HomeMy WebLinkAboutProduct Approval RECEIVED
MIAMk�DADE r�S AM(-DADE COUNTY
e S E P 2 7 21PRVDUCT 2ONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR 5 e County, Permittingfl Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)31371590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Haas Door Company
320 Sycamore Street
Wauseon,OH 43567
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 RE.R 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(Th
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: Series HT 600, 700, 800 & 2000 Insulated Steel Sectional Garage Door up to 16'-2"
Wide
APPROVAL DOCUMENT: Drawing No. WL-0600-0194-08-48-52M-D, titled "16'-2" HT 600, 700,
2000 &800 Steel Series HVHZ Wind Load Sectional Door",sheets 1 through 3 of 3, dated 12/01/2014,with
revision B dated 10/25/2017, prepared by Haas Door Company, signed and sealed by John E. Scates, P.E.,
bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and
expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model
" number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami-Dade County Product Control Approved' is to be located on the door's`side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
F" 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#17-0313.10 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. 17-1023.13
MIAME•DAD;COUNTY Expiration Date: February 11,2021
Approval Date: December 21,2017
l2�3�yrat� Page 1
Haas Door Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS "Submitted under NOA #17-0313.10"
1. Drawing No. WL-0600-0194-08-48-52M-D,titled"16'-2"HT 600, 700,2000& 800
Steel Series HVHZ Wind Load Sectional Door", sheets 1 through 3 of 3, dated
12/01/2014,with revision A dated 01/20/2017,prepared by Haas Door Company,
signed and sealed by Thomas D. Sullivan, P.E.
B. TESTS "Submitted under NOA #15-1104.03"
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 Resistance Test,per TAS 202-94
along with marked-up drawings and installation diagram.of 16'-2" wide x 8"height
HT 600 Series Sectional Steel Garage Doors,prepared by Intertek/ATI, Test Report
No. E1289.02-550-18, dated 12/05/2014, signed and sealed by Justin P. McDonald,
P.E.
2. Test report on Tensile Test per ASTM E8, of steel sheets,prepared by Intertek/ATI,
Test Report No. E1289.11-106-18, dated 12/12/2014, signed and sealed by Gary T.
Hartman,P.E.
3. Test report on Salt Spray per ASTM B 117 of coated metal steel panels,prepared by
Intertek/ATI,Test Report No.E1289.10-106-18, dated 11/24/2014,signed and sealed
by Gary T.Hartman, P.E.
C. CALCULATIONS "Submitted under NOA 4151104.03"
1. Anchor calculations prepared by JB&B Engineering Consultants,LLC, dated
07/01/2015, signed and sealed by Thomas D. Sullivan,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Test report on Surface Burning Characteristics of the Rubitherm WP 19669
polyurethane foam insulation per ASTM E84,prepared by QAI Laboratories,Test
Reports No.RJ5251F-1 and RJ5251F-2,both dated 01/26/2017, signed and sealed by
V.Andrew Tan,P.E.
2. Test report on Ignition Temperature of Plastics of the Rubitherm WP 19669
polyurethane foam insulation per ASTM D 1929,prepared by QAI Laboratories, Test
Report No. RJ5255F-1, dated 02/02/2017, signed and sealed by V. drew Tan,P.E.
by*
l3�017
Carlos M.Utrera,P.L.
Product Control Examiner
NOA No.17-1023.13
Expiration Date:February 11,2021
Approval Date:December 21,2017
E-i
Haas Door Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. S ATEMENTS "Submitted underNOA #17-0313.10"
1. Statement letter of code conformance to the 5`1'edition(2014)FBC issued by JB&B
Engineering Consultants,LLC, dated 02/27/2017, signed and sealed by Thomas D.
Sullivan, P.E.
2. Statement letter of no financial interest issued by JB&B Engineering Consultants,
LLC, dated 02/27/2017, signed and sealed by Thomas D. Sullivan,P.E.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. WL-0600-0194-08-48-52M-D, titled "16'-2" HT 600, 700, 2000 & 800
Steel Series HVHZ Wind Load Sectional Door", sheets 1 through 3 of 3, dated
12/01/2014, with revision B dated 10/25/2017; prepared by Haas Door Company,
signed and sealed by John E. Scates,P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor calculations, dated 10/27/2017,prepared, signed and sealed by John E. Scates,
P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 61b Edition (2017) FBC, dated 10/27/2017,
prepared, signed and sealed by John E. Scates,P.E.
2. Statement letter of no financial interest, dated 10/27/2017, issued, signed and sealed
by John E. Scates,P.E.
j i� 17
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 17-1023.13
Expiration Date:February 11,2021
Approval Date: December 21,2017
E-2
1 2 3 4 5 6 7 6
REVISIONS
Va.lZa"I AT I 1113CMt® Ione
( All Aeef 1 Wm 161-W 0.10'-2'
Maximum Door Width 16'-2' ' At sn.a wem rmr:1r.tm: t'
End&Intermediate Stiles(Backers) t NOTE: Track configuration above A2 2.ee,e•4•v°,",.�°„A°mn.m.•
F Top Bracket ) the door opening does not affect A Itvs 2 we.e.3 uw..w e.:ra.m.wu w, F
/RnAILA(sheet2of3) Detail L(sheet 2 of 3) ! A the wind load rating of the door. A-1a rn c
am.hen below fOrg11e1R1p' F3 ° S Addd'15000 J6W9 ATriamlafr
ARerlled wi013 roto TOO-4rAC et2 plecm. .-
.. ....... ._._ AZ sneer 2 Mw *rR "i..A room
s B AM sm:s ae.sm woo.
AiT/CIILEM acn v
DOUBLE STEEL END STILE
Ir 16 Ga Galvanized Steel
Detail M(sheet 2 of 3)
Flag Bracket
Detail H(sheet 2 of 3)
44
E r t r E
Door Height
W-0'Shown 542" 3' 782°+/_3° �—Jamld Bracket
See chart - - Detail F(sheet2of 3)
below forotha
door heights
662"+/-3'
I — -- -- -- -- -- -- -- 382°'H-3°
D i r r r r r PRODUCT REVISED D
B 221'+/-3° as complying with the Florida
Building Code
NOA-No. 17-1023.13
i t Explra0oo 0 02/11/2021
By_
Bottom Bracket End Hinge Strut&Strut Attachment Intermediate Hinge A Slide Lock Shown DetaR G or &tlom a e Product control
Detail C(sheet 2 of 3) Detail B(sheet 2 Of 3) Detail E(sheet 2 of 3) ' Detail D(sheet 2 of 3) 4'+/-3' Lack Bars Detail J(sheet2 of 3)
102'+f-3"
d4b bracket quantities shown are for use with grado 2 or better southern pine \ //
C This product has been tested jambs. \\ J
p per TAS202-94 far static air pressure. � \\\\ � SCq / C
Su porting structural element designs are to be the responsibility of the professional \ �' /
This product hos been tested per TAS201/203-94 for large missile Impact and cyclic wind pressure. \\ ;�,.• F /
of 4ecord for the buildin or structure for the loads fisted on this droving. \ 'te.pEN33•,s j
Model Number ,n Total Jamb
HT_10&210 SERIES ig-h of Total its Strut _ o
HT-70&270 SERIES HT 12&212SERFS Freight Sections of Starts Configuration Side NOTICE: ° {d0:51'131
Hi e0&2_80SERIE3 HT 60826DSERIES HT J1
&271 SERIES HT 14&214 SERIES 4r-0° 3 3 5 These drawings are a supplementl0:
HT 91&281 SERIES HT fit&261 SERIES HT_72&272 SERIES HT 16&216SERIES to the installation instructions for *', of ;tt/w
HT 8282825FJaE3 HT 8382_63SERIE9 HT 7382735ERIES Hi 32&232SERIE3 5-0' 4 4 5 a standard door and only covers ,•O; p' 4/`
HT OG&290 SERIES H764&264 SERIES HT 74&274 SERIES 33A2_33SERIES 0-3° 4 4 5 those procedures that vary fromID
Des
p 6'-6" 4 4 6 standard door installation. If //A�`• LOR,. ab\\
Doer Width Des nPresstJres Sties Stiles; Hinges Stiles End Center CenterHinges SUI CHIn es SNles enter eoteHln es Resistant -9° 4 4 6 these specific procedures are not /FBSIONAL�\\\\
1a-0•tv4la-z 48.0 -52.0 Double 4 2 YES -0° 4 4 SEE 6 pelrform�ashdesignedSHEET .or oy not '//�I�„.lit—
B 1z-0•tmull" 48.g .52.0 Double 5 2 YES P-3' 4 4 30F3 6 B
le-00tw14•z 48.0 52.0 Double 6- 3 YES ° 4 4 7 4QNA/la
w-cr ulez '48.0 -52.0 Double 1 7 3 YES -6" 5 5 7 John E Scates, P.E.
w-wilwizz 48.0 52.0 Double 5 2 YES -9° 4 4 7 2560 King Arthur Blvd. Ste 124-54
tsa twtfi,z 48.0 52.0 Double 7 3 YES 9° 5 5 7 Lewisville, Texas 75056
1-wo.etzz 48.0 52.0 Double 5 2 YES !�'-0° 4 4 7 Florida P.E. # 51737
fes Nu taz 46.0 -52.0 Double 7 3 YES -0° 5 5 7 IMPACT This product has been evaluated for use in
taa'twtz-t 48.0 -520 Double 5 2 YES Mgimum section height is 24 in. RESISTANT the High Velocity Hurricane Zone (HVHZ).
i3'.3.1h-tsz 46.0 • -62.0 Double 7 3 YES M#mum door height is 16 ft 16'2"HT 600,700,2000&800 STEES.SP-RIES
This product is available in narrower sizes"wTth•the-same.PgF•-,gttlLc3nstructed as shown. Ali'doors. even those above the tested height, HVHZNINDL 2000&800SAD TE I SERI
OOR
A This product is designed and sold by PSF.?:Sha AHJ or Engineer of Record is responsible for determining the PSF ores available with jamb brackets or commercial DESIGN PRESSURE+48.0/-52-0 PSF A
required for any glean site. fir; - - •- full angle. The quantity and dimensional
1•i�
lo c tion of the jamb brackets/trock clips and 3205yc are
ORAWNGNO-,WI.-0600-0194-0848.52M-D REV.B
thep Jamb mounting shown above should be W9R li Ohle M7 DATE ORfk 1211/14 ORAYlNBY. MVS
mdntained. 41M37.930D
1 O4A MODEVS): See . SHEET:I OF
2 3 4 5 6 76
i
1 2 3 4 5 6 7 8
REVISIONS
en mia n aO.®Sl.q mrz�.
21" TEK SCREW Al t Wm f5-e U.IV-2'
WSOTYOMSEAL
'X 3/4'Hex Washer Head Self Drilling TIX SCREW At 2Addw'N.ne> neu.mo e
*12
JUSTABLE TOP FIXTURE END HINGE r Bolfom Bracket&2 per Low i/4'X 3/4'Hex Washer Naod ,2 a Adds W NoMn.t�„A.—,.
F Co 14 Ca Galvanized Stoelaom.Top BroekaQSelf ORlling(3 per Bottom&2 per A IMM4 d 2 Maw s Acmafv awtun um..u. i/2W FtPUSH NUT 7/16' TEK SCREWOTTOM BRACKET ABOTTOiuiabInnerKET.ttBrcekeh)BOTTOM BRACKET E7 a a Mew'warm anAwrtlaNr'Sea DETAIL K for o 01/4"X 3/4'Hex Washer3GGalvanized Steel 13 oa G.W.,li:ed Slidpush nut plecement Head Sell Drilling(4 PerA2 et rn Pobu�®to tb w=Hinge) LOW'HEADROOM TOP BRACKET ADJUSTABLE INNER B m $ tABOTTOMBRACKETK SCREW PUSH NUT 7/18'pushSeeH NUT
lK}for push nut See HDETAI UT K for push nut
W-li X 3/4'Hex See DETAIL n far Pu placement
Washer Head Self nut placement placement P
Orllling (4 per BOTTOM SEAL
DETAIL A Bracket) DETAIL B DETAIL C ALTERNATE#1
TO DETAIL C
E TEK SCREW TEK SCREW- 1/4'x 3/4'Hex Washer Head E
1/4'X 3/4"Hex TEK SCREW 243" Self Drilling(2 per End&Intermediate Stiles) SLIDE LOCK(One On Each
Washer Head Self Drilling 1/4'X 3/4'Hez
(5 per Bottom&2 per Washer Head Salf 3 1/2'x 5"E STRUT Side of The Doar) r
Adjustable Inner Bottom Drilling (14 per INTERMEDIATE HINGE 18 Go 70 KSI Minimum JAMB ORACKET LOCK BARS(see•DLTAII._J)
° Brackets) Bottom Bracket.) Gelvari18 or 14 Steal Galvanized Steel 31" 12 Go Galvanized
2 SLIDE LOCK or
0
BOTTOM BRACKET BOTTOM BRACKET LOCK BARS
12 Go Galvanized Steel s 0 o TEK SCREW II1'�'�dq�.'
3/1e'Thick Powder l�J ° Engages Into the
ADJUSTABLE INNER Coded Steel 1/4'X 3/4"Hes vertical track on'
0 0% 0 BOTTOM BRACKET Woshar Head Seli each side or the
PUSH NUT 7/16" Dulling(4 per Hin e I
PUSH NUT 7/16' See DETAIL K for g) f45„� BOLT&NUT door
See DETAIL K for push push nut placement NOTE: The location of 1/4-20 X 5/e' TEK SCREW
nut placement. the intermediate hinges 3'x 3 1/4'BRIDGE PLATE Carriage Bolt& 1/4'X 3/4'Hex ,
BOTTOM SEAL BOTTOM SEAL is indicated by the 18 Go 50 KSI MINIMUM 1/4-20 Hex Washer Washer Head Self
ALTERNATE#2 ALTERNATE#3 DETAIL D thegtoplaof dimples.ucn. DETAIL E Attlached Wtheel Nut(I 3 mm DETAIL F Bracket) DETAIL
Jamb DETAIL G La�k)g (4 per sada o
TO DETAIL C TO DETAIL C 70G-L-LOC al a Corners PRODUCT REVISED
as cam 1 Ing with the Florida
Building Code
. Noa tis. 17-1023.13
OUTSIDE
HANDLI Expiration to 02/1112021
I� 18”Section- 171' L�7" Min.--►+
21'Seaton-20 ROLLER Mta - ado Productcontrol
18'Section- 17�' 24'Section-23�' � r
21'Section-20 2"Diameter Nommd Ten Bail Nylon W/Hardened
24'Section-23 Shaft or Ten Boll Steel w/Hardened Shaft with
Minimum Workable Shaft Length Shown. \�\� E-
`�'0�'a�pflN8F•�tQ �//�
LOCK BARS Engage 6'—"`-1 51737 I
into the vertical CD0 000 t4C. .�
frock or, each side - —'
of the door �.�� 0 fTAG BRACKET '
OF
DETAIL J DETAIL L DETAIL M � moo' ,FA�OQ •�2�
Alternate Lock Configuration 00 BOLT
'c,' LOR, 1G��
MATERIAL,C40 2 CAot CS Di Steel, MA ERIAU Mir.16Hat
CA CS Steel, it 5/16'X 1 5 8"Lo Bolt �s$/ " x�`
Galvanized PD Solwnizad Dippedtoo (4 par Flag Bracket) 7OYNAtt,\��
B DOUBLE STEEL END STILE NOTE: Jamb Lo°dso DOUBLE STEEL END STILE G � V �..r B
16 Go Galvanized Steel aivoneelzed Steel
I BOLT&NUT /t1
+384.0 iba./ft./-416.0 lbs./(t.
Detail M(sneer 2 or 3) Detail 16 Go G(snr 2 or 3)
End&Intermediate,stiles(Backers) 1/4-20 x 5/8'Track Bot John E Scutes. P.E.
Mtn. Detou L(sheet 2 0f 3) Min. & 1 4-20 Hex Washer Nut 2560 King Arthur Blvd. Ste 124-54
of 1' Attached with 3 mm 70G-L-LOC of 2 places. of 1' I / Lewisville,Texas 75056
(2 for Horizontal&2 for
vertical Track) Florida P.E. # 51737 i
IMPACT This product hoe been evaluated for use in ;
1 RESISTANT the High Velocity Hurricane Zone (HVHZ).
BOLT&WASHER VERTICAL TRACK DETAIL K DETAIL H IseiaT600,700,2000&8DDSTEELSERIES i
5/16'X 1 5/e'Lag Bdt A 2' 2'Nominal 13 Ga Galvanized Steel
O.D.x 7/16'I.D.Flat Washer }sated. WOOD JAMB Thera should be a spacb if HVHZ WIND LOAD SECTIONAL DOOR
NOTE: Jamb bracket Fla must be in 1/4'between the railer hub NOTE: Details on some views omitted
/� 3'Nominal 13 Go is also approved The vertical wood jamb fasteners and the outside edge of the DESIGN PRESSURE+48.01-52.0PSF A
direct...tact With the 2x6(No as on oltemate. may be counter sunk to provide a roller holder which 1°set by for clarity. Double end Stiles and
drywall allowed). flat mounting surface. See Jamb the push nut. 32OSymmore DRAWING NO:Jhq W0-0194.08-08-521V1-D INV.B
NOTE:The flat washer is not attachment details on sheet 3 for end hardware may be required on yy�n,Ohb435N DATE DIM 12!1(14 DIUINNNY: MVS
requireSECTION B-8 d for angle mount, attaching lambs to the structure. wider or heavier doors. 419M74100
erWxxtw 1dO0Et(NY See Sheet 3 ISNEEP20F3
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 1 8
NEYISIONS
FASTENER TO CONTINUE rry•%=I e1 I urt .
1g"THICK-HT 600 SERIES PASTHEADER At ss..t I Wv°u'ro'mm;°'-2'
1j'THICK-HT 700 SERIES r At 1 z�ed.a'raro T r:t_v,ovvt•
F 2"THICK-HT 2000 SERIES I A2 2 Ad '�'rr..,�.+_!�v Aee.,vl:
3"THICK-HT 800 SEftiFS A mA NVS ever z.dace uxmvx eeavm Bram.I/von F
o PEAO._6•
E3 ed a ata,e v 0 a Mn tuDn'
2 X 6 GRADE 2 OR BETTER SOUTHERN '� °°t s°'°"v'° potyurWwh F.
PINE JAMBS. 0°I a°10 '� +vk+x In.Waco
B Mvs An1w+MfNr rnvrt a'a�
SEE CHART FOR WOOD JAMB ATTACHMENT
TO BUILDING STRUCTURE.
.—STRUT E
2 of
(sheat 2 of 3) WOOD JAMB ATTACHMENT
BuOding Fastener Type Mlntnum Edge"MU�on KT e ,
Sfrucatre YI+° En»mmc3 D=°rtspemd Spedd TLo d '
E OPENING
Mln.2000 PSI Tapmn 114'wi1 9/4' 2 f/2° 4' 12' 448# HEIGHT E
Concrete 1'OD washer
Southern Pine 318'Leg wl 11lY 11/2' 4' 12° 620# MAXIMUM ON,
(G-0.65) 11WOD xaahar CENTER SPACING
TONGUE AND GROOVE JOINT. Spruce Pine Fir 3184 Lag t+d 110 Y 4' 12° 482#
(G-OA2) 1 1B'OD washer FIRST FASTENER 4'to 6'
ABOVE THE FLOOR
NOTE 2X6 mounted to the wap must ba Southern Pine Grade 2 or better.
STRUT,jjlNtp.7 E
(sheet 2 or 3) I '
D L26 GA MN.EXTERIOR Dos OR OPENING D
CS STEEL SKIN WITH G40 MIN. WIDTH PRODUCT REVISED
HOT DIPPED PDXY PRIMERA&ANIZED.MTH H^XED-ON MODEL NUMBERS B�l;dmug%1 with the Plarlda
POLYESTER PAINT TOP COAT. NOA-NO, 17-7023.'13
MIN.YIELD: 25 KSI
7 MODEL NUMBERS AVAILABLE ExP ration uta 021112021
TONGUE AND GROOVE JOINT. + HT 14&2 14 SERIES B—
Miam de Product Control
HT 16&2_l 6 SERIES
D STRUT
t) HT 32&2 32 SERIES
HT-33&2_33 SERIES `�����jo�`NteelscgTt` %� C
HT_10&2_10SERIES No.51737 s
26 CA MPL INTERIOR CS HT_12&2_12 SERIES
GALVANIZED SKIN WrFHRAKED-ON D O MIN. HT &2 60 SERIES STATE OF 0
GALVANIZED,BAKED-ON t 9 i
POLYESTER PAINT TOP COAT., - i 70
MIN.YIELD: 35 KS! HT 61&2 61 SERIES i_T°•it-, 1���
TONGUE AND GROOVE JOINT. HT 63&2 63 SERIESHT 64&2=64 SERIES //'1� it I ly 1`
B g
HT 70&2 70 SERIES
STRUT Dd,TI E HT 71&2 71 SERIES
(sheet 2 of 3} I John E Sca es,Arthur
rP.E.
B
HT 72&2_72 SERIES Lowi King Arthur Blvd. Ste 124-54
Lewisville,Texas 75056 ;
FIRE RATED POLYURETHANE FOAM HT 73&:L73 SERIES Florida P.E. 51737 I
INSULATION-RUBITHERM WP 1 96S HT 74&2'74 SERIES IMPACT This product has been evaluated for use in
RIGID/FLEXIBLE PVC BOTTOM SEAL HT6O&260 SERIES RESISTANT the High Velocity Hurricane Zone (HVHZ).
HT61&2 81 SERIES
16'2"ET 600,700,2000&800 STEEL SERIES
A HVHZ WAD LOAD SECTIONAL DOOR
HT 82&2 82 SERIES DESIGN PRESSURE+48.01-52.0PSF A
SECTION A-A •smnoas esccnau esEcnws T cvaru - HT 90&2 90 SERIES �081g1AD16 DRAWIBDIL,WLWD-0194-08-0S-52M-D IRA B
STRUT CONFIGURATION WaVscon,Ohl043� BATT I?J1/14 DMPJBBT: MVS
419'37.9900
.mem, dp➢B(S]: Sao SLeet3 ISHErn3OF3
1 2 3 4 5 6 7 8
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