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FL# FL16107-R10
Application Type Revision RECEIVED
Code Version 2017
Application Status Approved DEC 0 6 2018
Comments
Archived ST. Lucie County, P+f(111tfi1f19
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,01-145040
(513)770-6062
rriwesterfield@clopay.com
Authorized Signature Scott Hamilton
shanilton@clopay.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
=J Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Scott Hamilton
UjEvaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA,Inc.- QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
Validation Checklist- Hardcopy Received
Certificate of Independence FL16107 R10 COI Certification of Independence of Validation Entity_
Ganr Pfuehler.pdf
FL16107 R10 COI Statement on Independence of Evaluation Entity_
ScottHarrilton 120424.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16107 R10 Eauiv 20170809- FBC- DASMA 108 equiy.Ddf
FL16107 R10 Eauiv 20170809- FBC- DASMA 115 equfv pdf
httpsJ/vm.floridabuilding.org/pr/pr app dtl.aspx?pararir-v,,GEVXQwtDg44ngAXhlOgaYpgetu2%2f5n8XnBD2%2f\/oBJculDX01V%2fA%3d%3d 1/5
11/21/2018 Florida Building Code Online
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 0 0 Page 2/3 0 0
FL# I Model,Number or Name I Description
16107.21 21 W8-16 DSIE-IF471: GD2SP, GR2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior skin
GD21_P,GR2LP,AR2SP,AR2LP, ED2SP, 27 ga, min.) Double-Car(9'2"to 167 wide)WINDCODE@ W8
ED2LP,4302, HDGC, 6202, MFC68, Garage Door with Optional Impact-Resistant Utes
4305, HDGR, 6205,SFR68, MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104786-Rev04-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+46 PSF/-52 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or doors FL16107 R10 AE CBPC 130214-A.odf
with optional impact-resistant glazing are Impact-resistant(large Created by Independent Third Party: No
missile impact).
16107.22 22 W6-09 DSIE-1F171:4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior skin
4301,4300,4301,4310, HDG, HDGL, 27 ga, min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 Garage
HDGF, 66,66G,67,67G, 68,SP200, Door with Optional Impact-Resistant Lites
SF200,SE200,6200, 6201, 6203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 101526-A-Rev20 sioned.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+38 PSF/-44 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or doors FL16107 Rio AE CBPC 130214-A.pdf
with optional impact-resistant glazing are impact-resistant(large Created by Independent Third Party: No
missile impact).
16107.23 23 W6-09 DSIE-1F171: 4400,4401, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior skin
4300,4301,4310, HDG, HDGL, HDGF, 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODEO W6 Garage
66, 66G,67,67G,68,SP200,SF200, Door
SE200, 6200, 6201, 6203
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL16107 R10 II 101526-B-Rev20 sioned.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure:+38 PSF/-44 PSF Evaluation Reports
Other:Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130214-A.odf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windbome debris regions.
16107.24 24 W6-09 PAN-2F153: 84A,94, 73i'75, Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide)WINDCODE@
1500, 190,4RST,4RSF,417,6RST,6RSF, W6 Garage Door with Optional Impact-Resistant Utes
48,42, 55,4813,4213, 55S, GD5S,
GD5SV,GRSS,GR5SV,AR5S,AR5SV,
EDSS, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 101348-A-Rev17-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Ham lton FL PE 63286
Impact Resistant:.Yes_ Created by Independent Third Party: No
Design Pressure:+38"PSF/-44 PSF Evaluation Reports
Other:Max. Wind Speed (V_ult): 170 MPH.Solid doors or doors FL16107 R10 AE CBPC 130214-A.pdf
with optional impact-resistant glazing are impact-resistant(large Created by Independent Third Party: No
mi ssile impact).
16107.25 25 W6-09 PAN-2F153: 84A,94, 73,75, Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide)WINDCODE@
1500, 190,4RST,4RSF,4F,6RST,6RSF, W6 Garage Door
48,42, 55,4813,4213, 55S,GD5S,
GD5SV,GR5S,GR5SV,AR5S,AR5SV,
EDSS, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16107 R10 II 101348-B-Rev 17-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:No Created by Independent Third Party: No
Design Pressure:+38 PSF/-44 PSF Evaluation Reports
Other:Doors with standard glazing meet the wind load
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• i
I '
4 3
HDDELS 24 Ga 125 GA 25:GA HODELS a Ga 25 Ga; 1 �F j,4 REVISIONS
CLASSIC RAISED PAWI:L.O pts DOORS CARRIAGE HOUSE`RAISER,PANEL EMBOSS!DODRS' -SHEET -
_ ,_ .- , APPVD: _ DESCRIPTION
C4OPAY BAA,9a 73;J676:- CEOPAY
LASS„CRSS _ _
R
IDEAL 4RST,9F>< 6R$T '"2RST.,_: 'GALk;ERY^ -.. 77N0, ONE: ��At/�, ECN.NO. SH . REV6ED FOR NEW LOADS.
- - ..
IiOi:HES. 40,aeB 42;-42B �= ...� 1�1-�5.
NE .. ARSS
SHORT PAL L:UN6`PANEL`; "ARTISTRY.'
HOBE, 4F IS FLUSH ,'CARRIAGE HOUSE' EDSS =- .
SHORT PANEL- LONG:.P,ANEL
- SH6R7 PANFI/FI IISH MOOEI;S::(i) INTERMEDIATE'STILE BETWEEN EACH
EMBOSS [(3).STILES PER SECTION AT W&VIDE]..,EACH INTERM:STILE
'OPTIONAL.,:GLAZING.IAAY BE' ATTACHED.FYITH TOG-L-LOC-(TOP k BOTTOM)'ANO`URETHANE'-ADHESIVE
STANDARD::OR,IMPACT,RESISTANT` (ALONG CENTER),i
GLAZING. SEE,SECnON B-B.0(4 LONG..PaNEL MODELS:.(3)TOTAL,-STILES PER SECTION. (1).STANDARD
SHEET 2 FOR DETAIL$• WTERMEDIATE STILE HETVlFEN EAGH.EMBOSS'.EEACH STANDARD INTERLL
MAk ISTANDARD"SIZE+IS;, STILE ATTACHEO'WLTH TOD-'L-LOC.(TOP,,A BOTTOM)AND•'URETHANE
19-1J,3•:X46", IMPACT RESISTANT ADHESIVE ALONG CENTER), EXTRA INTERM„STILE$'(1)'PER L014G'PANEL
IG
DOOR HEHT, p.[IF p.OF.,U-BAR$. GLA7ING 1S ZT_ 6/8x14 1/8.' PER-SECTION FIEED"INSTALLED WTH. (4).;#8:SKIS•'(P.ER-STILE).
SECTIONS MAX.DLQ SIZE IE� 18--1/2,x11
,UP TD'7'0- 1 47 6. -. !..-A. ;END'STILES,ATTACHED TO DOOR
13' TO 8'9' :5 .8 -. -SKIN WITH PATENTED TOG-;L-LOC
910.TD L0 6''__ 6 9' -- 'SYSTEM (TOP,;BOTTOM. &-CENTER).
1019, TD 12'3' 7 EE SEND HINGE
12'6'_TO 14V 8 12 ..' _Ar ` ' ,EEY1 EN A
C14'3' TO 15.9' 9 14' N
l6'D' 76
MAX-SECTION HEIGHT,-'21'
o' - ._ - .: -SEE INTERMEO. HINGE
I SLIDE BOLT:LOCK
?ENGAGES_:INTO.
`~ ENO VERTICAL'TRACK..
STILE. 'ONE LOCK ON
EACH SIDE.-0F
v�0 DOOR:
THIS,DOORE,NEETS OR EXCEEOS;THE,OESIGN LOADS,FOR THE a`
A41U)MO0)FOR:THE FOLNTE EF,OVf'ALC LDINGC TOE THE SED O N! K 7„ c
ULTIMATE YlINp SPE€DS LISTED B
A CEllHC'j FO AR Ef INTW NALOWIL BIALDWG CODE(BASED ON' L�I TWO;BQINT COCKWG- INSIDE SLIDE BOLT
ANSI l7ASMA IANY ROOF 008 'SRE SPECUPEAND 4)7E HCONOOIONS:'1)ENCLOSED .. .. - INTO,TRACK :ONFO VERTICAL ?TION.
BUILDING, 2) ODOR HAS 2".0F,WIDTH BL ORDANC -ENO 20N,E,7j '; _ EACH SIDE 0 TT�K K O END
ax NAP LATCH EN
GIH.ACCOROIWCE"WTTFi� I.�� _
GV.CULATIONS BY A:OUAUFIEO • CH.ON STILE.
DESIGNPROFESSIONAL PLAY DIFFER_ 000:2,
BUL'TjtIATE'WIND '
155 160 170 IBD 195 B
SPIED U4PH> —= ... �— HOUTSIDE ANDLE.
EXPOSURE "S,C.II:.B,.0„D: 'g..0 B.C B .' LOCK;@AR
CATEGORY -ORTIONAL OUTSIDE KEYED LOCATION OF p OUTSIOE—� END ENGAGES IN
ON
NEAN•ROOF HCIGHT as, 15' .25+ - IS' 70• LOCK;POSIT'0'POOR'WIDTH�0 E0” KEYED •EACH ID
HANDLE �1�' OF DOOR.
114SID 'ELEVATION ��""II - INSIDE HANDLE OF DOOR.
+CLASSIC':SHORT RAISED-PANEL.ESHOWN.:LONG''CLASSIC OUT KEYED LOCK.WITH OUTSIDE KEYED,LOCK WITH
AND SHORT'CARRIAGE HOUSE•ARE ALSO APPROVED, SNAP'LATCH LOCK OPTION. LOCK BAR LOCKING.
,.0j jT 7HAl< Ai,�
�!o ycj ENS-% s
f,
'
� r E
` NO, 63 610 .#1'4k5/B" SHEET :UFACTURING PRODUCT CODE
METAL SCREWS SHORT PANEL:'PAN-,217153
r( LNG PANEL. PAW;217156
`DESIGN LOADS +38:0 P.S.F. &, 44 0 P.SiF.
' T ST LOADS +57,0 P 5 F & =66 0 P.S.F.
PART NO:x N/A
X3J4 SELF Liana sUaid aln..:i_ _ 8585 Duke Beulmrd VJNDLDA➢T2ATING ~
-TARPING•SCREWS Uos4A,'OH 45040 USA
TOLERANCES, Clopay 4
F <o R 1 p s \ ♦ TµNa 613-770-4800 W I I P
s00 t's015 '3rcdxis EfmPa'N F4.•tlo.513a7O.4B53
DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC.+38/''44�;PSF
!t 1f1 .14 GA. HND HINGES 1A GA. INTER6IEDIATE' .000• :,005 -
FANGEDRAWN BY.. .kWcDATE;3%15/95; E: NTS
1pgslqw EN("i3NEER' �IESI "' Y+” " peg ees SCALt'12 DIIG'�•
CHECK,D DATE;-- SHEET t OF 4 SIZE
SCOTT HAA11L'TON, P;E.. I uNeii'S4u4d olne.:.ie_ �
FI:ORIDA 0CENSE,No.'63286 •pwDN;lwt4'ARC m.dickEs.DVJG, NO, 101348•- A/Et VER; IBP
4 3 .2 FLORE °; P -ODMC��1 APPI4.QVAL �,00201
f
4 3
'CLASSIC'RAISED PANEL.�EARM$ nbaIi$ - 'CARRIAGE,HOUSE"LIAISED PANEL EHBOSS tdoR $MEET= REVISIONS
MODELS '24 GA 45'CA 25;fiA MODELS 25 GA" - 2-s zA_ 2: 'OF I4' "
I _. ` REV. NO, ;ZONE: DATE ECN NO. APPVD AESCRIPTION
I CU]PhY - 844 94" T4;Z.J_ '78 CLOPAY GOSS,ORSS T7 _ -. SEE REVISION HISTORY:ON$HE_rT ONE.
:IDEAL,. 4RST;AF!c "6RST 2RST 'GALLERY' - -
1 Mt1EHES 48:4811 42.42111 -- HDLKES `
AR55 _-
SHORT PAREL I I!(IN PANEL. ARTISTRY' _.
[DEAL __ D
D r•_.Hd"dEL-4F IS-'RUSH, "CARRfAGE HOUSE' EDSS '
SHORT PANEL, LONG'PANEL
i
IMPACT--RESISTANT `CONSTRUCTIMSTANDARD ASSEMBLY CONSTRUCUON:
,.5060 DOORS(NO'GLAZING) OR„DOORS WffH OPTIONAL-IMPACT.-RESISTANT GLAZING ARE. OPTIONAL-OSB',OR 4/8''.ACYRUC LITES AVAILABLE, OPTIONAL.ACRYLIC CLA71NG IS
.IMPACT RESISTANT'-OPTIONAL INJECTION-MOLDED:POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CO APPROVED-CCI PLASTIC IN ACCORDANCE”WITH.IBC/FBC
GLAZING IS GE:lEXAN§LX2432T..AN APPROVED.662.PLASTIC IN ACCORDANCE•WNH 2606:
'.IBC/FEC 2605 AND'AN',APPROVEO'CA:PLASTIC'1N ACCORDAN,CE WITH FBG,267,2: fHE'ENTIRE 000R:ASSEMBLY INSTALLED IN.COMPLWICE'WITH 11415 SECTION MEETS'THE
THE.ENTIRE DOOR7ASSEMBLY"INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS,,THE, WIND.LOAD REQUIREMENTS OF,THE.FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAO,REQUIREMENTS:OF'THE FLORIDA.BUILDING.CODE AND INTERNATIONAL BUILDING' CODE'BUT V F' NOT MEET THE IMPACT.RESISTANT REQUIREMENT'FOR WINDSORNE DEBRIS"
CODEAND IS-LARGE-AND:SMAEL-MISSILE IMPACT RESISTANT. REGIONS (REF..CHAPTER-TFr,'FBC/10C).,
SECTION B-r'B .Q)JPAGT—RESISTANT GLAZING OPTION I SECTION ,B—B (NON-'IMPACT RESISTANT ".GLAZING OPTION)
DerAu'D^ c
- i
'FRONTFRAME VATH UV.COATING ON OUTSIDE SURFACE.
NQTE,THAT FRONT FRAME IS NARROWER THAN
LMPACT=RESISTANT FRAME'
725
'OPTIONAL DECORATIVE 225 MULTIPURPOSE'HCH BOND TAPE
NA
SP-IN INSERT: (BETINEEI_I FRAME AND'FACADE), ... .
DECO,RAID7E FRONT FACADE.
/ GLAZING
a:tee� MOLDED INSIDE J
TRUCTURAL!SUCONE SEALANT I LITE RETAINER:
(BEPATEN STEEL.SKIN AND FRAME). .#8Y3/4-PAN HEAD SCREW
(10 SCREWS PER UTE)-
UIPACT RESISTANT .
'ONE P1ECam POLYSTYRENE RETAWER'FASTENED'TO FRAME%LTH p
BSLX2 EJ2T"FAD GE,L NT �1Q))T&k 314'PAN.HEAD'MACIRME'SCREWS. ( LJ
FRAME.&,OWING.
IMPACT-RESISTANT AS;$EMBLY ;DETAIL'S STANDARD ASSEMBLY DETAILS
DRAWLNG Qit-348-A ;DRAWING 101348-B
, Q�jl HAMj,4
.'UFACTURING PRODUCT.CDDE
* No 6,3 ��� * SHORT PANEL:.PAN-2F153
'lOtIG PANEL PAN=21`156
DESIGN lMOS 38.0 P S:E- & 44 0 P:S.F. PART NO.a N/A
TEST GADS +57.0.'P F & -66.0 P S.F, A_
E Um.51aud alh ;.e -' - 85B5 Du;ee Bouleemd WINDLOAD RATING
•O�`.r p =��';
opa
TpCERANCES„e y Ilasm OR 45040 USA
'.cF O A CO �.,• , Tet Ra,seno
t -4800 + / T�p p
,S ,.. C��. D..o Y.0.71 Ba+m7 Ttd Is tarvaar r:eta,su-no 4851 V�J 6 1J P3 L7
00= DESCRIPTION: CLASSIC AND CH RP STEEL PAN'SC+38/-44'.PS
Ot 015 f
pESIGN ENGINEER, gODO= t.001 DRAWN BY; MW - DATE; 3/7$/95 SCALE: MS D,WG,
Degrees t L/T CHECKED BY; - DATE: -- SHEET 2 OF 4 d SIZE B
SCOTT'HAMILTON;P.E. - UdawYSlulad ONowsso
FLORIDA LICENSE No..63286 WuEMs=nfe6 W➢So_.DWG. NO,- 101348 - A/8 VER: TBC
4G L�Q�0B.A p ODMC��I app�OVAIL ISM
i
i+ 'CLASSIC'RAISEI)i PANEL EMBOSS DGDRS CARRIAGE'HDUSE'RAISED PANEL EHDOSS,DQORSi SHEET' REVISIONS
I MODELS 2A GA 25;GA M.'OA MODELS ;25 GA '. 25 GA - .3 -QF
li CLOPAY 84A 94 79.75 76 REQ. NO. ,ZONE DATE. ECN NO. �APPVD; DESCRIPTION
CLORRY. G85S,.GR5S -- 17 SE
IDEAL 4RST.4Fx. ssST 2RST 'GA TERM• - - - REViStON HISTORY ON.SHEET ONE.
FiOLMES '46. _„ M S ARSS --
Sfi0R7'PANEI LONG.PANEL
IDEAL I 3" TALL U-BAR
y-MODEL 4F"IS'FLUSH 'CARRIAGE.kMSE' ED5S F-.2-THICK 20 GA. GALV_ $TEEL
SfQRT PAN
iEL LDNG' PANEL-' I L71N. YE1LD STRENGTH:.50 KSI
.
i VERTICAL JAMB.ATTACHMENT"(1'lOOD FRAME BUILDINGS):
3/8-:x3" LAG SCREWS 0N 247 CENTERS 1-41/8" 0 D,tWASHER REQUIRED .LACr SCREWS MAY
BE.COUNTERSUNK (BUT-'.NOT REQUIRED)"TD PROVIDE A',FLUSH MOUNTING SURFACE.
HORIZONTAL JAlJBS'DO NOT TRANSF6 LOAD.
12 GA. GALV. STEEL TOP
'VERTICAL JAMB ATTACHMENT (C-•917 SLOCIS OR 2000 ASI'MIN GONGRETk' CnLUMN): ' ROLLER BRACKET. EACH
3/8'x3" SLEEVE-, 8DLT5 ON 22' CENTERS (2,000 FSI MIAS,CONCRETE). WASHERS BRACKET ATTACHED,W/(4)
INCLUOEQ WITH SLEEVE ANCHORS. 714x5/8" SHEET METAL
OR SCREWS.
1/4 Y3"TAPCON SCREWS-ON 19r CENTERS.(2,000`,PSi MIN. CONCRETE) OR rd"CENTERS 25..13A. MIN, G-40 GALV SHIP LAP JOINTS:
(C.:90,BLOCK).`I"O.O.,WASHERS REQUIRED WITH`TAPCONS. STEEL-SKIN YlITH A`..
ANCHORS MAYBE:COUNTERSUNk'(BUT NOT REQUIRED)To'PROVIDE'A:FLU$H'MOUNTING' 'BAKED-ION PRIIMR AND
OTHER JAMB CONFIGURATIONS: REFER'.'TO DA561A TDS D -A;BAKED;Otb POLYESTER
G SURFACE. HORIZONTAL JAMBS DO NOT'TRANSFER LOA TOP COAT APPIJED TO C
14 GA.'GAUL. STEEL END HINGE '
1fi1..A LICENSED DESIGN' BOTH SIDES OF STEEL FASTENED TO END'STILES V/(4)' EACH
PROFHSSIOh1AL, Y.ALSO 8E EMPLOYEO'TO APPROVE'A.TERNATE' FASTENERS AND/OR JAMB' ' SAN' - '#14x5/8' SHEET METAL•SCRENS '2c (4).
CONFIGURATIONS_ 1/4" SELF TAPPING SCREWS. '
F�REPARATIL)N 40F ,JAMBS.BY'OTHERS.
NO :'THE DESIGN OF THE,SUPPORTING'STRUCTURAL ELEMENTS SHALL,BE THE. -
RESPONSIBRJT'b-OF THE PROFESSIONAL;Oa RECORD;EOR THE_BUILDING:'UR STRUCTURE AND '�� 3" TALL x.20. GA..'GALV..STEEL'U-BARS: ,
1N..ACCORDANCE WITH,CURRENT BUILDING CODES-'FOR THE,LOADS 4ISTED ON TH15,6RAWING. IN A 2.-U-2-1 PATTERN (I:E.TWO
U-BARS.ON BOTTOM'SECTION, PAEL,
U-BAR ON NEXT :SECTION, ETC,.)_ EACH
U-BAR ATTACHED WITH (2). 1/4-x3/4-
SELF
/4x3/4"SELF TAPPING SCREWS PER STILE
LOCATION.
& B
o
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED V91TH.(2)j14x5/8"SHEET METAL SCREWS
ALUMINUM EXTRUSION'
61 VINYL WEATHERSTRIP.
6 1. HA,M'��,i,, SECTION A-A (SIDE VIEW)
N 8 StiORTCPAt11EL PAN---22F153
A CT DE
.
LONG.PANE
L• PAN-2FT56
DESIGN LOADSI +38.0 PF. do .0 P PF.
'O VE
� TfST OA +570•P.S.F. -660 P.5.F PART NO.: N/AA 9OF '. Uvow Slal a gher.lu _ 8585 Duke BoWame WINDi,OAD RATING A.
0c�'•.A`1 TOLERANCES we �:Clopay Tclsoln 05f1i3457TM06UM
4B00 ` /}!� !T� �r Q
A a .7.03, Bc1En7Ro5+its Wspmry FaxNo.513-770-4857 '�:�` �-/ .7�'` �CJ
�ONAL. ����' .00= '77015 DESCRIPTION:. CLASSIC AND,CH RP STEEL PAN SC;+35/-44"PSF
/f 111 ..900 c 3,005' ..
ESIGN ENGINEER OeDees f.q�2 DRATNN 'BY: MWDATE;3/75/95; SCALE: NT,S DWG,.R
D
9 CHECKED BY: -- DATE: -- SHEET 3 OF 4t 512E B�
_SCOTT HMIILTON, P.E. I Ud.a75tut.d Oth.-;.e
FLORI A LICENSE,Nd. 63286 DR4ENAOHS,ARE RI-4HFS. DWG. NO.: 101348.- A/B .VER: IBC
. ... ..
4 2 FLOR-100Q p ODUCT APPROVAL 16107
f
1
4 3 1
-'CLASSIC:'RAISED PANEL E00S5'DDORS 'GARftIAFit:HDUSE'RAISED'PAUEL.EMBOSS DUORS' SHEEdi kEBIC10NS
MODELS 23.GA, .25 TGA 25'l GA - HDOEES _ ;PS AA PS,1 A-
4. QF 4
CLOPAY :B4A,44;- 73;75. 76 - FEV. NO. ZONE- DATE: £CN.Na-. APPVD: DESCRIPTION
CLOP,AY GI)5S ,GR.5S SEE REOSK)N HISTORY ON SHEET ONE.
IDEAL }RTF:4F!r� 6RST _- �2RST- DALC RY'
HOLNES 48. HOLMES -
SHORT PANEL_ LONG PANEL ,,, 'ARTISTRY' ARTS
• -NOR:L 4F 15 FLASH 'CARRIAGE HBUSC' ED5S .--
D SHORT PANEL LONG PANEL
2"TRACK CONFIGURATION.
.DOOR COUNTERBALANCE SYSTEM JAIAB CONFIGURATION.
HORIZONTAL.TRACK
T3•CA GALV;-SIEEI.FLAG-BRACKEVATTACHED TO� DOOR SUPPORT BY,DOOR
JAMB WITH, (3)5/16'% T,,-5/8'FAG SCREWS HEIGHT' L' INSTALLER,(TO,SUIT),
AND TO'fRACkC WOH(2) 1/4"RNEIS. -
N�OTC;TRACK CONBGURA710H 9 T-0 .2x6 SYP WOOD JA3AB SEE' OPTIONAL STOP MOULDING.BY INSTALLER(TO SUIT).
7- ' WS PREPARATION NOTE":
NOT AFFECT
DOOR IND LOAD
WING
= AS ROD:§PACING NTE 36-04. 6.-0. '' (i CA GA,W.STEEL END STILE.
WING FECT THE GOR.LOAD
R:.iWC OF THIS DOOR. _o '-6• ,
62"5:4" ;2";G ALV. STEEL TRACK. ,. -D. - .
TRACK TNICIWE55;0.68Y 9�6"f0 -2-1 J2 )C..1Z GA GALR STEEL _ .-
f0-0 T TRACK BRACKETS FASTENED-TO ,I '
1 -6'I1 - WOOD JAMBS WNH.5/6 X 1-5/6` 7/16•I.D.'R{3(INO '1844L GALV: STEEL CENTER HINGE.
•LAG SCREWS. PUSH NUTFASTENED TO KIER.STILES W/(4)EACH'
= 17-6' FASTENER_ #14:5/8"SHEET UVAL:SCREWS.
C
36422-1/27-IYB.2-1/2'-X-12 GA:CALK i
STO"
Y' EEL TRACK'BRACKETS;, 174'GA G,ALV.STEEL'ROLLER HINGES FASTENED:,TO END STILES Wf(4).EACH 1(174X518' c
W" ATTACHED+T.d.JAMS WRH;(T) - 1 ':SHEET'METAL SCREWS AND•(2)'1/4"SELF TAPPING SCREWS PER END:HINGE.
ao' 5/16•X-1v518'LAG SCREW PER -• 2"OALV.,STEEL TRACK'FASTENED'T6
TRACK BRACKET. 1 G-O 12.GA GALV STEEL TRACK BRACkETS DW,,7-1/2`LONG'SICU. 10 BALL STEEL ROLLER WRH STEEL OR NYLON TIRE.
I '-6 WITENHER{'(2)1/4--DTA.RIVETS•OT(
7O' -O (1) 1/4'9C.5/8".60LT&,NUi PER
•-6. -I k BRACKET. SECTION C-C
16-0 4•. 'PREPARATION OF JAMBS BY OTHERS,
LHR BRACKET(2-1/2`x 5-3/4• x 12GA)
ATTACHED VAYH(2) 1/4's 3/1"SELF TAPPING
SCREWS
3'TRACK.IS ALSO AVAILABL DOtIBLF TRACK
LOW HEADROOM OPTfON
DOU6LE HORFZONTAL
TRACK,
B B
-V HAAj
cj;.4�GEN;S�.
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.' No 632B *•�. I CEiANFi: DE
HRTPANPAN2S3
N4,
LONC PANELPAN-2F156
'DESIGN LOADS -x38.0.PS F..dc -44 0 P.S.F.
,- tr TEST LOADS: +57 0,P.S F & -60 0 PS-F- PART NO- N/A
. , STA Un2as stoma ome u4 �- 8565 Dukle Go ilaYara V1NDi l2AD RATING A
r,1.0o Pt ?��~ TOLERANCES re Clo a M*Sor,:CH 4550040 LISA
py' W6. DP 18
' NA. '0-= ±.G31• 8,7La7 itaoucti'E�7 Fac Na 913-070-4657
.GOOD D�= ±:015, DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC'+38/-44.PSI
DESLGN �NFINE R: Deq e00- z j ? DRAWN 13Y: .t(W GATE::3/15/95 SCALE;NTS p'WO,
CHECKED BY. -- .DATE; -- .SHEET 4 OF 4, SIZE R
SCOTT HAIdILTON, P,E. uNev stol-d Otnar..a.
FLORI A 'ICENS '-No.:63286 ! owEh5lON5 ARF:N:u:cHls DVlG. 140.; 107338!-'A/B VER; IBC
2 FLORODQ.p OD.MCT APPROVAL 16107