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d 1 Product Approval
USER:Public User
�po r�irh:r,!U}rn�ai PJ.nu>I_q��r nr.A1P1��L�ti._vrh>/yg,h_at nn >Application Detail
FL# FL16660-R7
Application Type Revis on
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Haas Door Company RECEIVED
Address/Phone/Email 320 Sycamore St.
Wauseon,OH(419)337-9900 SExt 243 67 SEP 12 2018
mschweitzer@haasdoor.com
Authorized Signature Mark Schweitzer
ST. Lucie County, Permitting
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
0 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 FI L6660 R7 C(�t C:ers of lnd ScaLr57077_,.p�f
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2012
ANSI/DASMA 115 2012
U.
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
2 3 4 5 6 7 8
Door Width 16'-2"Shown NOTE: Track configuration above
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)
e
E E
Jamb Bracket
Door Height Detail F(sheet 2 of 3)
Slide Lock or Lock Bars
7'-0"Shown Derail o(sheet 2of3)
+ r Monuol door locks are
See chart required unless an automatic
1 r operator is installed.
below for other • ss^+i-3^
door heights
5q+/-3"
D r
r
381"+/-3- D
Cl 22Z"+/-3"
r r r r
Bottom Bred et End Hinges Strut 8 Strut Atterhment Intermediate Hinge 4"+/-3"
Detail (sheet2of3) Detail B(sheet2of3) Detail E(sheet 2 cf 3) DetallD(sheet2of3) 1Of+/-3"
C This product has been evaluated
P per ANSI/DASMA 106-OS (and -12) for stone air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine \���� � 8^-•f����/
This product has been evolucted per ANSI/DASMA 115-05 (and -12) for large missile impact and cyclic jambs. \ �O' z
wind pressure. Supporting structural elements ore to be designed by a registered professional \\ ``Na�•�`� '�%
Mod Number engineer for specific wind loods. Z i
PAN c24s6aR24sosEfltEs � J No.51737
PAN C2410 a 82410 PAN 02461 a 82461 SERIES
PAN C2480 a R2480SERES PAN C2471 a 82471 SEREs Door Total#of Jamb B NOTICE:
Total#of Struts These drawings are " i
PAN C2487 aR24B1 PAN 02472 a 82472 SERIES PAN 02011 SERIES
Height Sections 4 r5 be supplement to the installation ��'� f3TAIE OF
PAN c24e2 aR24s2 PAN R2560 SERIES PAN C2015 SERIES instructions for o standard door ��0• �,
PAN 82580 SERIES PAN 82561 SERIES PAN C2411 SERIES 8'3" 4 4 5 and only covers those Pl-* •;�LOR�Q.•�Q\\\�
B 8'-8" 4 4 g procedures that vary from / 8 \
PAN 82581 SERIES PAN R2571 SERIES PAN C2415 SERIES 6'�" 4 4 6 standard door installation. If
/ BIONAV�' \ B
PAN R2582 SERIES PAN 82572 SERIES PAN 02511 SERIES these specific procedures ore
Door WId01sIslressures Center Center Cantor lmppaaC T-W 4 4 6 not followed, the door may not
Up To End Stile S les nes S s n s Stiles Hln e8 Reslstent 7'6" 5 5 7 perform as designed. John E Scotes, P.E.
10'-2" -55b Single 4 2 3 1 5 2 NO T-9° 5 5 7 2560 King Arthur Blvd. Ste 124-54
Lowisvilla• Texas 75056
12'-2" -46.3 Sin 5 2 5 2 5 2 NO 8'-0" 5 5 7 IMPACT RESISTANT Florida P,E./1 51737
-39.8 Singla 6 3 5 2 7 3 NO Maximum section height is 21 in.
-34.9 Single 7 3 7 3 7 3 YES Maximum door height is 16 ft. Professional Engineer seal provided only for
-27.6 Single 7 3 7 3 7 3 NO FL#16660.11 verification of wind load construction details.
All doors, even those above the tested height,
20.1 -22.4 Single 9 5 9 5 11 5 NO ore available with jamb brackets or commercial a thx BESCRMON.
31.3 -34.9 Sin le 4 2 3 1 5 2 YES full angle. The maximum spacing of the jamb 1srPAN 2aoaseRltsWIND LOAD
A brackets/track clips should be mointained. g} SECTIONAL DOOR
12'2" 31.3 -34.9 Single 5 2 5 2 5 2 YES 4<� DEs3OI:PRESSURE MX-3a9PSP A
14'x" 31.3 34a Single B 3 5 2 7 3 YES Digitally signed by John E.Scates P.E. n';f.,""k7�3""'0tI1WIMe11 -WL•2000414W1-M SHM I OF 3 e!R E
This product if designed and sold by PSF, The AHJ or Engineer of Record is responsible for determining the Date:2017.09.2915,42:35-05'00' mil—
r DATEUM 4137114 OIUVNnr MV5
PSF required for any given site. o nr kilo 1d98ELft Sce Shect3
1 2 3 4 1 5 6 7 8
F PASTENER TO
AST HEADER CONTINUE F
E MODEL NUMBERS E
MODEL NUMBERS AVAILABLE OPENING
HEIGHT 2 X 6 GRADE 2 OR BETTER SOUTHERN
PINE JAMBS.
PAN C2011 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
o
PAN C2410&R2410 SERIES
PAN C2460&R2460 SERIES FIRST FASTENER 4"to 10°
PAN C2461&R2461 SERIES ABOVE THE FLOOR OPENING
PAN C2471&R2471 SERIES WIDTH
PAN C2472&R2472 SERIES
PAN C2480&R2480 SERIES -
WOOD JAMB ATTACHMENT
PAN C2481&R2481 SERIES
C Bulidtng Fastener Type EmEedma,tt E MtC1,-C" TM.In C
PAN C2482&82482 SERIES sbuawre DMma.sPeoM9 spscrg Load
PAN R2560 SERIES
o oonle50- S. SC4}� //
aConcrete a�°o�WaslerPAN R2561 SERIES
W,
�p�
PAN R2571 SERIES 1118'ODwashet sot.sot.sozaazo �z�
PAN R2572 SERIES Spruce PineF1r 3f6
1 1l6''Lagwfwasher 1.so 1.so t.so 24 aez No.51737
OD 1
PAN R2580 SERIES =�t
PAN 82581 SERIES NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. i.0 $TATE OF
PAN 82582 SERIES /�0*�-PLOR10*
e // 88�OfG \\\ B
John E Scates, 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.
f. DESCRIPTIOR:
y _ 16 1•PAN 1000 SERIESWIND LOAD
a SECTIONAL DOOR
A s E•E DESIGN PRESSURE 131-V.34.9 PSV A
��-r"'r+'� •i OMWRIO NO.:WL-2000-0194.31.35 I RNEM 3 OF 3 REV. E
•>In hewn.
DATE ORN: 4117114 1 OMWNIW NIVS
,—M C."%M4�r MODEL(S): Scc Shect 3
1 2 3 4 5 6 7 8
2 3 4 5 6 7 5
PUSH NUT TEK SCREW
-END STILES PUSH 24" END MINGE 1/4" X 3/4" Hex Washer Head
16 Go Galvanized Steel See Efp AIL K for push nut 14 Go Galvanized Steel Self Drilling {3 per Bottom F3rocket}
O placement. TEK SCREW F
PUSH NUT BOTTOM BRACKET
7/16" TEK SCREW 1/4" X 3/4" Hex Washer Head 13 Go Galvanized Steel
Sea TAI K for push nut a Self Drilling (6 per Hinge) p
7 4 X 3 4 Hex Washer Head fl §
placement. f " /"
ADJUSTABLE FOP FIXTURE Self Drilling (2 per Bracket) NOTE: This screw should PUSH NUT
° V' 12 Ga o be located below the prepunched 7/16"
q § LOW HEADROOM TOP hole and go through the hinge, See DETAIL for push nut
TEK SCREW 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 A LOW HEADROOM DETAIL B See DETAIL for push nut DETAIL C
placement. E
E 23et TOP BRACKET 3 1/2" x 4" E STRUT
4 PSelf
TERMEDIATE STILE 18 Go 50 KSI Minimum
Go Galvanized Steel Galvanized Steel
JAMB BRACKET
12 Go Galvanized Steel SLIDE LOCK or LOCK BARS
INTERMEDIATE HINGE S7�I (not required with operator)
18 or 14 Go Galvanized Steel a2 o TEKSCREW
if4"X 3f4" Hax Washer
TEK SCREW BOLT & NUTHeod Self gr Ming (4 per p
1/4" X 3/4" Hex Washer Head 1/4-20 X 5/8"Corfaga Slide Lack)
Drilling (4 per Hinge) TEK SCREW 1/4" X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer
DETAIL D DETAIL E Head Sell Drilling (2 per DETAIL F Nat (I per Jamb Bracket) DETAIL G
End & Intermediate Stiles)
o�aNOTE:: Details on some views omitted for clarity.
amrVaTH ANDD ao 00 iI�( ° Double end stiles and end hardware may be
o a a �� required on wider or heavier doors.
C ° a o a Maximum i (._31" FLAG BRACKET C
1/2" 2 IMF
° a ° DETAIL K ROLLER BOLT .� �ti61►"se'•.
RESIDENTIAL & LIGHT COMMERCIAL COMMERCIALDiameter Nominal 5/16 x 1 5/8" Log Bolt
There should be a 2"
COMMERCIAL For Standard, High For Standard, High (4 per Flog Bracket). t' 410.51
For Low Headroom & Vertical Lift & Vertical Lifte
space of maximum Eleven Boll Nylon or
1/2" between the roller Ten Boll Steel with +
With 2" Track and With 2" Track and With 3" Track and BOLT & NUT '+
hub and the outside a Minimum Workable i ; STA
Single End Stiles Single End Stiles Single End Stites edge of the roller Shaft Length Shown. 1/4-ZO X 5/8"Track Bolt �"t'�,, •, �
holder which is set by & iJ4-20 Hex Washer NutF1OR101%
a the push nut. (2 for Horizontal & 2 for r•�p'•..,,,",.•
B a DETAIL H vertical Track)
a Min. ODOR SKIN Min. John E Scales, P.E.
of 1" Minimal 25 Go Gol—had Pointed Stool of f' 2560 King Arthur Blvd. Ste 124-54
Lewisville. Texas 75056
0
IMPACT RESISTANT Florida P.E. # 51737
° a a
° o a a Professional Engineer seal provided only for
—
FL#16660.11 verification of wind load construction details.
VCOMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY
For Standard, High & For Law Headroom With BDLT z ViASHER VERTICAL TRACK-2`Nomnaf wood 7AM. fid'' ',wta, e��Osi Pax 000stHlDcwtNntnan
5/16'x 1 5/8"Log Bolt&2"O.D. f„,;,,
Vertical Litt With 3” Track 3" Track and Double 13 Go Galvanized Steel tested. The vertical wood jamb ,".i M SBCiIONAL DOOR
x 7/16"I.D.Flat washer A
A and Double End Stiles End Stiles 3"Nominal 13 Go is also fasteners may ba counter sunk ;zry f." DEMGNPMSLRR-r3I.-3a9PsF
ROTE: Jamb bradtot must be in approv°d as an atiereate. i3�r- .C�,+.r."-
ALTERNATE BOTTOM BRACKETS to face.o a flat mounting aUWMvgz WL"004141dIJS 3HEp2oF3 LCR 8
tlhoct contact with the 2x6(No !N+>"'+ =""'��^`
dryao11 bond).
surface. See jt 3 attachment attaching
NOTE:The bottom bracket tested(shown In DETAIL C is the lightest bracket NOtE:7ha flat washer is not required details on sheet 3 for attaching yxsy,� WTE 41f7tt4 a1GMIHM htYS
avrolobla. for angle mount, jambs to the structure. ce�x t MODEL($). See Shcet3
2 3 4 5 6 7 8
&800 Series product only but it does not meet the Impact FL1(-inO P7 AE Eva.IRept�_jj.(Lf
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 =1.16660 RI 11 WindLoesl Insall 5uo0gment W FI_s.odF
Approved for use outside HVHZ:Yes FL16660 R7_11 WI--(1{700-021OS-30.34-rt=s.p if
Impact Resistant:Yes Verified By:John E.Scates 51737
Design Pressure:+30.0/-33.9 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL766O R7 AE EvalRenl r7sJxlf
Created by Independent Third Party:Yes
16660.8 08.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,
112560,112561,R2570,112571,
R2572,R2580,R2581,R2582
Limits of Use Installation Instructions
Approved for use in HVHZ:No EL 1-6 Ci CL R7 1 L Wm(LL ga(I Inc at II Sul�len�nt rC FI_ sA(f_
Approved for use outside HVHZ:Yes Fl-7f 6(i R7_II,_W�- 0 - 11Q.J5_7�1_-rF s,n,if
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 FI.16660 R7 AF EvalRenl 17s.)df
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,
112560,112561,112570,112571,
R2572,R2580,R2581,R2582
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL76660 R7 11 WindLpad Install Pi- s.Llf
Approved for use outside HVHZ:Yes FL16660 117 11 WL.-2000-U7 70-35-39-rE a.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
FI-166L,0 R7 AF EvalRepj 07sj)df
Created by Independent Third Party:Yes
16660.10 10.PAN C2011,C2015,C2410, PAN Series sectional pan type garage door 167"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 FI,1Ff)6f1 117 11 Win ad install Sup i ri Qnt_rC Fl,_5.15d.f
Approved for use outside HVHZ:Yes FL10660 117 II 1Nt_-7.000 0194-2a-271_- s df
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 FlR7 Ar. r7c�f
requirement for windborne debris regions. Created by Independent Third Party:Yes
16660.11 11.PAN C2011,C2015,C2410, PAN Series sectional pan type garage do16'2"wide
R2410,C2411,C2415,C2460,
R2460,C2461,R2461,C2471,
R2471,C2472,R2472,C2480,
R2480,C2481,R2481,C2482,
112482,C2511,112560,112561,
R2571,R2572,R2580,R2581,
R2582
Limits of Use Installation Instructions
Approved for use in HVHZ:No EL1 (,(i0 117 ii Wind-pad Insall SuipiPme71 r(- FI-
s.pdf
Approved for use outside HVHZ:Yes If WL-2Q0(1-01 37=3;,=rF s.J�r11
Impact Resistant Verified By:John E.Scates 51737
Design Pressure: 31.3/ 34.9 Created by Independent Third Party:Yes
Other: Evaluation Reports
MARTIN COUNTY BUILDING DEPARTACM
900 SE RUHNKE STREET
' STUART,FL 34994
(772)28811916
(772)28M911
GARAGE DOOR DESIGN PRESSURES
TABLE 1609.3.1
WIND SPEED CONVERSIONS',b,q
V,,,, 100 110 120 130 140 150 160 170 180 190 200
V.,, 78 85 93 101 1 108 116 124 132 139 147 15S
For SI: I mile per hour=0.44 m/s.
a.Linear interpolation is permitted.
b. V.,=nominal design wind spend applicable to methods specified in Exceptions I through 5 of Section 1609.1.1.
c. V,,,,=ultimate design wind speeds deturained from Figures 1609A,1609H.or 16090.
TABLE 1609.7(1)
NOMINAL(ASD)GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET
LOCATED IN EXPOSURE B(PSF)r,s.44a
ULTIMATE DESIGN WIND SPEED(VJ DETERMINED IN ACCORDANCE WITH SECTION
-160"(MPH-3 SECOND GUST)
Wldth Wool 100 MPH 110 MPH 120 MPH 130 MPH 140 MPH 1S0 MPH 160 MPH 1170' 180 MPH 190 MPH 200 MPH
(ft) (ft)
Roof Angle 0-10 dogreft
8 8 8.7-9.8 105-11.9 12.5-14.2 14.7-16.6 17.1-193 19.6-22.2 223-25.2 25.1-285 28.2-31.9 31.4-353 34.8-39.4
70 10 8.4-9.4 102-11.4 12.1-13.6 14.2-16.0 16.5-18.5 IBS-212 215-24.2 24.3-273 273-30.6 30.4-34.I 33.7-37.8
14 14 8A-8.9 9.7-10.8 115-12.8 135-15.0 15.7-17.4 18.0-20.0 20.5-22.8 23.1-25.7 25.9-28.8 28.9-32.1 320-35.6
Root Angle >10 dsgnme;
9 7 9.6-10.9 11.4-I29 13.7-155 16.1-18.2 185-20.9 21.3-24.1 24.3-27.5 27.6-312 30.6-34.6 34.2-38.6 38.0-43.0
9.2-10.3 10.9-12.2 13.1-14.6 155-17.2 17.7-19.7 20.4-227 23.3-26.0 26.4-29.4 293-326 327-365 36.4-40.6
78 MPH 85 MPH 93 MPH 101 MPH 108 MPH 116 MPH 124 MPH 132 MPH 139 MPH 147 MPH 155 MPH
For SI:I foot=304.8 mm,I mileper hour=1.6%lan/h,l psf=47.88 Me.
Nominal Design Wind Speed(Vesd)converted firm Ultimate Design Wind Speed per Section 1609.3.1
1.For effective areas or wind speeds between those given above the load may be interpolated,otherwise use the load associated with the lower effective area.
2.Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in Table 1609.7(2)
3.Plus and minus signs signify pressures acting toward and away from the building surfaces.
4.Negative pressures assume door has 2 feet of width in building's end zone.
5.Table values include the 0.6 load reduction factor.
TABLE 1609.7(2)ADJUSTMENT FACTOR FOR BUILDING R612A,I Garage door labeling. Garage doors shall be
HEIGHT AND EXPOSURE,(b) labeled with a permanent Iabel provided by the garage
MEAN ROOF HEIGHT(feet) EXPOSURE door manufacturer. The label shall identify the garage
11.111 9 C D door manufacturer,the garage door model/series number,
0`1, 1.00 1.21 1.47 the positive and negative design pressure rating,indicate
20;1 1.00 1.29 1:35 impact.rated if applicable, the installation instruction
25 1.00 1.35 1-1.61 drawing reference number, the Florida Product Approval
or Miami-Dade Product Approval number if applicable,
30 1.00 1.40 1.66 and the applicable test standards.The required garage door
35 1.05 1.45 1.70 components for an approved garage door assembly may be
40 1.09 1.49 _ 1.74 indicated using,a checklist form on the label.N a checklist
format is used on the label,the door installer or the garage
45 1.12 1.53 1.78 door manufacturer shall mark the selected components on
50 1.16 1.56 1.81 the checklist that are required to assemble an approved
55 1.19 1.59 1.84 garage door system..The installation instructions shall be
60 L1.22 1.62 1.87 provided and available on the job site.
FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014)