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FL# FL17430-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Haas Door Company
Address/Phone/Email 320 Sycamore St.
Wauseon,OH 43567
(419)337-9900 Ext 243
mschweitzer@haasdoor.com
Authorized Signature Mark Schweitzer
mschweitzer@haasdoor.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
:-/ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed John E. Scates
the Evaluation Report
Florida License PE-51737
Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Kurt Dietrich PE
t Validation Checklist-Hardcopy Received
Certificate of Independence r-11/430 R2 C:01_Cert of IndScates 2015 s.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
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Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option D
Date Submitted 06/26/2015
Date Validated 06/27/2015
Date Pending FBC Approval 07/05/2015
Date Approved 08/18/2015
Summary of Products
FL# Model,Number or Name Description
17430.1 01. HT 600,700, 2000&800 HT Series sectional sandwich type garage door 9'2"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17430 R2 lI WL-0600 0110-08-65-65HVHZ-RevB s.pdf
Approved for use outside HVHZ:Yes Verified By: John E.States 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +65/-65 Evaluation Reports
Other: FL17430 R2 AE EvalReotHVHZ r2 s.udf
Created by Independent Third Party: Yes
17430.2 02. HT 600,700,2000&800 T Series sectional sandwich type garage door 16'2"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17430 R2 II WL-0600-0194-08-48-52HVHZ-RevB s.pdf
Approved for use outside HVHZ:Yes Verified By: John E.Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +48.0/-52.0 Evaluation Reports
Other: FL17430 R2 AE EvalReotHVHZ r2 s.Ddf
b ndependent Third Party: Yes
17430.3 03.HT 600,700,2000&800 HT Series sectional sandwich type garage door 187"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL.17430 R2 II WL-0600-0218-08-45-50HVHZ-RevA s.pdf
Approved for use outside HVHZ:Yes Verified By: John E.Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +45.0/-50.0 Evaluation Reports
Other: FL17430 R2 AE EvalReMHVHZ r2 s.pdf
Created by Independent Third Party: Yes
17430.4 04. HT 5000 Series HT Series sectional Aluminum sandwich type garage door
9'2"wide
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17430 R2 Il WL-5000-0110-08-65-74HVHZ-RevA s.pdf
Approved for use outside HVHZ:Yes Verified By: John E.Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +65.0/-73.5 Evaluation Reports
Other: FL17430 R2 AE EvalRepi:HVHZ r2 s.pdf
Created by Independent Third Party: Yes
17430.5 05. HT 5000 Series HT Series sectional Aluminum sandwich type garage door
16'2"wide
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes Fl-17430 R2 II WL-5000-0194-08-48-52HVHZ-RevA s.Ddf
Approved for use outside HVHZ:Yes Verified By: John E.Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +48.0/-52.0 Evaluation Reports
Other: FL17430 R2 AE EvalReotHVHZ r2 s.pdf
Created by Independent Third Party: Yes
17430.6 06, HT 5000 Series HT Series sectional Aluminum sandwich type garage door
18'2"wide
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17430P.2 II WL-5000-0218-08-45-50HVHZ-RevA s.pdf
Approved for use outside HVHZ:Yes Verified By: John E.Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +45.0/-50.0 Evaluation Reports
Other: FL17430 R2 AE EvalReptHVHZ r2 s.pdf
Created by Independent Third Party: Yes
17430.7 07. PAN C2000,C2400,C2410, PAN Series sectional pan type garage door 9'2"wide
R2410,C2460,R2460,C2461,
R2461,C2471,R2471,C2472,
R2472,C2480, R2480,C2481,
R2481,C2482, R2482
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17430 WL-200Q.-0110-0.$.-65-74HVHZ_-Re�A.__s,.pI if
Approved for use outside HVHZ:Yes Verified By: John E.Scates 51737
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Florida Building Code Online Page 3 of 3
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +65.0/-73.5 Evaluation Reports
Other: FL17430 R2 AE EvalReotHVHZ r2 s.Ddf
Created by Independent Third Party: Yes
17430.8 08. PAN C2000,C2400,C2410, PAN Series sectional pan type garage door 16'2"wide
R2410,C2460,R2460,C2461,
R2461,C2471, R2471,C2472,
R2472,C2480,R2480,C2481,
R2481,C2482,R2482
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17A3CL.._F2.._II WL-2000=.9j94-Q$.-4$-:-52HVHZ,-evA..Sadf
Approved for use outside HVHZ:Yes Verified By: John E Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +48.0/-52.0 Evaluation Reports
Other: FL17430 R2 AE EvalReotHVHZ r2 s.Ddf
Created by Independent Third Party:Yes
17430.9 09. PAN C2000,C2400,C2410, PAN Series sectional pan type garage door 187"wide
R2410,C2460,R2460,C2461,
R2461,C2471,R2471,C2472,
R2472,C2480, R2480,C2481,
R2481,C2482, R2482
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes 1:117430 R2 11 WL-2000-0218-08 45 501-IVI IT-RevA s Ddf
Approved for use outside HVHZ:Yes Verified By: John E.Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +45.0/-50.0 Evaluation Reports
Other: FL17430 R2 AE EvalReotHVHZ r2 s.Ddf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
F
Credit Card
Sats'
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3121 Fairgate Dr.
Carrollton TX 75007
John E. Scates, Professional Engineer office(972)492-9500 1 fax(972)492-0077
June 25, 2015
Haas Door
Mark Schweitzer
320 Sycamore St.
Wauseon, OH 43567
Re: Evaluation for Pan and Sandwich series- impact
To Whom It May Concern:
At the request of Haas Door, I have reviewed the drawings and tests listed below. These tests
were conducted by Architectural Testing according to TAS 201/202/203-94 test procedures. The
pressures listed on the drawings are direct results of these tests or conservative engineering
rational analysis from the actual tests, except that no extrapolation of impact pressures were
used. I have concluded that the construction shown on these drawings comply with the structural
requirements of the 2010 and 5th Edition (2014) Florida Building Code. I certify that I meet the
requirements of"independence" as detailed in Florida Statutes.
Testing included all aspects of the TAS process, including:
1. Static pressure testing
2. Impact and cyclic testing
3. Meeting the deflection recovery requirements
4. Meeting the forced entry requirement
Additional testing was performed:
1. The galvanizing + paint coating was subjected to salt spray testing for 1000 hours
against a G90 control sample using ASTM B117-11 procedure with D714-02 and
D1654-08 as evaluation criterion. All paint coated samples were equivalent or
superior to bare G90.
2. The foamed plastic core of the sandwich door products were tested for flame
spread and smoke developed (per ASTM E84). The results for the foam plastic
were less than the required targets of 75 FSI and 450 SDI.
3. The foamed plastic core of the sandwich door products were tested per ASTM
D1929 for self-ignition temperature.The result was 870 F.
4. The steel and aluminum skins of the sandwich and pan doors were tensile tested
per ASTM E8/E8M-13.
Evaluation for Pan and Sandwich series-impact
Drawings
WL-0600-0110-08-65-65HVHZ RevB 9'-2" wide, +65.0/-65.0 PSF, Model HT 600 Series
WL-0600-0194-08-48-52HVHZ RevB 16'-2" wide, +48.0/-52.0 PSF, Model HT 600 Series
WL-0600-0218-08-45-50HVHZ RevA 18'-2" wide, +45.0/-50.0 PSF, Model HT 600 Series
WL-2000-0110-08-65-74HVHZ RevA 9'-2" wide, +65.0/-73.5 PSF, Model 2000 Series
WL-2000-0194-08-48-52HVHZ RevA 16'-2" wide, +48.0/-52.0 PSF, Model 2000 Series
WL-2000-0218-08-45-50HVHZ RevA 18'-2" wide, +45.0/-50.0 PSF, Model 2000 Series
WL-5000-0110-08-65-74HVHZ RevA 9'-2" wide, +65.0/-73.5 PSF, Model HT 5000 Series
WL-5000-0194-08-48-52HVHZ RevA 16'-2" wide, +48.0/-52.0 PSF, Model HT 5000 Series
WL-5000-0218-08-45-50HVHZ RevA 18'-2" wide, +45.0/-50.0 PSF, Model HT 5000 Series
Note: The drawing titles above are simply descriptive, and do not represent any limitation on
the sizes and pressures. Each drawing contains a table with the full sizes vs. psf ratings.
Test Reports
Test Reports
Steel Sandwich
Intertek/ATI E1289.01-550-18 TAS 201/202/203-84 9'-2" wide x 8'-0"tall (4-sections)
Intertek/ATI E1289.02-550-18 TAS 201/202/203-84 16'-2" wide x 8'-0"tall (4-sections)
Intertek/ATI E1289.03-550-18 TAS 201/202/203-84 18'-2" wide x 8'-0"tall (4-sections)
Alum Sandwich
Intertek/ATI E1289.07-550-18 TAS 201/202/203-84 9'-2"wide x 8'-0" tall (4-sections)
Intertek/ATI E1289.08-550-18 TAS 201/202/203-84 16'-2" wide x 8'-0"tall (4-sections)
Intertek/ATI E1289.09-550-18 TAS 201/202/203-84 18'-2" wide x 8'-0"tall (4-sections)
Steel Pan
Intertek/ATI E1289.04-550-18 TAS 201/202/203-84 9'-2"wide x 8'-0" tall (4-sections)
Intertek/ATI E1289.05-550-18 TAS 201/202/203-84 16'-2" wide x 8'-0"tall (4-sections)
Intertek/ATI E1289.06-550-18 TAS 201/202/203-84 18'-2" wide x 8'-0"tall (4-sections)
@ 1701 Westfork Drive, Suite 106, Lithia Springs, GA
Intertek/ATI E1289.10-106-18 Salt Spray D714/D1654/ D117
Intertek/ATI E1289.11-106-18 Tensile Test ASTM E8-E8M-13
Intertek/ATI E1289.12-106-18 Tensile Test ASTM E8-E8M-13
Intertek/ATI E1289.13-106-18 Tensile Test ASTM E8-E8M-13
Intertek/ATI E1289.14-106-18 Tensile Test ASTM E8-E8M-13
@ 130 Derry Court, York, PA
2
Evaluation for Pan and Sandwich series-impact
QAI Laboratories# RJ3298-1 ASTM E84-14 X3 Flame-spread and Smoke-Developed
QAI Laboratories# RJ3298-2 ASTM D1929-13 Ignition Temperature of Plastics
@ 8385 White Oak Ave, Rancho Cucamonga, CA
All testing was performed in 2014 or 2015.
All test reports were signed/sealed by a Florida P.E.
Calculations
The tested jamb attachment was confirmed via calculations.
The Lag screws that secure the door to the wall (2x6 SYP wood) were checked against the
tested quantities. The calculated lag quantity (and track bracket quantity) did not exceed the
tested quantity.
The fasteners to attach the 2x6 to the building were computed. For attachment to a concrete
wall, the Tapcon fasteners limits from Dade NOA 12-0816.06 were used. For attachment of the
2x6 to a wood wall, ANSI/AF&PA NDS-05 (and -2012) was used for lag screw computations into
SYP and SPF wood substrates. Results were tabulated on Sheet 3 of each drawing.
Installation
Anchorage Requirements:
The door drawings include means to attach the doors to the building structure as detailed
on Sheet 3 of each drawing using an added 2x6 to the face of the garage wall. The species
of the 2x6 wood must be Southern (Yellow) Pine, specific gravity of 0.55.
The direct mounting of door track on top of drywall or other non structural material is
outside of the scope of this wind load evaluation.
This Evaluation Report does not address design of the wall/jambs themselves. These
attachment drawings only illustrate common means to attach the 2x6 jambs to the wall.
Walls should be designed (by others) to withstand the loads imposed by door onto the
building.
3
Evaluation for Pan and Sandwich series-impact
Model Description
In each family of doors, the weakest or thinnest skin product was tested to prove the
entire family line. Thus, all of these door model variations are approved for each family of
the drawings:
The HT 600 family are steel polyurethane sandwich doors
These variations are included in this approval:
1-3/8" overall thickness: 610, 612, 614, 616, 660 (tested), 661,663, 664,
670, 671, 672, 673, 674, 680, 681, 682, 690
1-3/8" overall thickness: 920, 921, 922, 930, 931, 932, 940, 941, 942, 950, 951, 952
w/5/8" thick overlays attached.
1-3/4" overall thickness: 710, 712, 714, 716, 760, 761, 763, 764,
770, 771, 772, 773, 774, 780, 781, 782, 790
2" overall thickness: 2010, 2012, 2014, 2016, 2060, 2061, 2063, 2064,
2070, 2071, 2072, 2073, 2074, 2080, 2081, 2082, 2090
3" overall thickness: 810, 812, 814, 816, 860, 861, 863, 864,
870, 871, 872, 873, 874, 880, 881, 882, 890
These are all steel sandwich doors with polyurethane core. The minimum thickness of the
steel skins is 26 gauge among these models.
The HT 5000 family are aluminum faced polyurethane sandwich dogs_
The various model numbers listed on the drawings are included in this approval:
1-3/8" overall thickness: 5610, 5612, 5614, 5616, 5670, 5680(tested)
1-3/4" overall thickness: 5710, 5712, 5714, 5716, 5770, 5780
2" overall thickness: 5210, 5212, 5214, 5216, 5270, 5280
3" overall thickness: 5810, 5812, 5814, 5816, 5870, 5880
These are sandwich doors with aluminum skins, filled with polyurethane core. The minimum
thickness of the skins is 24 gauge among these models.
The PAN 2000 family of steel doors are Pan doors
These variations are included in this approval:
24 gage: C2400, C2410, R2410, C2460, R2460, C2461, R2461,
C2471, R2471, C2472, R2472,
C2480 (tested), R2480, C2481, R2481, C2482, R2482
20 gage: C2000
These steel pan doors have a minimum thickness of the skins of 24 gauge.
4
Evaluation for Pan and Sandwich series-impact
Limitations
The drawings cited above are an explicit part of this evaluation report. The text of this
report does not attempt to address all design details, but relies upon the illustrations and
text of these drawings and instructions as well.
Each door should be chosen based on the "psf" requirement determined for a specific
installation or locale.
The maximum door width approved with this report is 18'-2".
The maximum door height approved with this report is 16' nominal.
The maximum door section height is 24" tall.
These doors are not available with glazing.
Door width may not exceed the tested door width. However, doors narrower than tested
width are allowed, but carry the same psf as the tested product and use the same
construction per section. Doors taller than the tested height are allowed up to 16' tall,
provided that no door section is taller than the tested 24" section height.
The horizontal track may be reinforced with an angle as needed to support the door
weight. The construction of the horizontal track, including the track thickness, is
determined by Haas Door and does not affect this windload evaluation.
The rated pressures may not be achieved unless the door is held closed during the wind
event. Both tracks must be engaged with a lock, or alternately an electric operator
attached to the door prior to the wind event.
These doors have been evaluated for use in the Florida High Velocity Hurricane Zone
(HVHZ).
t� No.51737
Digitally signed by John E. Scates, P.E.
�0 STATE OF W Z
Date: 2015.06.25 14:30:56-05'00'
�i�iN'•.FLORIDP QRZ`N
FL PE#51737John E. s, P.E. ////;AsIONA;� `
1111
5
1 2 F__3__F 4 5 6 7 8
REVISIONS
W.110i Y1 IYEUM110Y YR
A Las
Maximum Door Width 16'-2" B r.rvs r.iu is
NOTE:/ Track configuration above
F Top Bracket the door opening does not affect F
DETAIL A(sheet 2 of 3) A the wind laatl rating of the door.
. .. ....... ....
b
m
DOUBLE STEEL END STILE
16 Ga Galvanized Steel
Flag Bracket
D&W H(sheet 2 of 3)
E E
Door Helght
8'S O"Shown KA 5q"*/•3" 78P+/-3" Jamb Brecket _
below for other Detail F(sheet 2 of 3)
door heights 1
662"+/-3"
382'"+/_3„
I _ I
IDI j "I I D
B B 222 +/ 3"
Bottom Bracket End Hinge Strut&Strut Attachment Intermediate Hinge A I Slide Lock Shown Detail G or `�•��EN ////i
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"J u o8ro «kDetail J(sheet 2 of 3)
Lock tl \ •��� +F
1 creu^9.durl` i
102 +/-3lmm
" -avtomaoc operator s l d. No.51737 ,
This product has been tested per TAS202-94 for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern
ine jambs
p .
I CII This product has been tested per TAS20 1/203-94 for large missile impact and cyclic wind pressure. *' Q C
Supporting structural element designs ore to be the responsibility of the professional ^Q'.� STATE ,f�
Model Number i Y4fr
of record for the building or structure for the loads listed on this drawing. /p •� �
HT_1082_10 SERIES Total Jamb �/0, �OR10�%'D�r��
HT_6082_60 SERIES HT_7082 70 SERIES HT_1282_12 SERIES DOor SIEUI NOTICE: 11
/ �^.
HHT T_810 8 2 810SERIES HT 61&2 61 SERIES HT 71&2 71 SERIES FIT 14&2 5ERIES HT_6382_63 SERIES HT_7282_72 SERIES HT 1682_16 SERIES 4 SERIESHeight Sections No.of Total#of Struts Configuration $kite/ These drawings are a /11i7111 NA(^�?��\
- _ supplement to the installation
/VIII I(�
-� HT 0282 825ERIES HT_6482_645ERIES HT_7382 73 SERIES HT_3282_32 SERIES 6'-0" 3 3 5 instructions for o standard
HT_9082 90 SERIES HT 900 SERIES HT_7482 74 SERIES HT_33B 2_33 SERIES 6'-0" 4 4 $ door and only covers those
Desi n Pressures End Center Center Center Center Impact 6'-3" 4 4 5 procedures that vory from
Door Width + slandlord door installation. f Digitally signed b John E.Skates,P.E.
sf - sf Stiles Stiles Hinges Stiles Hinges Stiles Hin es Stiles Hin s Resistant 6'-6" 4 4 6 these specific procedures o 9 Y 9 y
s-3.lhru s-11• 48.0 -52.0 Double 3 1 YES 6'-9" 4 4 SEE 6 not followed, the door may Date:2015.06.2415:04:41-05'00'
10
.0-mr.11-11• 48.0 -52.0 Double 4 2 YES 7t0^ 4 q 6 not perform as designed.
B 12'-0'M,,u•-111 48.0 -52.0 Double 5 2 YES SHEET B
7'-3" 4 4 3 OF 3 6 John E Scates, P.E.
14'-0•mru ts•-tr 48.0 -52.0 Double 6 3 YES T-6" 4 4 7 3121 Fairgate Drive
1ew•mm16•-2• 48.0 -52.0 Double 7 3 YES 7•.8^ 5 5 7 Carrollton, Texas 75007
Florida P.E. a 51737
s•-3-ti1V-2• 48.0 -52.0 Double 3 1 YES T.9^ 4 q 7
11V•th,u is-0• 48.0 -52.0 Double 5 2 YES T_g" 5 5 7 IMPACT RESISTANT Professional Engineer seal provided only for
verification of wind load construction details.
16'-7.1hw 16'-2• 48.0 -52.0 Double 7 3 YES g'-0' 4 4 7 -
9'-3•mru Il•-2" 48.0 -52.0 Double 3 1 YES 8'-0" 5 5 7 This product hos been evaluated for use In
1 ra•thm= 48.0 -52.0 Double 5 2 YES FL#17430.2 the High Velocity Hurricane Zone HVHZ
is-0•thmis•-2• 48.0 -52.0 Double 7 3 YES Maximum section height is 2ft in. 9 Y ( )
Maximum door height Is 16 ft. DESCRIPTION:
ea•tnru s•-tr 48.0 -52.0 Double 3 1 YES All doors, even those above the tested height, are a■ 16'2"HThN 7LOADSECTIONALSERIES
A to4•thru 13-2" 48.0 -52.0 DOuble 5 2 YES available with jamb Dracket5 or commercial full ®,.§. }.` HnF.SIG\RF.60Sli ftFC 4RA-530 YS'FtH A
13•a•tmu 16'-2• 48.0 -52.0 Double 7 3 YES angle. The quantity and dimensional locotion of -
This product is available in narrower sizes with the some PSE and constructed as shown. the jamb brockets/track clips and the jamb r OMaVRE N0.:WL.%0Ml9144M2Il%R I SHEET:IOF3 REV. B
mounting shown above should be maintained. YEY YreYrn RATE ORD:12/1,14 OMwII IT: MVS
This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the mc.rrrpIft an7 MODELS: See Sheet3
PSF required for any given site. U14
1 12 3 L 4 5 6 7 1 8
1 2 3 4 5 8 F 7 8
lam.IOIIE 4T sucWTpe MFC
TEK SCREW A
/a' Mv3
I x 3/4"Hex fritter Head Self Draltng B ntvs aiq tt
'} {3 per bottor bracket& 2 per Low
F. ADJUSTABLE TO FIXTURE 2h r- END HMGE Headroom Top Bracket)
12 Ga A 1 to Go Gonon:zed Steel j BOTTOM BRACKET
' rII
3 13 da uaNanlzea s'.eei
PUSH Nur 7/a 5' -TEK SCREW I
See TAI for pus, o 0. o 1/4"X 3/4"Hex Washer } -LOW HEADROOM TOP BRACKET
i
nut placement Bead Self Drilling(4 per
TEK SCREW Hinge) PUSH NUT 7/16"
a
n nj
1/4' X 1/4"Hex Washer -PUSH NOT 7/16` See TAi for push nvt ptncemant
toad Self onll'mq(4 per �/ iQ See rTAi+ K far push
"^-._...•-" 8,mket) nut placement W1 TOM SEAL
E DETAIL A DETAIL 8 DETAIL C !f
tq ,
3 t/2`x 5'F STRUT
t8 Go 70 KSI winimumINTERMEOUTE HINGE GWarl Steel SUOE LOCK{One On Each
18 or 14 Go Galvanized Steel JAMB BRACKET Side of The=)dr^ 12 Go Oaivanized steel LOCK BARS{see BfK RFtf �._,_ 1 I ({Q ) SLID'c IgCK or LUCK BARSt/4 x s/4'Hex warner Head � t 3" BOLT& Nur Engages eta tee vuticol
<if D Ttlaq (4 pe;Nnae) l ;f } 1 jl° 4 Lia-zD x 5/&"ca=rTagr. 1 track n ach side of;he
\ Bolt& t/4-2a Hex�+IOiE: The FOcafmn of theTEK SrREw Washer Nut{'. per Jamb 7 K$CREW
h ll es is indicated tr the to le :ock \V 7 l� E
g y 98 \ I 4"%3 4"Nex Washer 1 Bracket)
d;mpies at the top o'each section. �---,. I / _ a j4"% 3,/4'Hex Washer 1 u
Head Self Drilling (2 per Head Self Drilling(4 per
DETAIL D DETAIL E End&Intermediate stiles} DETAIL F DETAIL G Nide Lack' ( E
i '
GUTSIDE /"� (� 1 �t •'`�� \\
a f-FLAG BRACKET {
�0� C�
I II i
7'Min. a l
/ ij4
BOLT
f sfte" Xis/e`Lag Bat til
DETAIL K ROLLER (4 per Flag Bracket) gC.�
LOCK BARS En9a4e
There ral-rd be o sgoce of 2"Diameter Noninol Tea
i to the rncad 1
y.�� 7 track o eoa,sae iJa"oetween the roue.hub Batt Nylon w/Hardened w+.
of the tlaar and the avtsltle ed'e od tnz $Haft of Ten Boll Steel }l 1 I I +�".. ro.�� 7
roller ho;der which s set by w/Hardened Shaft wiln o \ BOLT&NUT �+ F
the pvsh nut. Minima,'Workable Shoff 4t f 1/4-20 x 5 B"Track Bolt a _
DETAIL J tengtn shown. & 1/4-2D
Hex wdsf+er Nat
Alternate Lack Crz Ii vncfwn 0 ver,
9 (2 for HariZok, & 2 tar ..y
j col Trtl Ckj
1 VTY V
i
gi Jamb Laad{ I—b Ladd = t/- 390 ms/ft toil B
T Min_ [[[ 1tl
of x of DETAIL H
t 'Ohtl E SCaI@S, P.E. (
IMPACT RESISTANT
Carrouion 9iexas Drive5007
_ Ftotido P.E. # 51737 l
i —VpTiCAL TRACK Professionoi Engineer sea' provided only for
2"Nam"aL 13 Ga Gowonizad Sleet WOOD JAMB F{- 174'3a• verTfcetian of wind land constructiac detals.
BOLT&WASHER The vertaai wood ramb footeaers DESCRIPTION:
X 1 5/8"Lag Bolt& 2"O.D.x 7/16" may be counter sank to provide a NOTE. details on some views omitted for C.Crtty.
LD. Flnt Washer fiat mo'nlin surface. See omb ,.>„'. IN 2.
HTSaa.a0a,2tNq.x6n&eau SERIES
g i Double end sties and end hardware may be A
A NOTE: Jamb bracket must be m direct contact attach.ent detals on sheet 3 far Y # $ HVHL wivb COAU SCCTIbNXC UGOK
w,tn the 2,5 (NO tlrywail ailawed).
attacnnq jambs to the structure- required ori Wider or heavier 000(s. E DESIGN MRFSSURF,4A6"320 nF
MARKS#0--NY-0dlbLl4t-0A.18.Cift}I7 SHM 2 O 3 MY, t3
SECTION 8-8 ,pN , 0411 CAN:t21114 t: MVS f
awe+tznr MODEl(B): See Sheat 3 ((
4 5 j 8 7 _
1 2 3 4 5 6 7 8
REVISIONS
An.I ml¢I IT I 10,010 not wTE
FASTENER TO CONTINUE a
PAST HEADER B nrvs o Isu Is
F F
1 2 X 6 GRADE 2 OR BETTER SOUTHERN
PINE JAMBS.
SEE CHART FOR WOOD JAMB ATTACHMENT m MlNmum Minimum Mexlmom alowaae
CI
TO BUILDING STRUCTURE. Structure Fastener Type Er. Il SACnW,SCert rL-slm
Min.2000 PSI Topton
1'OO wa1/4'er wl
Concrete sh
1.75 2.50 5.00 15 508
0 0
MNn.4000PSI Tappan 7M w/ 1,75 2,50 5.00 16 538
E OPENING —" — Ca-wrate ' t'OC washer E
0
HEIGFIT r "'I"I'rn19 a are'=w/ 1,5D 1.50 1.50 19 620
0
MAXIMUM ON SpuoN pill.Fir 3!S'Ulu III
l 1.50 1.50 1.50 14 482
CENTER SPACING 1 t/tl'OD washer
0
FIRST FASTENER 4"to 10"
ABOVE THE FLOOR NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better.
D
D OPENING J D
WIDTH MODEL NUMBERS
IIITHICK - Hr 60o SERIES MODEL NUMBERS AVAILABLE
I� 2"THICK - HT 700
0SSERiicS HT_14&2_14 SERIES
3"THICK — HT 800 SERIES
HT 16&2_16 SERIES
HT 32&2_32 SERIES
_-26 GA MIN EXTERIOR DDS OR Cs HT 33&2 33 SERIES
G. STEEL SKIN WITH G40 MIN.
GALVANIZED, BAKED—ON POLYESTER C
PAINT TOPCOAT. HT 10&2 10SERIES
MIN. YIELD: 25 KSI
HT_12&2_12 SERIES
f- SCA
HT_60&2 60 SERIES `���'I��c€►i}�• iii
26
GA MIN. INTERIOR CS STEEL SKIN HT_61&2 61 SERIES i
WITH 040 MIN. GALVANIZED, BAKED—ON No.51737
POLYESTER PAINT TOP COAT. HT 63&2_63 SERIES
MIN. YIELD: 35 KSI #
HT 64&2_64 SERIES �q� STATE OF ;QA-Zr
HT 70&2_70 SERIES •,F1ORtp.% ��.
B TONGUE AND GROOVE JOINT. HT 71 &2_71 SERIES //�SsIONIIII I II �` B
HT 72&2_72 SERIES
HT 73&2_73 SERIES John E Scutes, P.E.
FIRE RATED POLYURETHANE FOAM IMPACT RESISTANT 3121 Fairgale Drive
Nsu AnoN HT 74&2 74 SERIES Carrollton, Texas 75007
Florida P.E. # 51737
HT 80&2_80 SERIES
FL#17430.2 Professional Engineer seal provided only for
RIGID/FLEXIBLE PVC BOTTOM SEAL. HT 81&2_81 SERIES verification of wind load construction details.
HT 82&2_82 SERIES 16'2"HT 600.700,2000.R00&1100 SERIES
HVHZ W'ItiU LOAU SECTION:\LUOORA
ASECTION A-A 4SECTIONS SSECTIONS SSECTIONS TSECTIONS HT 90&2 90SERIES DESIGN'PRESSURE 148.0-5210 PSfSTRUT CONFIGURATION HT 900 SERIESO.:K'L-0NDLI9WW&'2HVI17 fNEFT:l OF 7 R[Y. H
P.;DESCRIPTION:
1'111/14 DRAWNDr: MVS
T."' I: See Sheet 3
2 3 4 5 6 8