HomeMy WebLinkAboutProduct Approval M'-°^'
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9CI$Rome, i bop ln, User:Reg(stratlon . 'Not Iop;cs.i'.$ubmlt 5urchOrge: :staK&:F44s i POWPtions;!: FPC StW; %IS sIte:Mdp 41nks: i S.4r6 s
d:b OxiProduet.Approval-' USER Public User _ _
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APPI(cadoti::OEtail. .
.FL#'- FL16660 R7`.- RECEIVED
Applicdtion Type Rev s on
Lode:'version-
Application Status- Approved AUG 8
cornments, ST.-Lucie county, Permitting
Archived
Product Manufacturer :Haas Door Company
A*ddrgWP.:hone%Emaq 320 Sycamore:_St,,
Wauseon;•RH 43557
(4 9)837�99a0 Ext 243:
:mscbweitnr@h aasdoo e,eom
Authorized Signature Mark Schweitzer
mschweitzer.@haasdo6r.c6m - -
7'ectinical'Representative
Address/PhonefEmall?
Quality Assurance Representative
Address/Phone%EmaiC
.Category Exterior 600�s
:Subcateg.ory, Sectional Exterior DOor Asseiri*es
Compliance.MethodEvaluation.Report from:a Florida:kegistered Architect or_a:Licensed
'Florida Professional Englnee
Evaluation Report>Hardcopy Received
-Florida Eriglneer orArchitect Name who developed John;E Scates "
ahe Evaluation.Rep_ort.
Florida License PE-51737
Quality Assurance Entity Architectural Testing;:Inc.
Quality.ASsurance Contradt Expiration Date; 12131/2020
Validated,by. Kurt Dietrich:.P..E'
Validation Checklist-Hardcopy Received:
Certificate aF independerice FLI6 G0 R7'C E ert.gf ind:5cetes2017.s:tidf
Referenced Standard and;Year(of:Standard) Standard Year
A(J5T/DgSMA:1.08 2011
ANSI/DA SMA 1;Y5' 2Q3'Z
EqulGalence of'Product Standards
Certified B`y:
Qj
Section's from the:Code
Peod.UctApprov"al Method. Method V00tionb
'0.800 Series product only:but it does-not meet the impact FJ 1 ,60 11:7 .AEEyaiFteot r7s f
resistant requirement for wtndborne.debris regions Glazing Erected by Indeperideot.Third Party;Yes',
isnot-an ovallabieoption`for,the:900 Series product..
16666:7: 07,HT 600,700;2000;800 &_900 :H.T,Series sectional-Steel sandwich.type garage door 18'2"
;Series: wide
LiMilts of'use: Installation instructions
Approved for use In HV.HZs No FLSGfi60 117..Ii N7ind aa(I fnstilL?uoa men`rC' E s > f
Approved.foruse ouWde_ HVHZ::Yes JrU of:R7 .I1 W14),sQ,602::: 0.4411 tFz S,0df
Impact Resistant:Yes Verified By:john E':Scates 5.1737
Design Pressures 130,07=33.9; Created:by.indepeiWent Third Party:Yes
Other:' 0ailuation Reports
X16660:Ri :AP Eve g7t r75 df>r
Created by'IndependentThi.rd.Party:Yes
16:6.60,8, 081 PAN:C201 C201S;02410,= PAN Series sectionalparn type garage door 92p Wide.
R2410,.C2411,C2415,C2460'
0460,C24611 R246',:C2470}
82470 C2471,112471,C 7'2,
R2472,62480,R2480,02481,
112481,C2482,11248.2,0251%.
R2560,112561,1125M,:112571,
112572,82580,R2581,R2582
Limits:of Use ;Installation Instructions
Approyed,for useIn HVHZ;No 66 R•-t•'l1 Windwal_I,jR1SM1 SV,.pR1_e
Approved for,use outside'.HV.NZ;•Yes E1111?fiQ_.R L "140 OL01. i�ta
Impact Resistant:No VerF.fled,By:.John E.,Scates 51737
Design Pressure:+24.:8/-28.0. .Created by Indepeodent'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_ FLIA660 R7 AF Fv61aeptr7s:bdf
requrementfor.windborne debris:regions., Created by Independent Third Parry,Yes
16660.9 09.PAN 02011 02015;02410;
PAN Senes sectional pan type garage door 9'2"wide'
82410,02411,C241541C2460,
R..2A60,.02461,112461,:02470;
R2470,'CZ471,R2471;02472;;
R2472,C2480;112480`C2481,82481,02482;R2482'C2511
82560,R2561,R2570,112571,
R2572,112580,:R2581,1112582:
Limits of Use Installation instructions.
Approved for.use in.HVHZi'No' Fl,16f+raO�I?7 11 Wir:xll nad inrtaiF SnnOt e rC Ft s p�if '
Approved for use.outside HVHZi Yes) Ft 1!i7b60..R7 11 1NL-2(iQtl OI iti 35 39-rE s.ndf
Impact Resistants'No, Verified By :John E.Scates;51.737-
Design;pressure:+35.0f-39;0 Created by independent Third?.arty:Yes
Other:: Evaluation Reports'
F.1.1.6a60 117'.A�vs"�113,�',bt r7s:ntlt
Created:by fgdependent Third Party:'•Yes,
16660.10' 10.PAN C2011,'G2015,02410; RAN 5eries'sgctional pan type garoge'door 16'2"wide
R2416,C2411,C2415j 62460;
112460;.02461;.112461,02471,
R2471,•C2472 R24.721.C2480,
R2480 02481,R2481,02482,
1124$2,:025.11,112560;.92501,
112571,112572,92580+132581,
R2582
laniits of Use Installation.Instruetions.
Approved for use in HVHZ:No ] eiFEZO__R7:II windloa 1 Install Suonigrly�nt_t;L Fff..
Appmved for useoutside HVHZ:Yes Ff 6660 .117 II WL?aoa a]
ImpattResistant:No Verified`By:John E;Scates 51737
Design..PreSsu�e:+23.9f-26.7- Created:by independent Third.P.a rt_y;.Yes
Others Glazing is an aVaiiable'optiorc fob all the'Pan Series Evaluation;Reports
producHisted but it does not meet'the impact'resistant •[1,660-97 A>a Fv�(i Up, r7s:odf
requirement.for windborne.debris regions.. Created by Independent.Third Party:Yet
16660: is 1:1.PAN C2011,020.15,02410;: PAN Series sectional:pan type:garage do: 162"wide.
R2'4i0,C241.1,02415;.02460,
R2460,C2461i R2461;C2471,
112471,•02472,82472;.02480;
82480,C248.1.,112481,,C2482,
R2482;.C2511,R2560,1125.61`,
R2571,R25721 112580;;R25810
R2882
Limits of Use: Instalfation Instructions
Approved,for use in'HVHZ;.No F :1:. 6f�IZR7 N +Nin 1r o@�1 InS`aI SuprrI merit rC FL s nff
Approved for use outside.HVHZi Yes. FL fab60,�Z iI +IJt- 000 n.1n4 i 5 }df'
Impact Resistant Verified By:John E`Scates'S1737
Design'pressure: 31.37-34:9' Created by:Independent Third Partys Yes
Other: Evaluation;Reports
1 2 3 4 5 6 7 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 Bracket door widths
DETAIL A(sheet 2 of 3) rBracket
sheet2of3)
m
� t
E E
Jamb Bracket
Detail F(sheet 2 of 3)
Door Height Slide Lock of Lock Bars -
T-0"ShownDetail G(sheet 2 of 3)
Manual door lacks are
See chart required unless on automatic
operator is installed.
below for other s62^+/-3^
door heights
D
r 1 r
222"+/-3"
1
Bottom Bracket End Hinges Strut a Strut Attachment Intermediate Hinge
Detail C(sheet 2 of 3) Detail B(sheat 2 of 3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) 101„+/-3" '
C \\1►t1IIlI//// 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 \�. S /�
This product has been evaluated per ANSI/DASMA 115-05 (and—12) for large missile impact and cyclic lambs. _�```a� �t'1ENdF`
wind pressure. Supporting structural elements are to be designed by a registered professional
Model Number engineer for specific wind loads. :1
PAN C2460 a R2460 SERIES517x7, ,
PAN 02410 a R2410 SERIES PAN C2461 a R2461 SERIES
Door Total#of Jamb B NOTICE: *,
PAN c2460 a 82480 SERI PAN 02471 8 R2171 SERO':35 Total#of Struts These drawings ore a 1 i
Height Sections per Side 9 "0. STATE OF
PAN 02487882461 SERIES PAN 02472882472 SERIES PAN 02011 SERIESsupplement to the installation
PANc24e2aR2482PAN R2560 SERIES PAN C2015 SERIES 6'-0° 4 4 5 instructions for a standard door p0�
B PAN R2580 SERIES PAN R2561 SERIES PAN C2411 SERIES 6'-6" 4 4 6 proc d res only
s hat vary from covers those /
_ PAN R2581 SERIES PAN 82571 SERIES. PAN C2415 SERIES standard door installation. if ��t�Al B
PAN R2562 SERIES PAN R2572 SERIES PAN C2511 SERIES 8'-9" 4 4 6 these specific procedures are '/ `
Door Widths Desi n Pressures Center Center Center Impact T-0" - 4' _ 4 6 not followed, the door may not
Up To + sf _ End Stile Stiles Hinges Stiles Hin es Stiles Hinges Resistant 7'-6" 5 5 7 perform as designed:. John E Sco Artes,hur
P.E.
2560 King Arthur Blvd. Ste 124-54
10'-r 49.7 -55.5 Single 4 2 3 1 5 2 NO T-9' 5 5 7 Lewisville, Texas 75056
12'-2' 41.5 -46.3 Single 5 2 5 2 5 2 NO 8'-0" 5 5 7 IMPACT RESISTANT Florida P.E. (/ 51737
14'-2" 35.7 -39.8 Single 6 3 5 2 7 3 NO Maximum section height is 21 in.
16'-r 31.3 -34.9 Single 7 3 7 3 7 3 YES Maximum door height is'16 ft. Professionol Engineer seal provided only for
e FL#16660.11 verification of wind load construction details.
18'-2" 24.7 -27.8 Single 7 3 7 3 7 3 NO All doors, even those above the tested height,
20'-r 20.1 -22A Single 9 5 9 5. 11 5 NO ore available with jamb brackets or commercial ��*�A DESCRIPTION:
full angle. The maximum spacing of the jamb 162"PAN 2000 SERIES WIND LOAD
10'-2" 31.3 -34.9 Single 4 2 3 1 5 2 YES g p 9 I SP.CTIONALDOOR
A 12'-r 31.3 -34.9 Single 5 2 5 2 5 2 YES brackets/track clips should be maintained. I f4 41; DESIGN PRESSURE.313-30.9PSF A
14'-r 31.3 -34.9 Single 6 3 s 2 7 3 YES Digitally signed by John E.Scates P.E. DRAWING NIL wlr2000-0194.3135 I SUM.1 Of a REN. 6
This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the 1214— DATEDAN: 4lI7r14 DNaWn Ni: MVS
PSF required for any given site. Date:2017.09.29,x15".42:35-05'00' ®a'CW m111-4 MODEL(S): Sce Shcet3
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 1 . 8
PUSH NUT
TEK SCREW
END STILES 7/16" 24 END HINGE 1/4" X 3/4" Hex Washer Head
16 Ga Galvanized Steel See DETAIL K for push nut 14 Go Golvanized Steel P;3Self Drilling (3 per Bottom Bracket)
IF PUSH NUT placement.
7/16" 1/4"SCREW3/ Hex Washer Head BOTTOM BRACKET F
See DETAIL K for push nut TEK SCREW o 13 Go Galvanized Steel
placement. 1/4" X 3/4" Hex Washer Head
Self Drilling (6 per ffinge)
Self Drilling (2 per Bracket) NOTE: This screw should
72JUGSaTABLE TOP FIXTURE o be located below the prepunched �6H NUT
° hole and o through the hinge. push nut
LOW HEADROOM TOP a g g See TI for
TEK SCREW end stile and skin edge.
1/4" X 3/4" Hex Washer Head BRACKET placement.
Self Drilling (4 per Bracket) PUSH NUT BOTTOM SEAL
DETAIL A M DETAIL B ' 7/1See LOW HEADROOM'
DETAIL K for push nut DETAIL C
E - placement,
24n TOP BRACKET 3 1/2" x'4" E STRUT E
INTERMEDIATE STILE .18 Go 50 KSI Minimum
16 Go Galvanized Steel ,Galvanized Steel
r+4"7� JAMB BRACKET "
QO
� I 12 Go Galvanized Steel
a0a SLIDE LOCK or LOCK BARS
INTERMEDIATE HINGE � 1 ° a (not required with operator)
18 or 14 Go Galvanized Steel 32" - -
0 0 ° TEK SCREW '
TEK SCREW ape 1/4" X 3/4" Hex Washer
D BOLT & NUT Head Self Drilling 4 per 1/4" X 3/4" Hex Washer Head 9 ( P D
/ / TEK SCREW 1/4-20 X 5/e" Carriage
Self Drilling (4 per Hinge) Bolt & 1/4-20 Hex Washer Slide Lock)
1/4" X 3/4" Hex Washer
DETAIL D DETAIL E Head Self
elfeDrillling (2perDETAIL F Nat (1 per Jamb Bracket) DETAIL G
End 0 o a c ea(l )/(
NOTE: Details on some views omitted for clarity.
W TH AND
°p WITHOUT BRACE oo po ° Double end Stiles and end hardware may be
QQrequired on wider or heavier doors.
0 0 ° a C
C a o .00 Maximum L� 1rr
3- FLAG BRACKET - I /
�i .
1/2" 2 -Nxx
8�1 7/.
DETAIL K ROLLER BOLT \� Off'%GEHS 78 �Z '
RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL N \ v Q
There should be a 2" Diameter Nominal 5/16 X 1 5/8" Lag Bolt `.
COMMERCIAL- For Standard, High For Standard, High
For Low Headroom & Vertical Lift & Vertical Lifte space of maximum Eleven Ball Nylon or (4 per Flag Bracket). 7.' .. ., _.
With 2"Track and With 2" Track and With 3" Track and 1/2" between the roller Ten Ball Steel withr ^'# :�,#
Single End Stiles Single End Stiles Single End Stiles hub and the outside a Minimum Workable LT & NUT j#4 r
edge of the roller Shaft Length Shown. 4-20 x 5/8"Track Bolt 1 4-20 Hex Washer Nut
holder which is set by / *.
the push nut. (2 for Horizontal & 2 for /
B ° DETAIL H Vertical Track) B
° Min. DOOR SKIN Min. John E Scales, P.E.
Of 1' M;ni nol 25 Go Galvanized pointed Steel of 1" 2560 King Arthur Blvd. Ste 124-54
0
° Lewisville, Texas 75056
° IMPACT RESISTANT Florida P.E. / 51737
FL#16660.11 Professional Engineer seal provided only for
COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY verification of wind food construction details.
For Standard, High & For Low Headroom With BOLT&WASHER VERTICAL TRACK- 2"Nominal WOOD JAMB +- DESCRIPTION: _
Vertical Lift With 3" Track 3" Track and Double 5/16"x 1 5/8"Log Bolt&2"O.D. 16'2"PAN 20DOSERB$WIN15WAb
13 Go Golvonced Steel tested. The vertical wood
z 7/16"I.D.Flat Washer comb xrr SECTIONAL DOOR
A and Double End Stiles End Stiles NOTE: Jamb bracket must be in 3"Nominal 13 Ga is also fasteners may be counter sunk q A
ALTERNATE BOTTOM BRACKETS direct contact with the 2x6(No approved as an alternate. to provide a flat mounting DESIGNPRESSl1RE+31-11-34,9PSP
drywall allowed). surface. Sae jamb attachment DRAIVDIDN6:W1.200MI94.31-35 IsHfir 2 OF 3 REV. E
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 3msxr n DATE DRN: 4117114 1 DRAWN TIF. NIVS
availabto. for angle mount. lambs to the structure. mid'i' pIODEt(S): Sce Sheet3
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
FASTEF PASTHEADERER TO CONTINUE F
0
E MODEL NUMBERS E
MODEL NUMBERS AVAILABLE OPENING 2 X 6 GRADE 2 OR BETTER SOUTHERN
HEIGHT 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
PAN C2410&R2410 SERIES
PAN C2460&R2460 SERIES FIRST FASTENER
PAN C2461&R2461 SERIES ABOVE THE FLOOR OPENING
PAN C2471&R2471 SERIES WIDTH
PAN C2472&82472 SERIES
PAN C2480&R2480 SERIES
WOOD JAMB ATTACHMENT
PAN C2481&R2481 SERIES Bulldln Mhhmvn Mhbn-Mhh—cononr MmMum w able
C PAN C2482&82482 SERIES gb a Fastener Type E onm sn sl>Mk TLoad C
PAN 82560 SERIES
400 I ra va wi 1�o�PLw r 2• 2.50 s.Go z4° sst N���N E $
PAN R2561 SERIES p'I` �pfiNd .
PAN R2571 SERIES
Southern Pima 1 1 8�•Oo 9 cher 1.50° 1.50• 1.50• z4 szo ` , �' �7
P 3/6•La wf =.. �Ip.51.1.�•.;..::�, ;...r.,.
PAN 82572 SERIES Spruce Pine Flr 9 1.50• 1.50• 1.50• 24• 462
1118'OD washer
PAN R2580 SERIES *,
NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. i':0 i :STATE
PAN R2581 SERIES ;?I
PAN R2582 SERIESb,t` FLOR�9r
erg/��8.p7.
/ONi;� � 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.
DESCRIPTION.
16'r PAN 2000 SERIES WAD LOAD
A SECTIONALDOOR A
M DESIGNPRESSURE+31.31-34.9PSF
DRAYOM Na:WL30004194-315 I SHEET.3 OF 3 REV. 6
la pens, DATE ORM 4117114 1 DPAV IDT: MVS
anacom
m cmreum14 MODEL(S): See Shect 3
u
1 2 3 4 5 6 7 6