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.4Ai Product Approval
lr-' ° USER:Public User
Pro lwl APlIMI't Ftnnd>1`1.0[120 nr APntitatinn S^nrch>Aon6c10on list>Application Del ill
saw FL# FL16107-R10
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Ciopay Building roducts Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)770-6062
mwesterfieid@cl pay.com
Authorized Signature Scott Hamilton
shamilton@clop y.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Repolt:from a Florida Registered Architect ora Licensed
Florida Professio al Engineer
Evaluation R'port-Hardcopy Received
Florida Engineer or Architect Name who developed Scott Hamilton
the Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing 3ervices NA,Inc.-QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
V, Validation Ch cklist-Hardcopy Received
Certificate of Independence FL1 1G 07 RIC C i Certification of Independence of Validation EntiW
P
PF ehlPr fI07 C I Stn in to)endence of FvaluatioflEntity-Hamilton 1.0424.odf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 10 3 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E199G 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensedrofessional Engineer or Architect
1 10 . i E :iv 20170809-FSC-DASMA 108 e uiv. df
FLIG107 R10 E uiv 20170809-FB -D SMA 1 Iv. df
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/14/2017
Date Pending FBC Approval 08/16/2017
Date Approved 10/10/2017
Summary of Products
Go to Page v� Page 1/3
FL# Model,Number or Name Desc iption
16107.1 01 W6-16 DSIE-1F171:4300, Doubl -skin Insulated EPS(exterior skin 27 ga. min,;Interior
4301,4310,-HDG,HDGL,HDGF,66, skin 2 ga,min.)Double-Car.(9'2"to 167'wide)
66G,67,67G,68,SP200,SF200, WIND ZODE@ W6 Garage Door
SE200,6200,6201,6203
Limits of Use insta Nation Instructions
Approved foe use in HVHZ:Yes FL16 07 R1O.II 404724-A„_Rev03 is geed•pd�
Approved for use outside HVHZ:Yes Verifi d By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure.+38 PSF/-42 PSF Evalu tion Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16.07 R10 AE CBPC 121212-A.ndf
doors with optional impact-resistant glazing are Impact- Creak d by Independent Third Party: No
resistant(large missile impact).
16107.2 02 W6-16 DSIE-1F171: 4300, Doubl skin Insulated EPS(exterior skin 27 ga.min.; interior
4301,4310;HDG,.HDGL,HDGF,66, skin 2 ga.min.)Double-Car(9'2"to 162"wide)
66G,67,67G,68,SP200,SF200, WIND ODE@ W6 Garage Door
SE200,6200,6201,6203
Limits of UseInsta cation Instructions'
Approved for use.in HVHZ:No P 1 07 RIO II 1047J4-B-Rev03-s1onecl.pd
Approved for use outside HVHZ:Yes Verifi d By:Scott Hamilton FL PE 63286
Impact Resistant:No Crea d by Independent Third Party:No
Design Pressure:+38 PSF/-42 PSF Evalu tion Reports
Other:Doors with standard glazing meet the wind load FL1607 RIO AE CBPC 121212-A.(
requirements of the building code but DO NOT meet the Creat d by Independent Third Party: No
Impact resistant requirement for windborne debris regions.
16107.3 03 W6-16 PAN-217153: 73,75,84A, Steel n(min,25 ga.)Double-Car(9'2"to 16'2"wide)
94,42,48,4213,48B,4RST,611ST, WIND ODE@ W6 Garage Door with Optional Impact-
GDSS,GRSS,ARSS,EDSS ResistOnt Lites
Limits of Use Insta lation Instructions
Approved fo'r use in HVHZ:Yes FI-161107 R10 II 104710-A-RevO3-sioned.Odf
Approved for use outside HVHZ:Yes Verlfl d By:Scott Hamilton FL PE 63286
Impact Resistant:Yes 't d by Independent Third Party: No
Design Pressure:+36 PSF/-42 PSF Evalu'tion-Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or F 16107 R10 AE CB 1212 2-A. df
doors with optional impact-resistant glazing are impact- Creat d by Independent Third Party:No
resistant(large missile impact),
16107.4 04 W6-16 PAN-21`153: 73,75,84A, Steel an;(min.25 ga.)Double-Car(97"to 16'2"wide)
94,42,48;428,48B,4RST,6RST, WIND ODE@ W6 Garage Door
GDSS,GR5S,AR5S,E135S
Limits of Use Insta lation Instructions
Approved for use in HVHZ:No FL1G1107 RIO II 4171O-B-Rev03-sinned.ndF
Approved for use outside HVHZ:Yes Verifi d By: Scott Hamilton FL PE 63286
Impact Resistant:No Creat d by Independent Third Party:No
Design Pressure:+36 PSF/-42 PSF Evalu tionReports
Other:Doors with standard glazing meet the wind load FL1 1 R A= BP 7 717-A. cif
requirements of the building code but DO NOT meet the Creat d by Independent Third Party: No
Impact resistant requirement for windborne debris regions.
16107.5 05 W6-16 PAN-21`143:84A,94,98, Steel Fan(min.24 ga.)Double-Car(9'2"to 16'2"wide)
48,488,4F,4RST WIND ODE®W6 Garage Door with Optional Impact-
ResistE nt Lites
Limits of Use Inst ilation Instructions
Approved for use in HVHZ:Yes F 1 i 7 R10 Ii 104753-A-Rev02-sinned.0df
Approved for use outside HVHZi Yes Verif ed By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Crea ed by Independent Third Party:No
Design Pressure:+38 PSF/-42 PSF EvaI i iation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FLI 107 R10 AE CBPC 121212-A.O0f
doors with optional impact-resistant glazing are impact- Crea ed by Independent Third Party: No
f resistant`(large missile impact),
16107.6 06 W6-16 PAN-2F143: 84A,94,98, Steel Pan(min,24 ga,)Double-Car(9'2"to 16'2"wide)
48,486,4F,4RST WIN CODE@ W6 Garage Door
Limits of Use Inst Ilation Instructions
Approved for use in HVHZ:No FL16f07 R10 II.104753-8-Rev02-si ned. df
Approved for'.use outside HVHZ,.Yes Verif ed By: Scott Hamilton FL PE 63286
Impact Resistant:No Crea ed by independent Third Party: No
Design Pressure:+38 PSF/-42 PSF Evaluation Reports
Other'Doors with standard glazing meet the wind load ELnW3_&JQ AF CE�PC 1J-.I?17-A.ndf
requirements of the building code but DO NOT meet the Crea ed by Independent Third Party;No
impact resistant requirement for windborne debris regions.
16107.7 07 W6-18 DSIE-1F171: 4300, Doub a-skin Insulated EPS(exterior skin 27 ga.min.;interior
4301,4310,HDG,HDGL,HDGF,66, skin 7 ga.min.) 16'4"to 18'2"wide WINDCODE@ W6
66G,67,67G,'68,SP200,SF200, Gara a Door with Opitional Impact-Resistant Utes
SE200,6200,-6201,6203
Limits of Use Insti illation Instructions
Approved for use in HVHZ:Yes FLIC107.IR10 11 104751-A-Rev02-sinned df
Approved for use outside HVHZ:Yes Veri ed By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Crea�ed by Independent Third Party:No
Design Pressure:+38 PSF/-42 PSF Eval ation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FLt.6107 R10 AE CBPC 121212-A.udf
doors with optional impact-resistant glazing are impact- Crea ed by Independent Third Party: No
resistant'(large missile impact).
i
16107.8 08 W6-18 DSIE-IF171:4300, Doub a-skin Insulated EPS(exterior skin 27 ga.min.; interior
4301,4310, HDG,HDGL,HDGF,66, skin 7 ga.min.)16'4"to 18'2"wide WINDCODE@ W6
66G,67,67G,68,SP200,SF200, Garaa Door
SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL,16107 R10 11 104751-B-Rev02-signed odf
Approved for use outside HVHZ:Yes Verif ed By: Scott Hamilton FL PE 63286
Impact Resistant:No Crea ed by Independent Third Party:No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other:Doors with standard glazing meet the wind load FL16107.1210 AE CBPC 171212-A ndf
requirements of the building code but DO NOT meet the Crea ed by Independent Third`Party:No
impact resistant requirement for windborne debris regions.
16107.9 09 W6-18 DSIU-IF171:9200, Doub a-skin Insulated PUR(exterior skin 27 ga.min.; interior
9201,9203,HDP20,HDPF20, skin 7 ga,mina)16'4"to 18'2"wide WINDCODE@ W6
HDPL20,7200,7201,7203,8200, Gara a Door
8201,8203
Limits of Use Inst ilation Instructions
Approved for use in HVHZ:Yes FL16 07.1210 II Y 777- =Rev02-sirjr e.d odf
Approved for use outside HVHZ:Yes Verif ed By; Scott Hamilton FL PE 63286
Impact Resistant:Yes Crea ed by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF EvalL ation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16 07 R10 AE CBPC 121212-A. df
doors with optional impact-resistant glazing are impact- Ereai ed by Independent Third Party: No
resistant(large missile impact).
16107.10 10 W6-18 DSIU-1F171: 9200, Double-skin Insulated POR(exterior skin 27 ga.min.;interior
9201,9203,HDP20,HDPF20, skin 7 ga.min.)16'4"to 18'2"wide WINDCODEO W6
HDPL20,7200,7201,7203,8200, Garale Door
8201,8203
Limits of Use
Instc Ilation Instructions
Approved for use in HVHZ:No FL16107 RIO i1 104777 -Rev02-signed•ndf
Approved for use outside HVHZ:Yes Verif ed By; Scott Hamilton FL PE 63286
Impact Resistant:No Crea ed by Independent Third Party:No
Design pressure:+3R PSF/42 PSF 122valt ation Reports
Other:,Doors with standard glazing meet the wind load FL16 07 R10 AE CBPC 121212-A. d1`
requirements of the building code but DO NOT meet the Crea ed by Independent Third Party:No
Impact resistant requirement for windborne debris regions.
161'07.1'1 11 W6-18 PAN-21`153: 73,75,84A, Steel an(min..25 ga:)Double-Car(16'4"to 18'2"wide)
94,42,48,428,48B,4RST,6RST, WIND ODE@ W6 Garage Door with Optional Impact-
GD55,GR53,AR55,ED5S Resist nt Lites
Limits of Use Insta lation Instructions
Approved for use in HVHZ:Yes F1,16 .7 RIO iT t 47 ]-A-R v 4-ci ned. df
Approved for use outside HVHZ:Yes Verifi:d By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Crea ed by Independent Third Party: No
Design Pressure:+36 PSF/-42 PSF Evalu ition Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or ELIE 07 RIO AE -BPC 121212-A. dr
doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No
resistant(large missile Impact).
16107.12 12 W6-18 PAN-21`153: 73,75,84A, Steel an(min.25 ga.)Double-Car(16'4"to 187'wide)
94,42;48,428,488,4RST,6RST, WIND ODE@ W6 Garage Door
GD5S,GR5S,ARSS,ED5S
Limits of Use Installation Instructions
Approved for use in HVHZ:No FI I6 07" R10 ii 104761-B-Rev04-sinned orlf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:No Creatled by Independent Third Party: No
Design Pressure:+36 PSF/-42 PSF Evaluiation Reports
Other:Doors with standard glazing meet the wind load F 6 7 f 0 AE CBPC 121212-A.odf
requirements of the building code but DO NOT meet the Creat d by Independent Third Party:Yes
impact resistant requirement for windborne debris regions,
i
16107.13 13 W7-18 PAN-21`143: 84A,94,98, Steel�an(min.24 ga.)16'4"to 18'2"wide WINDCODE@ W7
48,48B,4F,4RST Garag Door with Optional Impact-Resistant Lites
Limits of Use Insta lation Instructions
Approved for use in HVHZ:Yes FL16.07 810 11 104762-Rev02-signed.pdf
Approved for use outside HVHZ:Yes Verifi d By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+41 PSF/-46 PSF Evaluation Reports
Other:Max..Wind Speed(V_ult): 170 MPH.Solid doors or FLi6 07 R10 6E CBPC .121212-A.0
doors with optional impact-resistant glazing are impact- Crea ed by Independent Third Party:No
resistant(large missile impact),
16107.14 14 W8-16 DSIE-iF171: HDG, Doubl -skin Insulated(exterior skin 27 ga, min.; interior skin
HDGL,4300,4310,4301,66,66G, 27 gamin.)Double Car(9'2"to 16'2"wide)WINDCODE@
67,67G,'68,6200,6201,6203, W8 G(rage Door with Optional Impact-Resistant Lites
SP200,SF200,SE200
Limits of Use Insta lation Instructions
Approved for use in HVHZ:Yes PL16 07 f210 11 104736-Rev03-s1onr d pd
Approved for use outside HVHZ.-Yes Verifi d By: Scott Hamilton FL PE 63286
Impact Resistant;Yes Created by Independent Third Party: No
Design Pressure:+46 PSF/-52 PSF Evalu tion Reports
Other:Max,Wind Speed(V_ult): 170 MPH.Solid doors or FLl 07 R10 AE CBPC 121212-A. cif
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
i
16107.15 15 W8-16 PAN-21`143: 84A,94,98, Steel�an(min.24 ga.)'Double Car(9'2"to 16'2"wide)
48,48B,4F,4RST WIND ODE@ W8 Garage Door with Optional Impact-
ResistOnt Lites
Limits of Use Insta lation Instructions
Approved for use in HVHZ:Yes FLI 07 R10 II 104754-Rev02-aigned odf
Approved for use outside HVHZ:Yes Verifi d By:Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+46 PSF/-50 PSF Evalution Reports
Other:Max.Wind Speed(V_ult):'170 MPH.Solid doors or FL16 07 R10 AE CBPC 121212_ A.:�f
doors with optional impact-resistant glazing are impact- Creat d by Independent Third Party: No
resistant(large missile Impact).
i
16107.16 16 WB-18 DSIE-IF171: HDG, Doubl -skin Insulated(exterior skin 27 ga.min.; interior skin
HDGL,HDGF,4300,4310,4301, 27 ga min.)Double Car(16'4"to 18'2"wide)WINDCODE@
66,66G,67,67G,68,6200,6201, 1 G rage Door with Optional Impact-Resistant Lites
6203,SP200,SF200,SE200
Limits of Use Insta lation Instructions
Approved for use in HVHZ:Yes FL16 0 R1 . 17Qg752-Rev03 signed.nd�
Approved for use outside HVHZ:,Yes Verifi d By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Creat Rd by Independent Third Party: No
Design Pressure:+46 PSF/-50 PSF. Evalu tion Reports
Other:Max,Wind Speed(V_ult): 170 MPH.Solid doors or . FI-1610707 R10 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Creat'd by Independent Third Party: No
resistant(large missile impact).
16107.17 17 W8-16 DSIU-1F171:9200, Doubl -skin Insulated PUR(exterior skin 27 ga.min.;interior
9201,9203,HDP20,HDPF20, skin 27 ga.min.)Double-Car(912"to 1612"wide)
HDPL20,7200,7201,7203,8200, WIND ODE@ W8 Garage Door with Optional Impact-
8201,8203 Resist nt Lites
Limits of Use Insta lation Instructions
Approved for use in HVHZ:Yes FL16]07 R10 II 104778-Rev03-siqned pdf
Approved for use outside HVHZ:Yes Verifi d By:Scott Hamilton FL PE 63286
Impact Resistant:Yes Creat d by Independent Third Party: No
Design Pressure:+46 PSF/-52 PSF Evalu tion Reports
Other:Max.Wind Speed(V_ult); 170 MPH.Solid doors or FL16107 R10 AE CBPC 121212-A. dfdf
doors with optional impact-resistant glazing are impact- Creat d by Independent Third Party:No
resistant(large missile impact).
16107:18 18 W8-18'DSIIJ-11`171:9200; Dou le-skin Insulated PUR(exterior skin 27 ga:rilin.;interior
9201,9203,HDP20,HDPF20, skin 27 ga.min.)16'4"to 18'2"wide WINDCODE®W8
HDPL20,7200,7201,7203,8200, Gar ge Door with Optional Impact-Resistant Lites
8201,8203
Limits of Use Ins tallation Instructions
Approved for use in HVHZ:Yes FL 6107 R10 11 104779-Rev02-sioned.Ddf
Approved for use outside HVHZ:Yes Ve ified By:Scott Hamilton FL PE 63286
Impact Resistant:Yes Crated by Independent Third Party: No
Design Pressure: +46 PSP/-50 PSF EILL
luation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or 610 Rl AE CBPC 121212-A.ndf
doors with optional impact-resistant glazing are impact- ated by Independent Third Party:No
resistant(large missile impact).
16107.19 19 W6-16 DSIE-IF471: GD2SP; Dou le-skin Insulated EPS(exterior skin 27 ga.min.; Interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Double-Car(9'2"to 16'2"wide)
AR2LP,ED2SP,ED2LP,4302, WI RT
W6 Garage Door with Optional Impact-
HDGC,6202,MFC68,4305,HDGR, Resistant Lites
6205,SFfm,MFR68
Limits of Use Insallation Instructions
Approved for use in HVHZ:Yes FL16 07 RIO II 04785-A-Rev 3- i d.Iii(
Approved for use outside HVHZ:Yes Vei ified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes CrE ated by Independent Third Party: No
Design Pressure:+38 PSF/-42 PSF EvZ luation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL 6107 R10 AE CBPC 130214-A. df
doors with optional impact-resistant glazing are impact- Cr ated by Independent Third Party:No
resistant(large missile impact),
16107.20 20 W6-16 DSIE-iF471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior
GR2SP,GD2LP,GR2LP;AR2SP, ski 27 ga.min.)Double=Car(9'2"to 162"wide)
AR2LP,ED2SP,ED21-P,4302, WI DCODEO W6 Garage Door
HDGC,6202,MFC68,4305,HDGR,
6205;SFR68,MFR68
Limits of Use Inskallatiion Instructions
Approved for use in HVHZ:No EL-15107 RIO •ii 104785-B-RevO3-signPc(ndf
Approved for use outside HVHZ:Yes Ver fled,By: Scott Hamilton FL PE 63286
Impact Resistant:No Cr atedby Independent Third Party: No
Design Pressure:+38 PSF/-42 PSF Eva uation Reports
Other:Doors with standard glazing meet the wind load F(J 5107 Rio AE CBPC '130214• df
requirements of the building code but DO NOT meet the Cr ated by Independent Third Party: No
impact resistant requirement for windborne debris regions.
Go to Page tt9 13 Page 1/3
' .back Wo t
contact us::2 601 Stair Stone Road Tall ss a FL 32399 phone:850.487-1824
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click here. -
Product Apiprova�11l Aiccepts:
f111i:'' �1 tcr.
Credii C rd
Safe
a
:December 12,-,,2012 (revised!8/28/15)
Evaluation.Report for Clopay Building:Products Company Sectional Garage
f Doors, W6, through W8
Y
I have-evafluated 'tf a wind toad door:designs a shown on-the dra-wings listed
be{ow. I.have reviewed,the test reports;`wh.ich were•generated by accredited
independent laboratories as required by the re evant°Florida Administrative
Rule,'the engineering rational: analysis,: and th product,- raw'ings. The;test•.
;reports-are'.listed, below._Assembly testing was conducted by:American Test Lab
;North Carolina.. Component testing was-condo ted i;by HETI:arid ETC.
;For the doors listed.to'Tabl.es'i through 5,,'Sta ic'PressureTests•were
'conducted in accordance with TAS:202-1994, STM-E330-2002 and
ANSI/DASMA 108-2005. Missile•Impact-and Cyclic Pressure Tests were
conducted "in accordance with TAS 201.4994.and TAS'203-1994 and ASTM
E1886---2005-and-ASTM E1.996-2Q09. nd ANSI/DASMA.115-2005, The pressures
listed on the drawings are either direct results; f-these-tests or:results.obtained
through engineeriing .national analysis based on actual testas.,I have concluded
that the door-designs listed below in Ta'btes I Pro-ugh 5 are:in compliance with
these.High•Velocity-Hurricane`zone test;.requir meets of the`Florida Building
Cod e:'and therefore are qualifled as impact res stant bssemb!16s (large ;missile
impact).
•
!TABLE t: Drawings For doors wit�nufact r' P.oduct'Code MPC PAN F. 5-
104710=A-Rev03; max. door size 16'2`-_,x '1610 '; `+36/=42 PSF (desi-gn load)
)
;10.4761.-A-Rev02, max. door ,8 ze 18'2'" x. 16'0 ';; +36/-42 PSF Cdesi gn load)
'TABLE 2: 'Qra_W 0 for o •_s ly]th Man'Ljf4ctuHncj Product Code 'MPC PA -2F
1047537A-Rev02., :max. door :si-ze 16'2" x-.16'0 '.1; +38/-42 .PS'F (design load)
10476.2-.Rev02•, max. door .size 18'2 x 1610", +4.1/=46 PSF .((design 'oad)
10h754-Rev02; max. door size 16'2.'' x 1'6'0"; +4:6f-50 PSF 1Cdesign .load)
TABLE,3: Drawings for doors,'-with MOnOfa t ``c Code (MPC) DSIE-1F17 .
104724--A-Rev03,. max. door size 16'2. x 16'0 +38/-42 PSF (design load)
1047;5].-A-Rev07-;. max:. door size 18'2" x 16-10", , +38/-42 PSF (design load)
104736-Rev03, max. door size 16'2" x .16'.0"; +46/-52 PSF (design load)
1.04752-Rev;03;' max. door size 18 '2 x 16'0"; +46/-50' PsF (design load)
TABLE.4: D awin s-for doors with-ManufaCturin P oduct C C SIU"1F17I..
.104777-A Rev02, max-. door size 18'2" x 16'0 '- +38/-42 PsF -(design Toad)
104778-Rev03; `ina'x.. .door size ,16'2." x 16'0"; .+46/-52 PSF ,(design load).
104779-Rev03; max. door `size 18'•2" .x 16'.0"; +46/-50 PSF (design Toad)
TA6I,E`5:° w s'' •s-w' h Ma ufact in 'P oduct Code ' MPC UV=, _ .
10443 -Rev02, max.- 'door :size 9'0" x 12"0"; +47/-55 PSF ;(design load)
PAGE'1:60-4 FILE: CBPC_.121212-A.3
EVALUATION R[PORT FbkCLOPAI BUILDING,PRO UCTS COMPANY SEcnoi jALGAAAGE DOORS,W6 7-WS
i04998-Rey00, max door -size 161.2" x 12'0"; +47/=47 PSF- :(design load)
For the doors inTables '6 through 9, Static Pret� �buTests were conducted in
accordance with ASTM-E330-2002 an'd ANSI/DSMA 108-2Q05,. The pressures
j Listed on .the drawings are either direct'results f,thetests w results obtained
through a igihe'ering',rational analysls;based on actual :tests: I have concluded
that the,doorde'signs Fisted, below in'Tables,6 hrough'9 are .ln compliance with
:thetest;requirements of the Florida Building' Code,
TABLE 6: Drawings for d u'"i :oductCode MPC P -7
,104710 'B-Rev03., max. door size 162' x 16'.0" +36/42 PSF design :load)-
, 104761�B-Rev02, max. door size 18'2'' x 16'.0" : x36/-42 'PSF (design load)
TABLE 7`: Drawings for do n duct Code: MPC F PAN- `
';104753-B-RevO2-, ,max. door size 16'2". x 16'0"; +38/42 PSF (design oad)
TABLEt3't Drawings"for.doors with Manu'facturioa oduct'COde (MPC) DSIE-_1F171_:.
104724-B-RevO3, ,max. doar "size ,16`2"..x 16. 0 ';; +38/-42 PSF (design 'load)
104751-B-ReV02', max. door size 18`2" x 16'0 ', . X38/-42 PSF (design load)
TABLE`9:. Drawl s° o doors with Manuf ict rin P;od ct 'd PARC)-DSIU-1F171:
104777-�B�Rev02, .max. door .size '18'2" x 16'0',',; +38 -42 PSF -(design load)
Test-:Reports:
ATL=0801,01-12:.(8/15/12), ATL-0$13.01-12 ( 0/9/12);.ATL-'1015,0.142.
(11/.3/12),:ATL-11.13.01-12R :(2/18/1'3), ATL-110:7,01-12 (11/20/12), ATL.-
1023.:01-12 (11/1:3/12);.ATL-1009.01.1ZR:(11 20/12), ATL-0827,01-12
(10/9/12), ATL 012 .01-14 (9/3/2014)1 ATL 012,1.:01-15 (2/6/2015)..These
reports document compliance,with the TAS tes ing,standards and are signed
and sealed by David Johnson, FL PE .61915.
Product-:Descri "tion for doors with C N-2 153:
These;doors consist of 2" thick steel pan 'sections with min; 25 'g'a.
(0,019",)-skins, The steel:skin is at least G40 D S' per. A8TM-A651 Th6
rnaxirrium section height is 21". These doors rraybave optional impact-
Resistant Glazing.-OptionalImpact-Resistant.Glazing is:a one-Piece ;injection-
rn,oided front frame sand glazing. The-following models are,at least,structurally
equivalent'to the tested door:i84A, 94, 98, 73, '75, 1500, 190,.4RST, 4F, 4R5'F,
.6RST 6RSF, 48,;48B, 42,'4213, 55 55S, 'GD5S :'GD`5SV; GRSS; GR5SV, AR5S,
AR5SV, 'ED5S, ED'SSV. Not,,a'ii models'may be ho'wn on a given drawing.
Product ;Descri ion for doori MPC PAW2FJJ3,,
These doors consist of'2" thick.steel pan sections with min. 24 ga.
(0-.022") skins. The' steel skin is at least-GOD S per ASTM A653:,The
max'i:mum section height is:21';. These doors lay have optional Impacty-
Resistant Glazing,: 'Optional Impact-Resistant Gazing is a one-piece injection-
'molded front frame and glazing. The following odels are,eat least structurally
PAGE 2 or 4 FILE: CBPc 12.:1212-A,'3
EVALUA1'loN REPORT FOR CLOPAY BUILDING'PRo000T5 COMPANY SEc'rIo .AL GARAGE DoORS,W6-.W8
equiv.alentto the`tested door: 84A, 94,'98; 411T; 4F,-48,, 48B. Not all Models
may be shown 616 a given drawing.
P oduct'Descri tion:for doors&ith MPC'DSIE-1F17-1:
Thes".e.doors consist'of 2" double-skin'in _Mated'sections:with anEPS.core
lam nated'to both skins; Both inndr and .outer kips are mrn,.'27:ga. (0:'016")
G40,DDS-per ASTM A553..The maximU*M secti n height Is::2i". These doors
may. have aptlonal Impact-Resistant Glazing (IM). Optional Impact-Reslsiant
Glazing (IM) is aone-piece injection=molded fr htframe.and glazing. The
following models are,at least'tructurally equivalent;to the aested door: 4300,
'4MI—4310;.,HDG,-HDGL,,H,DGF, 66,.:66G,:67, , 7G; '68, 6200, .6201, .6.203:,
SP200,'SF200';,SE200. Not:all 'models may b-ehown on a 'given drawing.
i
�Produ'ct Descri tion for doo's w' h MPC DSIU- F171:.
These eonslst of 2" double-`skin insulated sections,with
polyurethane insulation'foamed in plane betwe rn both skins: Broth inner and
outer,skins,are min. '27 ga. ,(0,016") 640 DDS per ASTM A653..The maximum
.section heig, s 2 ". These`doors may have.o tional Impact=Resistant Glazing.
,Optional;Impact-Resistant Glazing is,a one�pi,e a`10jection=molded front frame
and:�glazi.ng. Th;e following_models are:atleast tructurally equivalent tothe
tested door. HDP20, HDPF20,. HDPL20`, 72001 201, 7203, 82001 820 ., 8203,
9200, 9201; 9203. Not all :models:may be sho non a given drawing.
Product Description for doors i C W-189 ':
These doors.consist of:2.13/16" custom wood door:se`ctions with
hemlock."ralls-and stiles a.nd decorative,,claddin ;and.overla:ys. The maximum
section heightis-2�8". These doors may have o �tion'al Impact-Resistant Glazing.
poti.onai Impact=Resistant Glazing is certified] minated glass as detailed on the
individual drawings; The'following models are at'least structurally eguival,ont to
the'tested.door, ,CR800, MUM- CH900, .CRDn :rl Not,all models..may:be.
shown-on a ,given.drawing.
IM act Resistant Glazing:(IM)':.
The optional:impact resistant glazing is n :injection-molded
polycarbonate,front.frame:an`d glazing,{GE;LE AN�'SLX2432T) Jhat'is an
approved C1 plastic in accordance withtesting required by FB.0-B 2612.
-Approval based,on review of the following test
HETI 06-A002 ASTM G155; .HCTI-06-T566 AS 7M,D638 (before); HETI:-06-7634
ASTM: D6.38 (after. . ETC-06-1.02,4-1749:6.0 AS ;M b2843, -ASTM D635,,:ASTM
P192 q._
The drawing(s) cited, above are an expli it.part of this:evaluation report.
The text of this 'report does not.attempt to add ess;all design.details and;relies
on :th;e illustrations a,nd .text of these drawings s well.
PAGE 3 or 4 FILE: CBPC_121212-A.3'
EvALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SCCTIOLL GARAG*t:DOORS,W6-W8
Jambs, lintels, sills or other structural el ments; -required: o prepare
ct t
openings 8're not covered,'The design of the s pporting structural elements
shall be the responsibillty.of the professional o record-for the building or
structure and in raccordahce with turr6ritbuilding codes for the loads listed on
;the�d.eawing(s).referL-nced,dbove.
Inst,61lati.On requirements per the 'releva ,t Florida Admlhiklrative-'Rule,
including attachments, are retailed on the dra *)ng(s) listed above. Installation
must be irl' accordance with manufacturer's ,InE tallation instructions and must
be as.shown on the drawings) listed above. T e manufacturer's licensed
Aesigh,professlona) Fisted`on the drawing(s) h sreviewed the.attachm"eht
;details and installation requirements.
f.Signature:
0 ......p IV /4;N
r
NO 632 6
rr
Z ,oan
Scott P..
Florida P. E. Noi 63286
13 'STATE F
C).0
Date:
0 R
0
A
PAGr-.-4 OF 4 FILE: CBPC'_i2i212-A.3
A r
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL E14BOSS DOORS SKEET; REVISIONS
MODELS24 GA 25 GA 1 24 GA MODELS 25 GA IV. N0.1 ZONE: I DATE: I ECN NO. APPVD: DESCRIPTION
CLOPAYte4A, 9473, 75 76, 75L98 CLOPAY 'GALLERY' GD5S, GR5S
I -5 GA ------ 1 OF 4 RE03 G PANEL OPTION.
TT
IDEAL 4-RST I 6RS7 2RST 4F HOLMES 'ARTISTRY, AR5S
48, 48B 142, 42B IDEAL 'CARRIAGE HOUSE' ED5S ONE STANDARD INTERMEDIATE STILE B,�iWEEN EACH EMBOSS
LOCATION. ATTACHED %1.1/TOG-L-LOC (TOP & BTM)AND
SHORT L ON G FLUSH SHORT PANEL URETHANE ADHESPJE (ALONG CENTER).
D -CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC" D
r--A
LONG_PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS.
IIIIN OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR
IMPACT RESISTANT GLAZING. ONLY SHORT COMMERCIAL (LONG PANEL). SEE TABLES BELOW.
GLAZING 15 APPROVED. SEE SECTION 3-13 ON
SHEET TWO FOR DETAILS..(GLAZING SHOWN IN GLAZING SHOWN Iry Top SECTION.
INTERMEDIATE SECTION.)
VIEW -B- (SEE SHEET THREE).H REE). El
A
G --------a
VIEW "C- (SEE SHEET THREE).
16 GA. END STILES ATTACHED TO p 44�
z 1
Q u DOOR SKIN WITH PATENTED
c m I TOG-L-LOC SYSTEM (TOP. BOTTOM & --------- I;wvf-I c
It 11 111 It III I it I Il I I CENILr?). AHALHtU lU I U 11 fit 11 11 It It
BOTTOM RAIL WITH PATENTED
TOG-L-LOC SYSTEM.
TWO POINT LOCKING
INTO TRACK.
(2) LHR TOP BRACKETS USED AS
A OPTIONAL OUTSIDE KEYED LOCK POSITION.
I INNER BOTTOM BRACKET.
:AX. DOOR WIDTH 16*-2" IN'INSIDE ELEVATIONS (1) 3-IN ROLLER CARRIER (P/N
0120394) USED WITH 3- TRACK. SNAP LATCH ENGAGES
LOCATION OF OPTIONAL VENTS, TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END
DOOR HEIGHT h OF ONE SNAP LATCH ON STILE.
UP TO 7'0' SECTIONS SLIDE BOLT LOCK EACH SIDE OF DOOR.
4 'CLASSIC*RAISED PANEL E.3OSS FORS 'CARRIAGE HOUSE'RAISED , ENGAGES INTO
B 7'3' TO 8'9' 5 SHORT PANEL I LON'PANEL PANEL E.BOSS DUORS END -t OUTSIDE
TICAL TRACK.
6
9'0' TO 10'6' �(.OF IxTERn S r T4 SHORT PANEL
DOOR VIDTH sl!LEs DOOR WIDTH !N-,'CRCVL STTIDLESI[NME,CT r 1.Or I.TrAK ONE LOCK ON HANDI-E. LOCK BAR
10'9' TO 12'3'1 7 PER SECTION) l:PFR SECTICN)j(PCR SECT I-) ODOR VIOTH . STILE EACH SIDE OF OUTSIDE
T (PER SECTION)
1�6' TO 14'0'1 8 a!1'21 1 1 DOOR. ENO ENGAGES IN
TO 15'9-1 9 L4 3 KEYED STILE. TRACK ON
10,01112 11,10, 4 TO 16 2� HANDLE. EACH SIDE
!ZTI�Ll 13117 5 115-TO 1 3 1 4 10*2'TO 31-4-1 N/A
10 14'0*70 15'EO' SEE NOTE E-Dw REGARDING EXTRA 11'6.7 14.6-1 5 OF DOOR.
KAArEiTION HEIGHT, 21' ll 26-0-TO 16'2- 7 STILES[j�L LENG PANEL DOORS. 1-18,70 161al 1 7 INSIDE SLIDE BOL INSIDE HANDLE
m - — LOCK OPTION, Oul CK WITH OUTSIDE KEYED LOCK WITH
EXTRA STILES FOR LONG-PANEL MODELS. SNAPLATCHLOCK OPTION. LOCK BAR LOCKING,
ADOIROISAL 18 G&COW%00AL INIERM-STttES REOUARED AS NOTED ON
,,%%t,I-V HAM/4 I'e THE LES ASOr,
0 ....... THESE C wERCu,L CENTER STa.ES ARE ATrACHEDLvOPOLNT eETWEM 1�.E
cFN •&I- EMSTING RESI'ENTxL CENTER SnLES.COMVERCfL CENTER SULES ARE THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
ACHED WIT
% ATTK TOG-L-LOC(TOP&SOTTOW)OR 3/16-POP RNETS ULTIMATE WIND SPEEDS LISTED SELOIN ACCORDING 70 THE FLORIDA
No :63 8OR.(,) NEE7 mETAL SCREWS. BUILDING CODE OR THE INTERNATIONAL BUILDING COD-- (BASED ON
3
ASCE?-10) FOR THE FOLLCINING CONOITIONS: 1)ENCLOSED IIANUF CTURING PRODUCT CODE
GUILDING, 2) DOOR HAS,2.OF'.'.ID7H IN GUILMNG'S END ZONE, 3)
SHORT PANEL, PAN-22753
ANY ROOF SLOPE.AND 4) TESTING IN ACCORDANCE VIJTfl DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. LONG PANEL: PAN-22756
cr ANSI/DA VA 108. SITE-SPECIFIC CALCULATIONS SY A QUALIFIED EST LOADS: +54-0 S.F- -63.0 P.S.F. PART NO.: NIA
IN'll IF -4fj DESIG14 PROFESSIONAL MAY DIFFER. A
Duke Boulcmd VINDLOAD RATING
Masai,Td.",
�.OH 45040 USA
ULTIMATE WIND z1flopEly " 513-770-4200
SPEED(MPH) 155 160 170 180 195
........., I I 1 .0 6011,9 PndtlS CO.K�y F..Na 513-770-4253
W6 DP30T
% .00 *.015 DESCRIPTION: 2"STEEL PAN DOORS 16*211; (SEE TABLE FOR MCDELS)
EXPOSURE B.C, D 31 C. 1) 2.c III C B 000 ±.005
CATEGORY SN"',0.......
' - - - - .1 1 1 1 - .0000 :k.00 I DRAWN BY: SH JDATE:)DESIGN ENGINEER:
SCOTT HAMILTON, P.E. MDeq,...EAN ROOF HEIGHT 25' 15' a5l 15, 30' U.T..SIMed 1/2* CHECKED BY: S.-i JDA:IE: 11/20/IISHEET 1 OF 4 ISIZE J-)
FLORIDA LICENSE No. 63286 DPIENSIONS ARE IN i.%,cHEs-D%AiG. NO.: 104710-A/B
j VER: IBC
4 3 2 FLOlU,-Dla00&/A\3 PRODUCT APPROVAL 16107
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EI4BOSS DOORS SHEET' REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 2 OF 4 I I REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 64A, 94 73, 75 76, 75L 98 CL13PA.Y 'GALLERY' GD5S, GR5S 0.3 — — — 'SH I SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RSTfiRST 2RST 4FH13
LMES 'ARTISTRY, AR5S
HOLMIES 48, 48B 42, 423 -- — IDEAL 'CARRIAGE HOUSE' I ED5S
D SHORT LONG FLUSH SHORT PANEL
D
IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION
TSOLID DOORS (NO GING)`OR DOORS WITH OPTIONAL IMPACT—RESISTANT GLAZING ARE OPTIONAL DSB OR i/8'ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
• 'IMPACT—RESISTANT. OPTIONAL INJECTION—IJOLCED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
GLAZING IS GE LEXAN SLX24327, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606.
IEC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE 'WITH THIS SECTION MEETS THE
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE VAND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IM?ACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
CODE AND IS LARGE—AND SMALL—}MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FEC/IBC).
SECTION B-B (IMPACT—RESISTANT GLAZING OPTION) SECTION B=B (NON—IMPACT RESISTANT GLAZING OPTION
C DETAIL'D' C
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
"0 AIL 'D'-------` IMPACT-RESISTANT FRAME. 125
OPTIONAL DECORATIVE 223 \ MULTIPURPOSE HIGH BOND TAPE •��
SNAP—IN INSERT. (BETWEEN.FRAME AND FACADE).
_ 5
DECORATIVE FRONT FACADE.
� - cLazlNc,
1 MOLDED INSIDE
o:ea�
lSTRUCTURAL SILICONE SEALANT LITE RETAINER.
(BETWEEN STEEL SKIN AND FRAIAE). (10 SC" PAN HEAD SCREW
E).
(10 SCREWS PER LITE).
IMPACT RESISTANT
ONE—PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
640LDE0 GE LEXA,N (10)B8 x 3/4'PAN HEAD MACHINE SCREWS, B
B SLX2432T FRONT
FRAME L-GLAZING.
IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104710-A DRAWING 104710-9
HAM/CT
I—IV 4.0
8 * MANUFACTURING.PRODUCT CODE
SHORT PANEL: PAN-21153
.fl 1� /6 DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F. LONG PANEL: PAN-21156
��� PART NO.: N/A
STA E OF <U TEST LOADS: +54.0 P.S.F. Pt —63.0 P.S.F. A
Onless stot<a Osnerwlse 8585 Duke Boule,rd 4ANDLOAD RATING
'0•• 'C �� _ClOpay M�sron,
ON 45040 USA
%T�;'•C p p 9 P,:��,�
TOLERANCES.. reL 513-770-4&10 6 D P 3 C T
�ONA � .00 - =•.015 DESCRIPTION: 2'STEEL PAN DOORS 316'2`!7 (SEE TABLE FOR.MODELS)
.000.= :.005
DESIGN ENGINEER; — 0000 = :.ODI_ _DRAWN BY: SH DATE: 11/19/1 SCALE: N75 DWG.R
SCOTT HA!.ENGI P.E. Degrees ' :1/` CHECKED EIY: SH DATE: 11/20/1 SHEET 2 OF 4 SIZE 1J
FLORIDA LICENSE No. 63286 au` s10uS`ARc r�a6+Es. D'NG. NO:: 104710—A/9 VER: I2C
4 3 2 1
-CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET' REVISIONS
MODELS .24 GA 25 GA '25 CA 24 GA MODELS 25 GA _ 3 OF 4 IREV. NO.1 ZONE: I DATE: ECN N0, APPVD. DESCRIPTION
CLOPAY 84A, 94 73, 75 76, 75L-1 98 CLOPAY"GALLERY' GOSS, GR5S :03 - - - SH I SEE REVISION.HISTORY ON SHEET ONE,
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S - -
HOLI4ES 48,48B 42.-42B -- -- IDEAL-CARRIAGE HOUSE' ED5S
D SHORT LONG FLUSH SHORT PANEL --I 1--2" THICK
D
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (2) 12 GA GLV.STEEL TOP ROLLER
(NO LOAD FR'LM DOOR) NOTES;. - - 25 GA. (0,019" tdlN. THICK) _
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS.STEEL,EXTERIOR SKIN - BRACKETS (2-1/2" x 5-3/6°), EACH
THE 2.6 VERTICAL SYP(GRADE T)2 OR BETTER)JAIJBS.NO LOAD FROM THE DOOR IS BRACKET ATTACHED 1V/(4) 914x5/8" SHEET
WITH G-40 GALVANIZING, t
,TRANSFERRED 70 THE HORIZONTAL(TOP)JAMB. BAKED-ON PRIMER MOA ,J METAL'SCREWS. AWLISTABLE SLIDE ATTACHED
r 2.EACH VERTICAL JAMB SEES A i4AXIMUM.DESIGN LOAD OF.+288 LB& -336 LB.PER LINEAR TOP BRACKET TO WITH
FOOT OF,tALtB. BAKED-ON POLYESTER PAINTED (2) 1/4"xl/2" BOLTS
3. ALL JAMB FASTENERS MAY BE(BUT ARE HOT R°OURED TO BE)COUNTERSUNK TO PROVIDE A TOP COAT APPLIED TO BOTH AND NUTS PER.BRACKET_
FASTENER FLUSH MOUNTING SURFACE SIDES OF STEEL SKIN.
TYPE 4.A t/J STRESS INCREASE FOR WIND LOAD WAS NQ(USED IN THE CALCULATION OF ALLOWABLE
,LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND.MASONRY.
MA; O.C.
C, JOINTS SHIP LAP 14 GA. MIN. GALV- ROLLER HINGE. EACH
2.6 VERTICAL JAMB ` #144/8" SHEET METAL.AND(2)
1/4"x3/4" SELF TAPPING SCREWS. SEE
4"—I VIEW "B".
4-1/4"
LONE 4" T-STRUT PER SECTION. (SEE VIEW
"0") EACH T-STRUT ATTACHED AT EACH
2x6 BE U TO SUPPORTING TIE SF T TUR ATTACH\TENT VI 'J "D" HINGE LOCATION WITH (2) 1/4"x3/4" SELF
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4"TALL TAPER STRUT. TAPING SCREWS.
MAXIMUM 0.057" MIN. GALV. STEEL.
ON-CENTER 50 KSI. MIN.
DISTANCE STEEL
BETIYEEN 1VASHERS
BUILDING TYPE FASTENER TYPE FASTENERS°RECUSED?
BLOCK I '- - i c`: 1-1 4 IAIN. IJ E AP ON C NCR T ,,H R 7- 1"OD
3000 PSI MIN. ON RETE t 4-x t MIN. EMBED TAPCON CONCRETE ANCHOR - 8-1/4" 1"0.0. FAl
B2000 PSI MIN CQNCREIF 3S-X 1-3/4--MIN. EMBED 1YEJ-IT ANKR 7ITE'SLEEVE ANCHOR _ INCLUDED
Per MAN. R i - 4'- IN - W -IT ANKR TITE SLEEVE N 4" IN U
AM YsG5 1 RRY(ASTM ARA A t- T T R 17-3/4"
FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE.HIGHEST ANCHOR INSTALLED ;
AT LEAST AS MGH AS THE DOOR OPENING.CLOPAv
MINIMUM
DOES'NOT E SUPPLY JAWS ER OF.AINC R AND
12 GA-1dIN. GALV. STEEL BOTTOM BRACKET
b11N1.V.UtA DISTANCE BE7IYEEN CENTER OF,A4CHOR AND EDGE OF CONCRETE BLOCK.2-1/2", EXCLUDING STUCCO THICKNESS. ATTACHED WITH (2) #14x5/8" SHEET METAL
SCREWS.
ALUMINUM EXTRUSION &VINYL WEATHERSTRIP.
'[.HAIyJi� 814x5/8" SHEET METAL SCREWS SECTION 'A-A.(SIDE VIEW)
`�•`,SG�\C E AI S', � 0 k
.2 . 0 No6 8MANUFASORiCTURING PANEL: PANU2Ft53E0 0' LONG PANEL: PAN-21`756
1/4"z3/4" SELF DESIGN LOADS: +36.0 P.S-F: & -42.0 P.S.F-
z O. TAPPING SCREWS. TEST LOADS: +54-0 P:S F. & -63.0 P.S.F. PART'NO.: N/A
'STA GA. ENO HINGES 18'GA {MIN;I INTERMEDIATE HINGE Unless S;cted Otne verse —(�'O a 8585 Duke Boul"ord WINDLOAD RATING
YIEv�"g' v�19 TOLERANCES a-e —u p y .Naso+„014:050,USA
Sei.ho,513-770-4600 �,�6 D 3 S T
.0= 2.031 Bull6q Prof ds CwIp2lp• Fos 1'o.513-770-41iaS
.00 = :L.0 15 DESCRIPTION: 2”STEEL PAN DOORS 16'2"%-/ (SEE TABLE FOR MOOECS)
DESIGN ENGINEER: .coo = :t.0050000 r 2.001- DRAWN--BY: -Sri DATE: n/te/1 SCALE: NTS DWG.R
Degrees -_1/2' CHECKED BY: 'SH DATE: 1 1/20/12 SHEET 3 OF 4 SIZE .1J
SCOTT HAMILTON, P.E. Urd—Eteted Oteerwtse -
FLORIDA LICENSE No. 6J 86. OWENSIOXS AR-_IN INCHES.DViG. NO.: 104710-A/e VER:18C
3 2 FLOGODA p ODMC T APPROVALS 116107
4 3 '2 ) 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET- REVISIONS
MODELS 24.GA "25 GA .25 GA 24 GA MODELS 25 GA 4 OF 4 REV. N0, ZONE: DATE: ECN N0. APPVD: DESCRIPTION
CL'OPAY 84A, 94 73,-75 76, 75L 96 CLOPAY 'GALLERY' GD5S, GR5S 03 — — 'SH SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST' .6RST 2RST 4F HDLNES 'ARTISTRY' AR5S
-HOLMES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' fDSS
D SHORT LONG FLUSH SHORT PANEL D
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER(TO SU17).
,NOTE;TRACK CONFIGURATION ABOVE'HE .DOOR COUNTERBALANCE SYSTEl.1 JAMB CONFIGURATION
DOOR OPENING ODES NOT AFFECT THE DOOR DOORS UP TO 800 LBS.
WIND LOAD.RATING OF THIS DOOR.. r - HEIGHT "L"
13 GA GALV.STEEL FLAG BRACKET ATTACHED TO •• I-DOOR OVERLAP (EACH SIDE)—{ IFF..-- STOP tJOULDING'SY DOOR INSTALLER(TO SUIT}.
JAMB YnTH (3)5/15"X 1-5/8"LAG SCREWS 7'- - 76" I J
AND TO"TRACK WITH (2} 1 J4"RIVETS. ., 2x6 SYP WOOD JAMB.SEE I 76 GA GALV. STEEL END STILE.
7'-6" 'JAMS PREPARATION NOTE•. 18 G:..'.GN:V, STEEL DOUBLE END STILE.
2 TRACK CONFICURATION .i 8'-0"1 "
'DOORS UP TO 800 LBS, ''� '-6" 94-
9-0-
<" - ••' 20 GA.MIN.GALV.STEEL INTERM,.STILE.
_ w ,AS ROD:SPACING NTE t4`O.C. I
9'- "t _ 18 CA.CALV. STEEL INTER.
_ 2-1/2`X 12 GA GALV..STEEL
0 9 " TRACK BRACKETS FASTENED TO J HINGE FASTENED TO CENTER
a, 63" 7 CALV.STEEL TRACK. 10'-0"I - STILE tV/(4)EACH#'14x5/8"
10'-6-11 - WOOD JAMBS WITH 5/6"X-1-5/8- SHEET METAL SCREWS.
n TRACK THICKNESS:0,083"• 11'-0"1 4" LAG SCREWS NOT TO EXCEED 14"
50" 11--6" 0" ON-CEN7£R.MIN. OF (9) LAG 7/16-I.D. ROUND
SCREWS RECURRED PER JAMS. PUSH NUT
ee •L• 12-O 1 2"•CALV.STEEL TRACK FASTENED TO FASTENER.
i 12'-6"14 "
38" TYP.2-1/2 X 12 GA GALV. 13'-0"14 " 12 CA CALV STEEL TRACK BRACKETS 14 GA.GALV_STEEL ROLLER HINGES FASTENED TO END STILES%V/(4)EACH§74z5/8-
.�. z 'STEEL TRACK BRACKETS, 13'-6•'1 4" V;ITH EITHER(2) 1/4"DIA RNE75 OR SHEET META' SCREWS ANO(2) 1/4'SELF TAPPING SCREWS PER END HINGE C
a 24` 5/16'X 7-5/8"LAG SCREWPER i<' TRACK BRACKET.
TRACK BRACKET. 1 •_0- 2"DIA. 7-1/2"LONG STEM, 10 SALL STEEL ROLLER W�H STEEL OR NYLON TIRE.
1 -6"
10" 16-0-1184"1 SECTION C—C
3-1/2" LHR BRACKET(2-1/2"x 5-3/4"x 12GA)
.PREPARATION OF JAMBS BY OTHERS. ATTACHED W9TH (2) 1/4"x 3/4"SELF TAPPING
-'- -- - SCREIVS.NOTE THAT LHR 3.RACKETS ARE ALSO
-- - - -_- - -" - USED WITH "DOUBLE_END STILE"AS SHOWN IN
3" R I(" ATI N ,NOTE: TRACK CONFIGURATION ABOVE THE `20NE B-3 SHEET L
R 1 DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK
S AN OVER. WIND LOAD RATING OF THIS DOOR, DOORS 80 LBS AND OVER LOW HEADROOPA OPTION
"CENTER OVER
REQUIRED FOR (AVAIL.FOR BOTH 2"AND 3"TRACK)
DOORS OVER 8'INCH.
OOUEL£HORIZONTAL
I"F TRACK.
jj .. .. 1"DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB.SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT). p
3"OALV.TAPERED STEEL TRACK AND ANGLE TRACK - "JAMS PREPARATION NOTE". - 96 ^A CALV, STEEL END STILE. U
THICKNESS 0,101 ANGLE.THICKNESS:0.080 - HOR120MTVa.TR:.CK ,. ::.' 16 GA CALV.STEEL DOUBLE END STILE.
MIN.ANGLE DIMENSIONS,3-1/4"y 2-7/8". SUPPORT BY DOOR 20$A PAN.GALV.STEEL INTERV STILE.
VERTICAL/HORIZONTAL TRACK 14"hW(LVUM SPACING INSTALLER(TO-SUIT). 18 GA. CALV.STEEL INTER.
J-1/4"z 2-7/8"MW. x 0.080"TAPERED / HINGE FASTENED TO CENTER
JUNCTION.TWO 1/4'BOLTS }{— FROM LAST MOUNTING �J
NUTS'.FOR EACH TRACK, �( SLOT TO TRACK JUNCTION ANGLE.SEE WG 8CL7 MOUNTING BELO./1,, STILE W/(4)EACH x'14%5/8"
= I 7/1D. UND SHEET METAL SCREWS.
t PUSH NUT
c ADDITIONAL MOUNTING SLOTS FASTENER.
SPACED AT 12"CENTERS,
0 0.101"THICK 3"GALV.STEEL TRACK FASTENED- i<GA GAL V. STEEL ROLLER HINGES FASTENED TO END
'TO TAPERED ANGLE.TRACK ATTACHED, STILES W(4) EACH$14x5/8"•SHEET METAL SCREWS
`� ��{ HAfvj/�T���� _ �12"ON CENTER TAPERED ANGLEWITHAONE I tJCUyTINGOSLOT. (2) 1/4"SELF TAPPING SCREWS PER END". GE.
56'
.� w 3"DIA 8-1/2"LONG STEM-BALL BEARING STEEL ROLLER.
i N£.Y"TRACK BOLT AND NUT AT EACHSECTION C—
RANUFAC7URING PRODUCT CODE
• z 34" PREPAP.Ai10N OF JAA16S BY OTHERS. SHORT PANEL:PANU T COD
MOUNTING SLOT LOCATION. ONG PANEL• PAN-2F7
DESIGN LOADS +36.0 P.S.F. & -42.0 P.S.F.
q -O; 'S L3 VS o TEST LOADS 54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A
'r1 91• STATE OF : DOOR VERTICAL Unless Stated.Ot e,W.se _C�opay 8585 Duke BoVlevccd W,INDLOAD RATING
��.••� .•<C!� ,22'
HEIGHT TRACK lENG7H TOLERANCES are Mcson,ON 45040 US;. �� T^ l T
_2_-.0_ .0 -:031 BV36ng.&aidds Car„urtf Fdx No.SIS-7 0 44853 D r b
4`
% 10• 9'- 96` ”" O751tl'
1-5/1 WG SCREW SPACED A7 THE SAME ,O0 .1,015 DESCRIPTION: 2" STEEL PAN ODORS 16'2'17 SEE TABLE FOR d10DELS
�A7lIf i1l�A t -0 / " DISTANCES AS THE TRACK BOLTS CLE 3-1/2", 10`,22:34", ,.00 3.005 ( '
132 _ _ _ 46. ETC.). ADDITIONAL WG SCREWS LOCATED AT IS%28`.& •0000 _ f.001 DRAWN BY: SH DATE: 11/19/1 SCALE- INTS DWG.
:.3--1/2" 14-O 156- Degrees t t 2
DESIGN ENGINEER: 6_0 180 40"FROM BOTTOM. TWO LAG SCR WS ALSO LOCATED ABOVE q / CHECKED BY: SH DATE; 11/20%1 SHEET 4'OF.4 ISIZE
SCOTT HAMILTON, P.E. "-T - %LRTICAL/HORIZONTAL TRACK JUNCTION. Vn:e 51dted Otherwise -
FLORIDA LICENSE N6 63 8G IDIMENSIONS ARE IV INCHES.DWG. NO.:' 10471 O—A/B VER: IBC
4 3 2 FLOOMA PIRRODUCT app ROW W 16107