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dopr { �¢"i Product Approval
7 USER:Public User
Produce-,Aoprovai Menu>1—jwt cr Anul,ca(Un Seprrz >Auul cVt r 1,,7>Application Detail
RECEIVED
FL# GFL16660-R7
Application Type Revision APR 16 2018
Code Version 2017
Application Status Approved
ST. Lucie County, Permitting i
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 12/31/2020
Validated By Kurt Dietrich PE
Validation Checklist-Hardcopy Received
Certificate of Independence ELI Sa 0 R/_-01 Cert [n S.ctes2017
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2012
ANSI/DASMA 115 2012
Equivalence of Product Standards
Certified By
LUSections from the Code
LL J
L Product Approval Method Method 1 Option D
1'Lf6C��0.R7_A� E_v_�IRept. r75.11cJf
Created by Independent Third Party:Yes
16660.12 12.PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 18'2"wide
R2410,C2411,C2415,C2460,
R2460,C2461,R2461,C2471,
R2471,02472,R2472,C2480,
R2480,C2481,R2481,C2482,
R2482,C2511,R2560,R2561,
R2571,R2572,R2580, R2581,
R2582
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16660 R7 II Wrndl-oad Install 5-ljj meRk_�_F�.S_
Approved for use outside HVHZ:Yes FI-16660 R7 11 WL-2000-0218-24-27L rG s odf
Impact Resistant:No Verified By:John E.Scates 51737
Design Pressure: +23.9/-26.7 Created by Independent Third Party:Yes
Other:Glazing is an available option for all the Pan Series Evaluation Reports
product listed but it does not meet the impact resistant FL1 Q QR7 AE EvalRept r7s_ df
requirement for windborne debris regions. Created by Independent Third Party:Yes
16660.13 FSe
HT 600, 700, 2000,800,&900 HT Series sectional Steel sandwich type garage door 9'2"
es wide
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R7 Il WindLoad Install Supplement rC Fl s pd(
Approved for use outside HVHZ:YesFS 14�fjQ-R7 11 WL 0¢(�i�(3 iQ O8 41 Si=rDF
Impact Resistant:Yes Verified By: John E.Scates 51737
Design Pressure: +41.1/-46.4 Created by Independent Third Party: Yes
Other: Evaluation Reports
f;f 16ti 0-_R7 AL_(vaIRQQt r7 �df
Created by Independent Third Party:Yes
16660.14 14. HT 500, 700, 2000,800,&900 HT Series sectional Steel sandwich type garage door 97"
Series wide
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLI 660 R7 11 Win ad In-,;U l Suunlen nt r _fL s.odf
Approved for use outside HVHZ:Yes 1-1.16660 R7 it WL-060Q-0110 08-41
_ _L IF s.Ddf
Impact Resistant:Yes Verified By:John E.Scates 51737
Design Pressure: +41.1/-46.4 Created by Independent Third Party: Yes
Other:Glazing is an available option for the 600, 700,2000 Evaluation Reports
&800 Series product only. It does meet the impact resistant I'L16.k00_g7 jE EvalReot-r75 pelf
requirement for windborne debris regions.Glazing is not an Created by Independent Third Party:Yes
available option for the 900 Series product.
16660.15 ) 15. HT 600, 700, 2000,800,&900 HT Series sectional Steel sandwich type garage doo
Series wide
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1600 RLIL Win�Load Install Supplement rC f ,vdl
Approved for use outside HVHZ:Yes f1,6bFr1_P7 tt WL-0S-rD s pdf
Impact Resistant:Xes Verified By: John E.Scates 51737
Design Pressure: +31.3/ 34. Created by Independent Third Party: Yes
Other: Evaluation Reports
_1.1b(U1,.V,,_AL_Cv lgept..r7s,pdf
Created by Independent Third Party: Yes
16660.16 16.HT 600, 700, 2000, 800,&900 HT Series sectional Steel sandwich type garage door 16'2"
Series wide
Limits of Use Installation Instructions
Approved for use in HVHZ:No 1 1 16660 R7 II WindLoad Install Supplement rC FL s pdf
Approved for use outside HVHZ:Yes F!.L6660 R7 Il WL-060(L01 49 08-31-3_ --_rF. s•p.df
Impact Resistant:Yes Verified By:John E.Scates 51737
Design Pressure: +31.3/-34.9 Created by Independent Third Party:Yes
Other:Glazing is an available option for the 600, 700,2000 Evaluation Reports
&800 Series product only. It does meet the impact resistant _L1V§S Q I.7 AC v�IRe 2t ]5-p(ff
requirement for windborne debris regions.Glazing is not an Created by Independent Third Party:Yes
available option for the 900 Series product.
16660.17 17. PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 9'2"wide
R2410,C2411,C2415,C2460,
R2460,C2461,R2461,C2471,
R2471,C2472,R2472,C2480,
R2480,C2481,R2481,C2482,
R2482,C2511,R2560, R2561,
R2571,R2572,R2580, R2581,
R2582
Limits of Use Installation Instructions
Approved for use in HVHZ:No 1 Lliibtiii Ri 11 t-Jindload Install SVQQIemQnt rC FL s,piIf
Approved for use outside HVHZ:Yes F 6O P.7 li WL-2000-0110-41-46-rD s-od
Impact Resistant:Yes Verified By: John E.States 51737
Created by Independent Third Party:Yes
1 2 3 4 j 5 6 7 1 8
NOTE: Track configuration above
Door Width 16'-2"Shown the door opening does not affect
F See chart below for other the wind load rating of the door. F
Top Bracket door widths
DETAIL A(sheet 2 of 3) Flag Bracket
. ....... .... Detail H(sheet 2 of 3)
SINGLE STEEL END STILE
16 Ga Galvanized Steel
E E
F Jamb Bracket
Detail F(sheet 2 of 3)
Slide Lock or Lock Bars
Door Height Detail G(sheet 2 of 3)
8'-0"Shown Manuel door locks ore
See chart required unless an automatic
operator is installed.
below for other 6e+/-3"
door heights
5q+/-3"
D .+/_3" D
r
247+/-3"
Bottom Bracket End Huge SWI&Strut Attachment Intermediate Huge 4"+/-3"
Detail C(sheet 2 of 3) Detail B(sheet 2 of 3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) 1 Q"+/-3"
This product has been evaluated per ANSI/DASMA 108-05 (and -12) for static air pressure. Jamb bracket quantities shown ore for use with grade 2 or better southern pine C
C This product has been evaluated per ANSI/DASMA 115-05 (and -12) for large missile impact and cyclic wind jambs. \`\"II(�I��'',
pressure. Supporting structural elements are to be designed by o registered professional �N S �/l
Model Number engineer for specific wind loads. \\
HT_60 8 2_60 SERIES Door Total#of Total#of Struts'fib NOTICE: `�\ y�GENrf�;�O //�
Height Sections Side These drawings are a supplement � ""••
HT_6182_61SERIES 6'-0' 3 4 5 to the installation instructions for 51737 , i
HT- &2_63 SERIES a standard door and only covers
HT_64&2_64 SERIES 6'-0' 4 5 5 those procedures that vary from = ;
HT 70&2_70 SERIES HT_10&210 SERIES 6'-3" 4 5 5 standard door installation. If
these specific procedures are not i 4 STATE OF
HT_71&2_71 SERIES HT 12$2 12 SERIES 6'S 4 5 6 followed, the door may not
HT 80&2_80 SERIES HT_72&272 SERIES HT 14$2_14 SERIES 6'-9' 4 5 6 perform os designed. % * \S\\ .
HT_81&2 81 SERIES HT_73&2_73 SERIES HT 16&2 16 SERIES T-(1' 4 5 8 /i/ cFsOR��.•�Q`\\
B HT_82&2 82 SERIES HT_74&2 74 SERIES HT 32&2_32 SERIES 7'-3" 4 5 6
HT_90&290 SERIES HT 900 SERIES wfo LrrEs HT_33&2_33 SERIES 7'-6' 4 5 6
Door Widths Desi n ressures End Center Center Center Impact T 6' 5 e s Digitally signed by John E.Scates P.E
Date:2017.09.291608:13-05'00' John E Scates, P.E.
Up To + Backers Soles HI SWes H Stiles HI Resrstanl 7'-9' 4 5 6 2560 King Arthur Blvd. Ste 124-54
10'-2" 49.7 -55.5 Single 2 2 1 1 2 2 NO 7'_g• 5 g g Lewisville. Texas 75056
12'-2' 41.5 -46.3 Single 2 2 2 2 2 z NO 8'-0" 4 5 g IMPACT RESISTANT Florida P.E. y 51737
14'-2" 35.7 -39.8 Single 3 3 2 2 3 3 NO 8� 5 6 6
16'-2" 31.3 -34.9 Single 3 3 3 3 3 3 YES FL#16660.15 Professional Engineer seal provided only for
Maximum section height is 24 in. verification of wind load construction details.
18'-2' 24.7 -27.6 Single: 3 3 3 3 3 3 NO
20'-2' 20.1 -22A Si 4 4 4 4 5 5 NO Maximum door height is 16 ft. YE6Cpr162"
All doors, even those above the tested height, 762"FiT 6a0,lab,2gp,FWd9le SERIES
10'-2" 31.3 -34.9 Single 2 2 1 1 2 2 YES are available with jamb brackets or commercial wwot.OAD SEcmoNAL DOOR A
A 12'-Y 31.3 34.9 Single 2 2 2 2 2 2 YES full angle. The mximum spacing of the jamb DFSIGN PRESSURE OU-34.9 PSF
14'-2' 31.3 -34.9 Single 3 3 2 2 3 3 YES brackets/track clips should be maintained. OYrr fillWLa1 "19a-0W"194 =11M t 9F 3 Rn. D
This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the JP7
MTE OI! ararzRla/M�11 tP: MVS
PSF required for any given site. M08EL(>h: SceSlleea3
1 2 3 4 5 6 8
1 2 3 4 5 1 6 7 8
PUSH NUT3
PUSH NUT 7/16- 24W END HINGE WBOTTOM
SCREW
7/16" Z See �� p 14 Go Galvanized Steel / Washer Head
° See DETAIL K for push nut placement. K for push nut "Dlrillin 4"3Hez
F � placement. g ( per Bottom Bracket) F
ADJUSTABLE TOP FIXTURE TEK SCREW .00 BOTTOM BRACKET
12 Go 1/4" x 3/4" Hex Washer Head TEK SCREW 13 Go Galvanized Steel
Self Drilling (2 per Bracket) 1/4" X 3/4" Hex Washer Head
TEK SCREW Self Drilling (6 per Hinge) PUSH NUT
1/4" X 3/4" Hex Washer Head 7/16-
Self Drilling (4 per Bracket) UU LOW HEADROOM TOP PUSH NUTSee DETAIL K for push nut
BRACKET 7/16" placement.
See DETAIL K for push nut
DETAIL A DETAIL B pl°Gement. DETAIL C SEAL
LOW HEADROOM
E 3TOP BRACKET E
24"_
-" 3 1/2" x 4" E STRUT
4 18 Go 50 KSI Minimum
INTERMEDIATE HINGE — Galvanized Steel
18 or 14 Go Galvanized Steel F—4n JAMB BRACKET
a
TEK SCREW 12 Go Golvanized Steel SLIDE LOCK or LOCK BARS
o Q o
SHex Washer Head 0 (not required with operator)
1� .2n O
Self
X 3/4" 9 Drilling (4 per Hin e
o
Z ° TEK SCREW
1/4" X 3/4" Hex Washer
D BOLT & NUT Head Self Drilling (4 per
NOTE: The location of the TEK SCREW 1/4-20 X 5/8" Carriage Slide Lock)
intermediate hinges is 1/4" X 3/4" Hex Washer Boll & 1/4-20 Hex Washer
DETAIL D
indicated by the toggle DETAIL E Head Self Drilling (2 per DETAIL F Nut (1 per Jamb Bracket) DETAIL G
lock dimples at the top of End & Intermediate Stiles
each section.
oa oo°aa NOTE: Details on some views omitted for clarity.
WITH AND
ao
WITHOUT BRACE 00 00 ° Double end stiles and end hardware may be
Q required on wider or heavier doors.
00 00 0 0
C a o 0 o Maximum 31.1O FLAG BRACKET \1111111/ C
° 1/2" 2 — Iwo
\\N S C
DETAIL K ROLLER BOLT 1 a \cE arFs���i
RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL - 5/16 x 5/8" Lo Bolt
COMMERCIAL For Standard, M h For Standard, Hi h here should be a 2' ..;minol
9 g (4 per Flog Bracket). No.51737
For Low Headroom & Vertical Lift & Vertical Lill space of maximum Eleven, Hall Nylon or _
1 2" between the roller Ten Boll Steel with BOLT & NUT * * Cr
With 2" Track and With 2" Track and With 3" Track and /
hub and the outside a Minimum Workable
Single End Stiles Single End Stiles Single End Stiles t 4-20 x 5/8" Track Bolt o STATES ,41 ZZ
edge of the roller Shaft Length Shown. /
holder Which is set by & 1/4-20 Hex Washer Nut jp0�;•, F ��;,•'\�\�
the push nut. (2 for Horizontal & 2 far // •.LORO
B ° DETAIL H Vertical Track) ,,�'�IO;L ���� B
110
o John E Scales, P.E.
1 THAN 1 3/4-, 2"&3" 2560 Kin Arthur Blvd. Ste 124-54
Mi°' POLYURETHANE PILLED DOOR SECTION MiO" 9
D °f 1" Minimal 26 Go Galvanized Panted Steel Skim °f 1" Lewisville, Texas 75056
IMPACT RESISTANT Florida P.E. # 51737
FL#16660.15 Professional Engineer seal provided only for
COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY verification of wind load construction details.
BOLT @ WASHER VERTICAL TRACK - 2"Nominal
For Standard, High & For Low Headroom With """5 16 x 1 5 8Log Bolt &2O.D. 13 Go Galvanized Steel tested. W000 JAMB
/ / 1a2"BT6a0,7a.2a0o.900&900SEM
Vertical Lift With 3" Track 3" Track and Double x 7/16-I,D, Flat Washer 3"Nominal 13 Go is also The vertical wood jamb WIND LOAD SECTIONAL DOOR
A and Double End Stiles End Stiles NOTE: Jamb bracket must be in approved as an alternate, fasteners may be counter sunk DESIGN PRFSSURF 131.N-34.9PSF A
ALTERNATE BOTTOM BRACKETS
direct `allowed W"" the 2x6 (No to provide a flat mounting
drywall allowed). surface. See jamb attachment NA�IN I�WL-060D•0I94-0B-3I-JS AlEF.2 K 3 �Et. D
NOTE: The bottom bracket tested (shown in DETAIL C) is the lightest bracket NOTE: The flat Washer is not required details on sheet 3 for attaching NO
Ul 4/4201d� Mi; MVS
available. for ongle mount. jambs to the structure. rum ele Oi5.1
m r r"an MODEL1i1: See Sheet 3
1 2 3 4 5 6 7 8
1 -- —Z -- 3 -- - 4 � 5 -- 6 -- 7 8
FASTENER TO CONTINUE
F PASTHEADER MODEL NUMBERS F
MODEL NUMBERS AVAILABLE
HT_14&2_14 SERIES
HT 16&2 16 SERIES
o
HT 32&2 32 SERIES
E E
HT_33&2_33 SERIES
HT_10&2 10SERIES
OPENING2 X 6 GRADE 2 OR BETTER SOUTHERN HT 12&2_12 SERIES
,//,u
HEIGHT PINE JAMBS.
SEE CHART FOR WOOD JAMB ATTACHMENT HT 60&2 60 SERIES
TO BUILDING STRUCTURE. HT 61&2_61 SERIES
o HT 63&2_63 SERIES
MAXIMUM ON HT 64&264 SERIES
CENTER SPACING
D HT_70 8 2_70 SERIES D
HT_71&2_71 SERIES
FIRST FASTENER 4•to 10' HT 72&2_72S ERIES
ABOVE THE FLOOR OPENING
WIDTH HT 73&2_73 SERIES
HT 74&2_74 SERIES
HT 80&2_80 SERIES
HT_81&2_81 SERIES
C HT_82&2_82 SERIES C
Building WOOD MBATTACHMENT O9eMh��M c—Allowable
HT_90&2 90 SERIES \\���� E" Jr
gCgT�////i
Fastener Type Dkmn-Spec6V SP>�, Load HT 900 SERIES �� �0 .�1cE►7aF•,0
MM.2500 PSI to Tapoon-(PLUS) 2 2.50 5.00 24 551
' ' ' '
4000 PSI Concrete 1/4'wi r CD washer No.51737
318'Lag w/
Southern Plne 1 118'OD washer 1.50' 1.50' 1.50' 24' 620 *. ,, `
4 STATE OF
Spruce Pine Ft
11 8'OD 9washer 1.50' 1.50' 1.50' 24' 482 %�O.t•••,F` \OP•' `��\�
B NOTE:2x6 mounted to the wall must be Southern Pine Grade 2 or better. //SS/ONA`�?\�\\ B
John , States, I'.h.
2560 King Arthur Blvd. Ste 124-54
Lewisville. Texas 75056
IMPACT RESISTANT Florida P.E. a 51737
FL#16660.15 Professional Engineer seal provided only for
verification of wind load construction details.
DESCIIVTIM
16 2'err 600,rot.2W.eco a 900 SERFS
WIND LIDAD SECTIONAL DDOR
A ; -, DESIGN PRESSURE+313-34.9 PSE A
�MYIISi IW W1 4600-0194.W31-35 110W.3 OF 3 tFY. D
It m C r14' M00EL(S): See Sheet 3
1 2 3 4 5 6 7 1 8