST. 4/HINGE '• � I; B)1-1/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK Q g
1i n, 2-1/4"MIN.EDGE DISTANCE INTO CONCRETE
4'MIN.EDGE DISTANCE INTO FILLED BLOCK
I-3/16' I I 1 CONCRETE 1'c-1000 PSI MIN. - n
C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN m
"soda
1.9"X 2.19'X 3.3"X.090 ANCHOR TYPE A OR B c
STEEL TRACK BRACKETS (1)EE PER BRACKET 0
SEE SHEET 3 FOR SPACING $SSHEET J FOR BRACKET SPACING
I I En9r.JAVAD ANYAD P�DDI9CTRE n
FIA PE 70592 MIyD{TiIQI $
I CAN. ]B
1/4-20 SS BOLT
7-1/2'x.aso' INTERIOR SIDE 7-1/2'x.071• NLTr Asps no/S°d�04.a
CALV.STEEL ENO ROLLER HINCE � �flfll7dzo o a
'��TRK CENTER NINGE
14 GA.X 2-1/e'%I'($�TfANOAt10) I.B2'ON.X.50'STEEL ROLLERS(STO.) drawing
12 CA X 3-5/16"X 1-1/2'I�PRONALj 0�5
FASTENED 10
UPS 7/8'PUSNNUT 1.82'DIA,%.50'NYIDN ROLLERS(OPTIONAL) .I
W/1/4-2D%5/8' U55 ND. INSTALLED ON ROLLER SHAFT 2.75'DIA X.50'STEEL ROLLERS(OPTIONAL) =2 1
LOT1E0 M.S.B CK NUT SECTION B-B 2.75'DIA X.50"NYLON ROLLERS(OPTIONAL)
WITH 5'STEM 6h--1 2DT 5
POP 5 1-1/2-FX 1/2'X EIGK S UPT ANGLE f\ y
flN(f 5/18'X I-5/8'IAC SCREWS INTO WOOD OR HORIZ.TRACK SUPP00.T. FOR 0008 HEIGHTS RIZ. BLE 3
- p-2 y RAJ/4•%5-1/2-X 3•X.104• 5/1B'SLEEVE ANCHORS CENTER SUPPORT REO'.ON DOORS WITHOUT INSULATION OR WINDOWS.
E�
GALV.STEEL WITH 1-1/4•EMBED INTO MASONRY EXFEEOING 8 FT.IN HEfGHT 2'x I'IX 1/8'HCRIZ.ANGLE iY I
OP ROLLER BRACKET ON EACH SIOE 3 PER BRACKET II A FOR
000R HOGHTS ABOVE
FASTENED W/(6)B 14 X 5/8'SM.S I I 1 DOORS WITH INSULATION OR WINDOWS zSPOT q? o
14 CA GLV.STEEL ADJUSTABLE WITH TWO WELDEDA 2 APARTTRACK FF
SUDE FASTENED TO BRACKET Z-I/2'%4-1/4'%13 GA STEEL PLATES 0Tj
W/5/IB-1B X J 4'HEX HEAD WELDED TO 1-1/2•x 1-I/2"X 14 GA ANGLE -- A FIRST AT J'O.C.,flE51 AT 9'O.C. n
/ CONNECTED TO FUG BRACKET ANCIF If
M.SCREWS k NUTS. FASTENED TO TRACH _ __ W/3/8-16 x J/4'RG
&NUf p F
WITH(4)1/4-20 SS.BOLT k NUTS -- HORR.TRACK LENGTH-OPENING HEIGHT PLUS 12° AND TO SPRING SK47 GUIDE WITH IL
TOP BRACKET - 6SI
(STANDARD) TOP BRACKET (2)I/4-20%5/B'BOLT h NUf y
O QQ
(OPDONAL)-
LOW HEADROOM DOOR
19 GA CALV.STEEL TRACK Op {0.1 0
HOPRIZONTAL REINFORCEMENT C C
ly2'%1-J/4'X.058'FORMED STEEL VERTICAL TRACKJF G 6 Q Q
GLUED TO PANEL AND FASTENED TO 2-1/8•x 1'x.080' Q 0 m
YfADCAL STILES WITH - SECTION A-A O
()]/I B'POP RIVETS 2-X 5-1/2'X.tat- �. n
CALV.STEEL a 3 N
FASTENED W/(9)/14 x 5/8'SM.S.
TO ROLLER BRACKET FOR !�
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR •SECTION HEIGHTS BRACKET PLACEMENTS a b1
1/2'%1-3/4'X.058'FORMED STEEL HEIGHT 1ST 2ND JRD 4TH 5TH 81 B2 BJ B4 I 85 B6 B7
GLUED TO PANEL AND FASTENED TO
6'-0' 18 18'18 I8° /A 1'TO 2"I1-J/4' 23' 34" 45' 56" 67' = Q
(2)J/IG5POPS�IrHl RIVETS 6'-6' 21'18'18'21•N/A 1'TO 2"11-J/4' 2S' J4' 45" 56' 67'_
5/16'MEETING RIB 7'-p° 21'21'21'21"N/A 1•TO 2'11-3/4' 23' 34' 45' 56' 67'
7'-6' IB°18 18'18'18'1"TO 2°I1-3/4' 2J' J4" 45' 56' 67° 70-1/4'
_ PL STIC/STEEL ROLLERS - m
-
.013
. 1.82'DIA X.50° _ 78°18'21"1'TO 2'11-3/4 2J" 34° 45" 56' 67"
® W/.44'IA.x 4-1/4•STEM _ '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM _ n
FOR DOORS MORE THAN 8 FT.HIGH,USE ADDITIONAL TRACK BRACKETS AT 10'O.C. n
OPTIONAL INSULATIONS: ¢J
BY'DYPLAST PRODUCTS LLC' o tl
EPS EXPANDED POLYSTYRENE
OENSTTY-1.05.PCF o a 1.9'%2.19'%J.]'%.090' Z
MCA 111-0926.07 STEA TRACH BRACKETS — w m
OR 2-J/16'KCN 8
ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH N ro
DENSITY.2.0 PCF )1/4'BOLTS @ NUTS. 0 0� m
N.OA 011-0926.06 _ OO z
OR
BY'ITY-IAM NORTH AMERICA' n
DENSITY=1.0J PCF
N.O.A.Vf0-1129.04
OR
I lIT HI-IM III'
O
'IN
®' Y=0.92 PCF
N.OA /.OA e14-03I1.08 / E
O 14 CA GALV STEEL r,z
ROLLER KNDES FASTENED uh7
WN. 024'ROLL FORMED STEEL PANEL M a
DRAWING OUALOY G-40
MIN.WELD STRENGTH 3
9 NSI
ER AND HAXED-ON
POU'STEERR PAINTED TOP COAT TRACK CONFlGURATION m g g
APPLIED TO BOTH SIDES OF STEEL
d
a
odoas
VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM u 0 0 z
12 ca CALM STEEL DOUBLE TRACK
BOTTOM BRACKET FASTENED AYAILEHLE TRACK OPTIONS
J W/(4)d 14 X 5/8•SMS o
Elye JA10 ANMAD
tlAl PRODUCfPEtJEWFD
M PE 70392 ��1 NAwo FlPriaA $ I
O BOTTOM SEAL OPTIONS C.AN. J9 ANO .0 O .OI
SEE SHEEP 5
R L9dtlL1�M1 ager q o
SECTION A—
SEE SHEET 2 FOR LOCATIp
OF REINFORCING TRUSSES sheet 301 5_
1 REINFORCEMENT
i/2'Y 1 TEFL %.056' r V a
FOPMED STEEL
�r ry
'MIN. i Y SELF DRILLING SCREWS 'L
E DIST. O
OR 2
]/16''RIVE%'STEEL RIVETS
$W I AT 48 WD.W/DOME HFAD F
AT f8'O.C. aqi o
4
2BY 1/4 DIA LAG SCR O
W000 BU I I\ I -AT fi FROM ENDS Q:
I SII AND 15'0.0.MAX.
� �H9
STTEESEIGP ADAPTER
C
C
RUBBER VSTWPPINC
040
�I
i 1.79U�-�1—r C
oPnaN 'a'
IECTION TO WOOD
THE INSTALLATIION MEIN DI SHOWN 0.60VE SHDl� h
TO WOOD STRSCRIRES.IF THESE NENODS ARE Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DO
F00.ODOR RE➢IACEMENT APPLICATIONS WITH F1
YERUlEO ANO PROVED BT THE BUILDING OFR ANCHOR SPACING FF m
WC—:
BED SPACING EDGE 01ST. 8 to O10 1
1 d W 2' 5 J-J 41.2 B' 2-1 2 2' _ B' 2' ❑1 2 „
(U`,'PSI MIN.
BLOCK1 m2000 PSI MIN.
WOOD BUCK CONNECTION TO MASONRY
L��--_ I DIST. = w J _
PRESSURE TREATED 2X6 SYP WOW JAMBS WHICH SHALL BE�"'ry���
GROUTED REINFORCED MASONRY BLOCK WALL OR GONG.COLUMD I k'
1/4'LILT
BY'ELCW WIN SPACING OF ¢'
IZ'D.C.INTO GROUT F01EO iBLOCK WALL,WRH 2-1/4'MIN. qq 6d
1J'O.C.INTO 30BID PSI CONCRETE,WITH 1-J/4'MIN.EMEED o p g J
2-1/2'MIN.EDGE DISTANCEI I
Ir TAPPER BY'POWERS'WN SPACING OF L_^ E o
11'O.C.INTO GROUT DLLED BLOCK WALL,VAN 1-1/2'Mw. 2-1 g'X I'Y 14 GA. jj..
1]'O.C.INTO 3000 PSI CONCRETE,WITH 1-J 4-MIN.EMBED 1
]'MIN.EDGE DISTANCE CAL.STEEL TRACK
FASTENED TO TNACK PLATES
CONFlE1t BY'ERGO'OR W/(2)1/1-20%5/6'TRU55 HD.
J/B'LOT BY'ITV WITH SPACING OF SLOTTED IIAA S.k LOCK NUT
2]'O.C.INTO]000 P' CONCRETE,WITH 2-I/2'Mw.EMBED
T MIN.EDGE DISTANCE I - _
]/B'HLC SLEEVE BY'MILD', IN SPACING
.2
OF
10'O.C.INTO GROUT FRLEOIIBLOCK WALL,WRH 1-1 P MIN.
15'O.C.INTO]000 PSI CONCRETE.WITH 1-1/4'MIN.EMBED
2-1/2' INTO EDGE OISTANC99 LL
PREPARATION OF JAN,OF JAN,S BY OTHFR�BY OTHFR, M/Lmm PROW1CTRENEWCo
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT}5]BS9 !STYLAR NNIhLRMW d ( I
A .11
DEQUACY OF SUPPORTOIG STRUCTURE TO SUPPORT LOADS IMF E
BY DOOR SYSTEM. H lAL7lsJ2..� i
FOR DOOR REPLACEYEM IN RETROFIT BUILDINGS WITH NO ENG PJTIZ(/7r�63A 1
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED
euwwc omc1AL uvoN w EDIION. 2015 drawing nIo.
MAXIMUM EXTERIOR(+)LOAD PER JAMB (16.16'X 62 PSF)/,
MAXIMUM INTERIOR(-)LOAD =PER JAMB-(16.16'X 44 PSF)/j she38l 4 of $
*PLASTIC COMPLIES WITH 300 I—'-zsD 4 u g
DOOR PANEL CHAPTER 26 OF FBC
14 BA'
(.024)STEEL UN. SEE EVIDENCE PAGE C
L7zs Q
1.765 a'po 0
7/76'DIA.WASHER O d
1.144 6 fGu
O
A8 X 3/4'SMS 21 O 3/4' I
1 O 3/e'FROM ENDS MAX. .176 .800
AND
]•O.C.MAIL � WOW. TERIOR FRAMO
9 IR 1/8' RIGID EXWCTION RIGID PJNC
o a
ONE PIECE INJECTION 0
(4)08 X 3/4'sus o MAX Q yl
O 1-J/8'FROM ENDS ; z
ILII AND 6-1/2'O.C.YA%. <3i m j uZ{ypyl
L ILII A C ��
II %.062 DEEP
GROOVE II'I GROOVE
II
ILII ' O
ILII 1/4'POLYCARBONATE LEXAN
I I DV SABIC 717.01 NE PLASTICS' Q J
NOA BBIG DI 7.01 _ li
(J to
S
-�__.. a m m o i
g od AMLIJ A Elm e 0 .
oz
ILII ••S'
03 d
ILII O�x I-
Illi -
'III 17S%.062 DEEPS
ILII GROOVE
_ £P 1,
� Q
qe x 3/4•sus INSIDE ELEVATION
0((a)I-3/6'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS N
III
AND 6-I/2'D.C.uAx. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION °`g
O 1 BB x J/a'SUS C'
O J/e'1RG.D.C.
ENDS /-GROOVE x.oez DEEP _
� ANO 4-1/2'O.0LIA7L GROOVE c u u
( JB X 3/4'SMS
O J/8•FROM ENDS _ --- -
AND 7'O.C.MAX. T—
- __ QQ
VAD ANWD F4000CE�wWO
_ % 4b � +
ZNEL707/16'DIA.WASHER 2
I
Amp�c4lW -0 O C
ODOR PANEL EXTERIOR $ 5
24 GA.(.024)STEEL MIN.
drawin r7no.
MWV
,,_DoDR PANEL Ib/I6'Mw. D.L.OPG. I �5 O
24 C.A.(.024)STEEL MIN. CLA21ND SITE
WINDOW WIDTH
sheet Sof 5