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RECEIVED
`* FL# FL16660-R7
Application Type Revision
Code Version 2017 JAN 17 2018
Application Status Approved
ST. Lucie County, Permitting
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
W 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
U. Validation Checklist- Hardcopy Received
Certificate of Independence FL16660 R7 COI Cert of Ind Scates2017 s.od
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2012
ANSI/DASMA 115 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
&800 Series product only but it does not meet the impact �'_1 t6ut,Q_I_I_ k_.t=v7lRept r7s.pdf
resistant requirement for windborne debris regions.Glazing Created by Independent Third Party:Yes
is not an available option for the 900 Series product.
16660.7 07. HT 600, 700, 2000,800,&900 HT Series sectional Steel sandwich type garage door 18'2"
Series wide
Limits of Use Installation Instructions
Approved for use in HVHZ:No i-LjzL QQ.g7._11 vj,3 oad lnskall Suuulement rC_FI S-2 f
Approved for use outside HVHZ:Yes F116660 117 1I_WL 60Q-9 I1 008_3�C_34-rE s-Ddf
Impact Resistant:Yes Verified By:John E. Scates 51737
Design Pressure: +30.0/-33.9 Created by Independent Third Party: Yes
Other: Evaluation Reports
F_L166ti� R/_AE Ev�IRe�[_r/s;Ixl
Created by Independent Third Party: Yes
16660.8 08. PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 97'wide
R2410,C2411,C2415,C2460,
R2460,C2461,R2461,C2470,
R2470,C2471,R2471,C2472,
R2472,C2480,R2480,C2481,
R2481,C2482,R2482,C2511,
R2560,R2561,R2570,R2571,
R2572,R2580,R2581,R2582
Limits of Use Installation Instructions
Approved for use in HVHZ:No Fl7C _ 117.11 Wil 1�Q lnskall Suuolem�r�L1S FL S.Ddf
Approved for use outside HVHZ:Yes F.�1¢(�Q_R7- 11_Wl,?OOQ=�1 IG-J_5,7$l�r_F s.odf
Impact Resistant:No Verified By: John E.Scates 51737
Design Pressure: +24.8/-28.0 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 1-_LL(6,0 R7 AE Fv,alReor r76.pdt
requirement for windborne debris regions. Created by independent Third Party: Yes
16660.9 09. PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 9'2"wide
R2410,C2411,C2415,C2460,
R2460,C2461,R2461,C2470,
R2470,C2471,R2471,C2472,
R2472,C2480,R2480,C2481,
R2481,C2482,R2482,C2511,
R2560,R2561,R2570,R2571,
112572,112580,112581, 112582
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16660 R7 I1 Win(lLoad lnskall SUI)Dlgm�ik. rC.._�L_�gdf
Approved for use outside HVHZ:Yes F1,I6660 R7 11 WL-2000-0110-35-34-rE s odf
Impact Resistant: No Verified By: John E.Scates 51737
Design Pressure:+35.0/-39.0 Created by Independent Third Party: Yes
Other: Evaluation Reports
f lL1( --f_R__RAF-(ydlReQt
Created by Independent Third Party: Yes
16660.10 10. PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 16'2"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 FAA 16(z6ji117--!Lw 111 Ll n rI FL-s,pdt
Approved for use outside HVHZ:Yes FL16660 R7 lI WL 2000-0194-24-27C rF s.udF
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 r 1.-16§b0 p_7 At`_F_.v_dlk1iLrls-i df
requirement for windborne debris regions. Created by Independent Third Party:Yes
16660.11 11, PAN C2011,C2015,C2410, PAN Series sectional pan type garage do 16'2"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,
112582
Limits of Use Installation Instructions
Approved for use in HVHZ: No 1 17o_E k_7 li_Vin Loyd Ir rLiLPRI_rC_f
Approved for use outside HVHZ: Yes FI_IC i¢Q R7 (L(k WL 700 01 4 3!_}�_rE s.odf
Impact Resistant:Yes Verified By: John E.Scates 51737
Design Pressure: 1.3/- 4.9 Created by Independent Third Party: Yes
Other: Evaluation Reports
1 2 3 4 51 6 7 1 8
Door Width 16'-2"Shown NOTE: Track configuration above
the door opening does not affect
IF - See chart below for other - the wind load rating of the door. F
Top Bradket door widths
DETAIL A(sheet 2 of 3) Bradcet
Detai H(sheet 2 of 3)
E E
Jamb Bracket
Detail F(sheet 2 of 3)
Door Height / Slide Lock or Lock Bats
7'-0"ShownDetailG(steed2d3)
Manual door locks are
See chart required unless an automatic
below for other operator is installed.
door heights ,
54'+/-3"
D — � 38j"+1-3" D
' Tj
;
222"+/_3'
Bottom Bradket End Hinges strut S strut Anadwnent Intermediate Hinge 4"+/-3"
Detail C(sheet 2 of 3) Detail B(sheet 2 of 3) Detail E(sheet 2 d 3) Detail D(sheet 2 of 3) 10q"+/-3"
C C
This product has been evaluated per ANSI/DASMA 108-05 (and -12) for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine `\\\ �, sfs.
This product has been evaluated jambs. \ ""1 /
p per ANSI/DASMA 115-OS (and -12) for forge missile: impact and cyclic \\ •'pENd••. //
wind pressure. \ •`\.\ E
Supporting structural elements ore to be designed by o registered professional
Model Number engineer for specific wind roods. No.51737
PAN C2460 8 R2460 SERFS
PAN C2410&R2410 SERIES PAN C2461 b R2461 SERIES —
Door Total#d Jamb B NOTICE: *; "
PAN 024808 R2480 SERIES tl
PAN C2471AR215ERE5 Hei t Sections Door Struts per$kle These drowings area .p:, STATE OF
PAN C2481882481 SER PAN 024728 R2472 SERIES PAN C2011 SERIES supplement to the installation i " �
PAN 02482 s R2482 SERIES PAN R2560 SERIES PAN C2015 SERIES 6'-T 4 4 5 instructions for o standard door jpQ�` 0*;�_►\�
6'-3" 4 4 5 and only covers thosePAN R2580 SERIES PAN 1 SERIES PAN C2411 SERIES ;o/,/,,
PAN R25811 SERIES PAN 82571 SERIES PAN C2415 SERIES 6'-6' 4 4 6 procedures that vary from s�O "-` \\\\ B
B standard door installation. If //// NA \\\\
PAN R2582 SERIES PAN 82572 SERIES PAN C2511 SERIES �-9" 4 4 6 these specific procedures are Iiflll\ `
Door Wldft Design Pressures Center Center CenterImpad 7'-0" 4 4 6 not followed, the door may not
Up To + End Stle SlSes H stiles HI Stlles Hinges Resistant 7 8' S 5 7 perform as designed. John E Scates, P.E.
2560 King Arthur Blvd. Ste 124-54
10'-2' 49.7 -55.5 Single 4 2 3 1 5 2 NO T-9' 5 5 7 Lewisville, Texas 75056
12'-T 41.5 -46.3 Single 5 2 5 2 5 2 NO F--o,-(r--T-- 5 7 IMPACT RESISTANT Florida P.E. k 51737
14'-2' 35.7 -39.8 Single 6 3 5 2 7 3 NO Maximum section height is 21 in.
16'-2' 31.3 -34.9 Si 7 3 7 3 7 3 YES Professional Engineer seal provided only for
Maximum door height is 16 ft. FL#16660.11
18'-2' 24.7 27.8 Single 7 3 7 3 7 3 NO All doors, even those above the tested height, verification of wind loud construction details.
20'-2' 20.1 -22.4 Single 9 5 9 5 11 5 NO are available with jamb brackets or commercial 6ESCIII"ON:
10'-2" 31.3 -34.9 Sin 4 2 3 1 5 2 YES full angle. The maximum spacing of the jamb 16'2"PAT 2000 SERIES WIND LOAD
A brackets/track clips should be maintained. SE(noNAL DOOR A
12'-2' 31.3 -34.9 Single 5 2 5 2 5 2 YES DESIGN PRESSURE 431.3-34.9 PSF
14'-2" 31.3 -34.9 1 Single 6 3 5 2 1 7 3 YES I Digitally signed by John E.Scates P.E. IIAIIII II.:WL-2000-0194-31.35 I fIIIB 1 OF 3 III. E
This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining theMTII! 4117'14 JIUMfIr MVS
PSF required for any given site. Date:2017.09.29 15:42:35-05'00' a��
s t�Frrrn4 MOOEL(S): See Sheet 3
1 2 3 4 5 6 7 T 8
1 2 3 4 5 6 7 1 8
END STILES PUSH NUT7/16• 241 TEK END HINGE 1/4' XCREW
3/4" Hex Washer Head
16 Ga Galvanized Steel See DETAIL K for push nut 14 Go Galvanized Steel Self Drilling (3 per Bottom Bracket)
IF PUSH NUT placement.
7 16" TEK SCREW BOTTOM BRACKET F
/ 1/4" % 3/4' Hex Washer Head
See DETAIL K for push nut TEK SCREW ° Self Drilling (6 per Hinge) 13 Go Galvanized Steel
placement. 1/4" X 3/4" Hex Washer Head ® A
ADJUSTABLE TOP FIXTURE Self Drilling (2 per Bracket) NOTE: This screw should Fl
12 Ga j] o be located below the prepunched PUSH NUT
0 8 hole and o through the hinge, 7 16
TEK SCREW LOW HEADROOM TOP a g g See TAI K for push nut
BRACKET end stile and skin edge. placement.
1/4" x 3/4' Hex Washer Head PUSH NUT BOTTOM SEAL
Self Drilling (4 per Bracket) ° 7/16"
DETAIL ALOW HEADROOM DETAIL B See DETAIL K for push nut DETAIL C
E TOP BRACKET placement. e
24w 138 1Go 50x 4" E STRUT
KSI Minimum
INTERMEDIATE STILE
16 Go Galvanized Steel Galvanized Steel
4" JAMB BRACKET
12 Go Galvanized Steel
SLIDE LOCK or LOCK BARS
° ° INTERMEDIATE HINGE I11tt1�J1V1��+ o (not required with operator)
18 or 14 Ga Galvanized Steel 1� 32
1w O
0 °
a TEK SCREW
,1
TEK SCREW BOLT & NUT 1/4' X 3/4" Hex Washer
1/4" X 3/4" Hex Washer Head 1/4-20 X 5/8" Carriage Head Self Drilling (4 per D
Self Drilling (4 per Hinge) TEK SCREW Bolt & 1/4-20 Hex Washer Slide Lock)
1/4" X 3/4" Hex Washer
11
DETAIL D DETAIL E Head Self
Drilling
(2Spies) DETAIL F Nut (I per Jamb Bracket) DETAIL G
End dt
00 oao NOTE: Details on some views omitted for clarity.
WITH ANa
°� WITHOUT BRACE 00 00 ° Double end stiles and end hardware may be
0 o QQ required on wider or hecvier doors.
0 0
C ° 0 0 o Maximum L 1„
3— FLAG BRACKET \\\11((11//// C
RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL DETAIL K ROLLER BOLT ��GffNaF•F�4
COMMERCIAL For Standard, High For Standard, High There should be a 2" Diameter Nominal 5/16 X 1 5/8" Log Bolt
For Low Headroom & Vertical Lift & Vertical Lifte space of maximum Eleven Ball Nylon or (4 per Flog Bracket). � ,, No.51737 ,
1 2" between the roller Ten Boll Steel with
With 2" Track and With 2" Track and With 3" Track and � BOLT & NUT �*(,
Single End Stiles Single End Stiles Single End Stiles hub and the outside a Minimum Workable 1
9 9 9 1/4-20 % 5/8" Track Bolt 4 STATE OF
edge of the roller Shaft Length Shown. W�
holder which is set by & 1/4-20 Hex Washer Nut ��0'•" P \2\�
2 for Horizontal & 2 for �j �, •.�ORt�. Q \
B ° the push nal. DETAIL H Vertical Track) /�//�SS�ONA;�?��`\ B
0 Mi^, DOOR SKIN Min. John E Scales, P.E.
of 1" Minimol 25 Go GoN-:l cl Pointed Steel of 1' 2560 King Arthur Blvd. Ste 124-54
a Lewisville• Texas 75056
a ° ° IMPACT RESISTANT Florida P.E. # 51737
° #1666D.11 Professional Engineer seal provided only for
FL COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY verification of wind load construction details.
For Standard, High & For Low Headroom With BOLT&WASHER tEiCWi101�
5/16'% I 5/6"Log Bolt& 2"O.D. VERTICAL TRACK – 2'Nominal WOOD JAMB 16'2"PAA 21X0 SERIES WIND LOAD
Vertical Lift With 3" Track 3" Track and Double 13 Go Golvonized Steel tested. The vertical wood jamb SE('TIONAL tx)M
x 7/16"I.D.Flat Washer 1
A and Double End Stiles End Stiles NOTE: Jamb bracket must be in 3' Nominal 13 Go is also fasteners may be counter sunk DESIGN PRESSURE�31-3-34.9 PSE A
ALTERNATE BOTTOM BRACKETS direst contact With the 2x6 (No approved as an alternate. to provide a flat mounting nu1MM WL,2000-019431-35 TV:2OF3 REv. E
tlryVloll°II°Wetl). surface. See jamb attachment
NOTE: The bottom bracket tested (shown in DETAIL C)is the lightest bracket NOTE: The we washer is not required details on sheet 3 for attaching sy�� M71M! 4117'14 M1rY�'!: MVS
available. for angle mount. jambs to the structure. t:s Lii� Mlttl��(�: See Sheet 3
1 2 3 4 5 6 7 1 8
1 2 3 4 5 6 7 8
FASTENER TO CONTINUE
F PASTHEADER F
o
0
E MODEL NUMBERS E
o
MODEL NUMBERS AVAILABLE OPENING 2 X 6 GRADE 2 OR BETTER SOUTHERN_zt,
HEIGHT PINE JAMBS. o
PAN 02011 SERIES SEE CHART FOR WOOD JAMB ATTACHMENT
PAN C2015 SERIES TO BUILDING STRUCTURE.
PAN C2411 SERIES
PAN C2415 SERIES MAXIMUM ON
D PAN C2511 SERIES CENTER SPACING D
PAN C2410&R2410 SERIES
PAN C2460&R2460 SERIES FIRST FASTENER 4-to 10'
PAN C2461&R2461 SERIES ABOVE THE FLOOR OPENING
PAN 02471&R2471 SERIES WIDTH
PAN C2472&R2472 SERIES
PAN C2480&R2480 SERIES _ WOOD JAMB ATTACHMENT
PAN C2481&R2481 SERIES
C PAN 02482&R2482 SERIES see vva EMm �n MYbnun MHnun MWnun AN—bb C
Fastener T JE on awr on C-siv Terebe
DrMn�. Spacm Sp" LOW ��\11111111////
PAN R2560 SERIES 2• 2.s0• 5.00• 24• 551 \\� E• gCgp///
Mh.2500 PSI b Tapeon�(PLUS) \ /
PAN R2561 SERIES 4000 PSIConara» 114 wit o�wasnar ,\
O,•1GENd t4 I
PAN R2571 SERIES Saudrem Pine1 1ra8"Lag w//1 .50' 1.50• 1.50• 24• 620 `" F i
PAN R2572 SERIES Spruce Film Fir 3r6•Lag w/ 1.50 1.50 1.50 za 482 _ No.51737
1 1/8 OD washer ,
PAN R2580 SERIES =* —
NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. i.p. STATE OF
PAN R2581 SERIES
PAN R2582 SERIES �i0�` '•FLOR�OP'p�2��
B 0? \`` B
John E Scales, P.E.
2560 King Arthur Blvd. Ste 124-54
Lewisville. Texas 75056
IMPACT RESISTANT Florida P.E. # 51737
FL#16660.11 Professional Engineer seal provided only for
verification of wind load construction details.
dEECq�110M:
16 2-PAN 1000 SERIES WIND LOAD
SEC110NAI.DOOR A
A DESIGN PRESSURE x313,-34.9 PSF
11MU IIL-WL-2000-0190.31.33 I SWEr 3 OF 7 FIEV, E
JP7
MTE If 4/17/14 MMI►: MVS
MODELP See Sheet 3
2 3 4 5 6 1 8