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Home My WebLink AboutPRODUCT APPROVALFlorida,Building Code Online iYGOPI 6PAA7HIOP ? a . Professio�ai Re"u(a`ton a CI a Product Approval USER: Public User V r • • . , 1 Slats & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map 1 Links 1 Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL16107-R3 Revision 2010 Approved 0 Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513)770-6062 mwesterfield@clopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies l,a41'iJ�U :Y ~� 1_tPM:@C41i1ipf Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R1 Evaluation Report - Hardcopy Received Scott Hamilton PE-63286 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 12/31/2028 Gary Pfuehler FA Validation Checklist - Hardcopy Received http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 09aYpgetu2%2f5... 7/28/2014 Florida,Building Code Online 3 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 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Go to Page F Method 1 Option D 06/26/2013 02/21/2014 03/04/2014 04/18/2014 06/27/2014 0 10 Page 2/ 3® 0 FL # Model, Number or Name Description 16107.21 21 W8-16 DSIE-1F471: GD2SP, Double -skin Insulated EPS (exterior skin 27 ga. min.; GR2SP, GD2LP, GR2LP, AR2SP, interior skin 27 ga. min.) Double -Car (97' to 16'2" wide) AR2LP, ED2SP, ED2LP, 4302, WINDCODE@ W8 Garage Door with Optional Impact- 6202, SFC68 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R3 II 104786-IBC-RevOl.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 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 FL16107 R3 AE CBPC 130423-A.Ddf or doors with optional impact -resistant glazing are Created by Independent Third Party: No impact -resistant (large missile impact). 16107.22 22 W6-09 DSIE-1F171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, HDG, HDGL, HDGF, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) 66, 66G, 67, 67G, 68, SP200, WINDCODE@ W6 Garage Door with Optional Impact- SF200, SE200, 6200, 6201, 6203 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R3 II 101526-A-Revl S.ndf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 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 FL16107 R3 AE CBPC 130214-A.Ddf or doors with optional impact -resistant glazing are Created by Independent Third Party: No impact -resistant (large missile impact). 16107.23 23 W6-09 DSIE-1F171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, HDG, HDGL, HDGF, 77SF200, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) 66, 66G, 67, 67G, 68, SP200, WINDCODE@ W6 Garage Door SE200, 6200, 6201, 6203 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 109aYpgetti2%2f5... 7/28/2014 Florida, Building Code Online 0 _imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38 PSF/-44 PSF Other: Doors with standard glazing meet the wind load 'equirements of the building code but DO NOT meet the mpact resistant requirement for windborne debris .24 24 W6-09 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 411ST, 4RSF, 4F, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, ARSS, ARSSV, ED5S, Installation Instructions FL16107 R3 II 101526-B-Rev18.Ddf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No ?valuation Reports FL16107 R3 AE CBPC 130214-A.Ddf Created by Independent Third Party: No Pan (min. 25ga.) Single -Car (up to 9'0" wide) CODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R3 II 101348-A-Revl7.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 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 FL16107 R3 AE CBPC 130214-A.0f or doors with optional impact -resistant glazing are Created by Independent Third Party: No imoact-resistant flaroe missile imoact). W6-09 PAN-2F153: 84A, 94, 75, 1500, 190, 4RST, 4RSF, 611ST, 6RSF, 48, 42, 55, 48B, 1, 55S, GOSS, GD5SV, GR5S, 5SV, AR5S, ARSSV, ED5S, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38 PSF/-44 PSF Other: Doors with standard glazing meet the wind load -equirements of the building code but DO NOT meet the mpact resistant requirement for windborne debris Pan (min. 25 ga.) Single -Car (up to 9'0" wide) CODE@ W6 Garage Door Installation Instructions FL16107 R3 II 101348-B-Revl7.1)df Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL16107 R3 AE CBPC 130214-A.odf Created by Independent Third Party: No 16107.26 1126 W6-09 PAN-2F156: 76, 76V, IWI Steel Pa E@ W6 GaraoeiDoor Car (up to 9'0" wide) III Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R3 II 101348-A-Rev17 odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 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 FL16107 R3 AE CBPC 130214-A odf )r doors with optional impact -resistant glazing are Created by Independent Third Party: No 16107.27 11277 W6-09 PAN-2F156: 76, 76V, I=Pa E@ W6 GarageDoor (up to 9'0" wide) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R3 II 101348-B-Rev17.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 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 R3 AE CBPC 130214-A.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris 16107.28 28 W6-09 DSIE-1A171: 2050, Double -skin Insulated EPS(exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 1013, in skin 29 ga. min.) Single -Car (up to 9'0" wide) 62, 64, 65, 62G, 52LG, 64G, IIWINDCODEO W6 Garage Door SDP38, SFL38, SRP38, 134, 135, 11 136, 6130, 6131, 6133 11 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgvyf4ngAXh 109aYpgetu2%2f5... 7/28/2014 1+ 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS §48,48B E42,42B-- SHORT CLOPAY IDEAL HOLMES • - MODEL 4F IS FLUSH DOOR HEIGHT D DF 8 OF U-B SECTIGNS UP TO 7.0' 4 6 e 9'0' TO 10'6' 6 9 10'9' TO 12'G' 7 11 12'6' TO 19'O' 8 12 14'G' TU 15.9' 9 14 J lqirL I 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET' REVISIONS MUMS 25 GA 2s GA 1 OF 4 REV. NO.1 ZONE: I DATE: I ECN NO. APPVD: DESCRIPI CLOPAY •GALLERY' CBS% GR5S - 1 17 2/11/13 SH REMSED FOR NEW LOADS. HOLMES 'ARTISTRY' pR$S -- IDEAL 'CARRIAGE HOUSE' E➢SS -- SHORT PANEL LONG PANEL SHORT PANEL/RUSH MODEL: INTERMEDIATE STILE BETWEEN EACH ON WIDEN EACH INTERN. STILE EMBOSS [(WI STILES PER SECTION AT OTT ATTACHED TOG-L-LOG (TOP k BOTTOM) AND URETH4NE ADHESIVE OPTIONAL GVPZING MAY BE STANDARD CENTER). GONG CENTER). OR IMPACT RESISTANT GLAZING. SEE LONG PANEL MODEL: TOTAL STILES PER SECTION. STANDARD SECTION B-B ON SHEET 2 FOR DETAILS. TW STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERIM. DA MAX. STANDARD S12E IS 19-1/2'z16'. STILE ATTACHED TOG-L-LOG (TOP BOTTOMI AND URETHANE ATTACH IMPACT RESISTANT GLAZING IS�STIHLE CE EXTRA INTERN. STILES PER SECTION. (ALONG CENTER). T 8 FlEID-INSTALLED WITH (4) f8 SACS (PER STILE). FIELD -IN END STILES ATTACHED TO DOOR BUILDING CODE OR THE INITRNATONAL BUIUANG CODE (BASED ON ASCE7-10) MR THE FOLLOWING COMMONS: 1) ENCLOSED BUILDING. 2) DOOR HAS V OF MOM M BUILDING'S END ZONE 3) ANY ROOF SLOPE AND 4) TFSRNG IN ACCORDANCE WIIH MSI/6ASMA 108. SIZE-SPEaMC CALCOATIONS BY A DWWFlED DESIGN PROOSSONLL MAY DITTTR. ULTIMAV 155 160 170 LBO 195 SPEEB OITEPN)IND 1 1 EXPOSURE B, C, ➢ B, C, ➢ B. C B, C B CATEGORY MEAN MY WIWI 2Y 15' 25' 15' 30' am ENGINEER - A 4 il�l�lllll�lllll-IIIIII-II��1 t. t i• •ice A -HIM III F-M-1IIVW1 OPTIONAL OUMIDE KEYED LOCATION OF _/ �A LOCK POSITION oPTIONAL VENU -neiue c 'CLASSIC' SHORT RAISED -PANEL SHOWN. LONG 'CLASSIC' AND SHORT 'CARRIAGE HOUSE' ARE ALO MPROVED. �VTM14 ETAL/ CRSEWSET MPI 3/4' SELF MPING SCREWS TWO POINT LOCKING INTO TRACK SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM, h CENTER). SEE END HINGE V M B. SEE INTERMED. HINGE VIEW C. SODE BOLT LOCK END ENGAGES INTO STILE. VERTICAL TRACK. ONE LOCK ON TO EACH SIDE OF DOOR. INSIDE SLIDE BOLT SNAP LATCH ENGAGES LOCK OPTION, ONTO VERTICAL TRACK. END ONE SNAP LATCH ON STILE. EACH SIDE OF DOOR. OUTSIDE B HANDLE. LOCK BAR OUTSIDE END ENGAGES IN KEYED STILE TRACK ON HANDLE. EACH SIDE INSIDE HANDLE OF DOOR. OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH SNAP UATCH LOCK OPTION, LOCK BAR LOCKING. EKE k TOLERANCES,,. .o - xm1 .00- 1.015 .DOD - x.905 .IXeO - x.00t De9rc4a - x1/z UN. St. CMeniae "NOS ME N NcWS1 ft! O ay j Mea e T DESCRIPTION: CUSS'. DRAWN BY: MW CHECKED BY: -- DWG. NO.: 1D134B - 7FyL�0O R I OO7DMU N ■D 3,115,195 DWG,D -- SIZE �J VER: IBC Dipmo wAL i m m 4 1J 'CLASSIC' RAISEDa 0®R$ `CARRIAGE HOUSE' RAISED PANEL EMBOSS DDORS ImD " 24 n Dn MODELS na B5 GA 84P,T6 GLOPPY D➢SS, ORES 4RST,2RST 'GALLERY'MOLMES - 48, -- HEI.MES 'ARTISTRY' M53ONG PANEL • -MODEL 4G IS FLUSH ID 'CARRIEmI1SE' EDSS -- SHIRT PANEL LONG PANELi 31 �I lqr L I I SHEET REVISIONS 2 OF 4 REV. NO. I ZONE I DATE I ECN 110. APPVD: DESCRIPT 17 - - - SH SEE REVISION HISTORY ON SHEET 0 ACRYLIC GLAZING IS ACCORDANCE WITH IBC/EEC IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH MC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SLCIION MEEIS IHI THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL SUIIDIN WIND LOAD REQUIREMOM OF THE FLORIDA BUILDING CODE AND INIFRNATIONPL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DR CODE AND IS MCE- AND SMALL -MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B—B (IMPACT —RESISTANT GLAZING OPTION) SECTION B—B (NON —IMPACT RESISTANT GLAZING OPTIC DUAL 'D' FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE FR NOTE THAT OM FRAME ISNARROWER THAN TAIL D.IMPACT- RESISTANT FRAME � OPRONA DECORATIVE H-2a MULTPURPOSE HIGH BOND TAPE SNAP-w INSERT."\ I (BETWEEN FRAME AND FACADE). L oEcORANE FRONT FACADI .90 UCNPAI 61UCONE SFAANT (BETWEEN STEEL SIGN AND FRAME).D IMPACT RE DUDGEON ONE-PIECE ON POLYSTYRENE FASTENEDMACH 10 FRAME WITH MOLDED OE a PAN (10) IB • ]/4' PAN NERD MACHINE SLRLM. ONAN 2T FROM FLAME h O,AZINC. FRAME IMPACT -RESISTANT ASSEMBLY DETAILS DRAWING 101348-A D A GLIZINC� MOLDED INSIDE LITE RETAINER (10 SC PAN HEAD SCREW (10 REVS PER OTE). STANDARD ASSEMBLY DETAILS DRAWING 101348.8 mu mu - DESIGN LOADS: +38.0 P.S.F. A: -44.0 P.S.F. TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. PART NO.: N/A ^ TOLERANCES n =1(�IQ 8y Ma o }�� VINDLOAD RATING !1 .0 - +.D3, No6AH HMO 51� 77[1-,6SI W 6 D P 3 8 3.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PST OCS .0000 - 3000 .GOT DRAWN BY: HW DATE 3/15/95 SCALE HIS DWG.D ENGINEER- De6mm - t1/2 CHECKED BY: -- DATE -- SHEET 2 OF 4 SIZE B FERFlEID. P.E. D.Nn SN OD - E. 48495 NC P.E. 023832, S ARE P.E.P E. 91 13 mEmBGw o-wm DWG. NO.: IOT34B - A/B VER: IBC 7M v� 7.1m If 1J RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS 24 W 25 GA 25 GA MODELS 25 W 25 GA e,A, )5 )G CLWAY 4RST. 4Fi 6RST 2RSi 'GALLERY' G0.5S, CASS IB, 48B 142, 42BI HOLMES ARSS SHORT PANEL I LDNG PANEL 'ARTISTRY' • - MODEL 4F IS FLUSH IDEAL EDSS 'CARRIAAGE HOUSE' SHQtT PANEL L@IG PANEL VERTICAL JAMB ATTACHMENT (WOOD FRAME BDILDINGCI' 3/8kS LAD SCREWS ON 24- CENTERS. 1-1/8- O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. IC-90 BLOCK OR 2 00a PSI MIN, CONCRETE COLUMN), 3/e'X3' AEMNCHOR BOLTS ON 22- CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. OR 1/4'M3' TAPCON SCREWS ON IS- CENTERS (2,000 PSI MIN. CONCRETE) OR 10' CENTERS (C-90 BLOCK). 1- O.D. WASHERS REQUIRED WITH TAPOONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OTHER JAMB CONFIQUReTIONSI REFER TO DASMA TOS-161. A UCENSED DESIGN PROFESSKINAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. ETA 3 OF 25 GA MIN. 0-40 GALV. STEEL SKIN WITH A BAKED -ON PRIMER AND A BAKED -ON POLYESTER TOP COAT APPUED TO BOTH SIDES OF STEEL SKIN. I REVISIONS 3' TALL U-BAR ( 20 GA GAIN. STEEL MIN. YEILD STRENGTH: 50 KSI L�3'r r G4. GALV. STEEL TOP .ER BRACKET. EACH CKE[ ATTACHED W/(4) 5/8' SHEET METAL EM'S. AP JOINTS. 14 GA GALV. STEEL ENO HINGE C FASTENED TO END STILES W/(4) EACH }14K5/8- SHEET METAL SCREWS B (4) 1/4- SELF TAPPING SCREWS. 3' TALL K 20 GA GALV. STEEL U-BARS N A 2-1-2-1 PATTERN (I.E. TWO J-8ARS ON BOTTOM SECTION, ONE J-BAR ON NEXT SECTION, ETC.). EACH J-BAR ATTACHED WITH (2) 1/4'X3/4- SELF TAPPING SCREWS PER STILE '_OCATION. GA, GALV. STEEL BOTTOM BRACKET. [ACHED WITH (2) j1445/8' SHEET METAL . _JMINUM EXTRUSION k VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) Ala SnW Ovynw TOLERANCES a o - s.os1 00 - 3.015 DESIGN ENGINEER. Du9.A40 - si/z MARK WESIERFIELD, P.E. FLORIDA P.E. #48495. NC P.E. /23832. TEXAS P.E. l91513 wuosMxs NS x LN']II 4 3 ? 2 FLOR006 mim �.. A 8565 OMm 5wkwN VIN➢LW➢ MTING y TMNe. r4 W6 I P38 F. N 513-PO-155T CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF DATE: 3/15/95 SCALE: NTS DWG.D -- DATE -- SNEET 3 OF 4 SIZE 348 - AAB I VER: IBC JLCT APPMOO VAL 161071 1+ 1J L I I 'RAMC RAISED PANIC- EMBOSS DOORS 'CARRIAGE MOUSE' RAISED PANEL EMBOSS DES SHEET+ REVISIONS MODELS 24 CA 125 Fd I 25 GA I EODRS AM5S 25 ESA 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY BM, 94 )3, )5 )6 CLOPAY — 1] SEE REVISION HISTORY ON SHEEP ONE. IDEAL IRST, IFS 6RST 2RST 'GALLERY' HOLKES IB, IBB 12, 12B — HOLKS WE)RT PANEL LONG PANEL ARTISTRY'HOEEL 4F IS fL1AH NERL 'CARIAGE HOUSE'DLONG PANEL 2' TRACK CONFIGURATION_ DOOR COUNIERBRANCE SYSTEM JAMB CONFIGURATION, HOW20N01 TRICK 13 G CALV. BIER FAG BRACKET NG SCREO TO DOOR SUPPORT BY DOOR A ND O (J) 5/I6' ) 1-5/B' EDS SCNEWS HOGHf 71 WSDIIFR (TO SUIT). INO TO TRACK WAIN (2) 1/4' RN. NDIE TRACK CONFIGURKDON 2.6 SIP WOOD JNIB. SEE PD rOONAL STOP MOULDING BY INSTNEEN (TO SUB). ABOVE THE DOOR OPENING DOES AS ROD: SPARING THE 30- O.C. - JAMB PREPARATION NDIE'. .+y�F + 16 GA MY. STEEL END SIRE NOT AFFECT WE WIND LOAD ll! RATNG OF THIS DOOR p = $ 62'44' 2' CALV. S1FEL 1RACN2-1/2- K 12 GA GALV. SIRL� TRICK WICKNESS: 0.6k. _ 1 w TUCK BRACKETS FASTENED TO WOOD JAMBS WITH 5/v K 1-5/B' )/11 I.D. ROUND 18 G4 GALV. STEEL CENIEA HINGE LAG SCfdWS. PUSH NUT lm�fA51ENm 10 INTER. SIREB W/(4) EACH V31 _ -mi FASTENER. 01441W SHEEP METAL SCREWS. C _S EFL TRI/LK BRALKLTS. - 14 GA. MY. S ROIIFR HINGES FMMED TO END STL6 W/(4) EI 11441W C ATTACHED TO JAMB WRH (1) - SHEET METAL ECPEWB AND (2) 1/4' SOS TARRING SCREWS PER ENO HINGE 5/I6, x 1-5/8, iAD SCREW PEA - 2. GALV. Sm TRACK FI FMw TO TRACK BRACKET. - 12 GA MY STEM TRICK BRACKETS WITH OTHER (2) 1/4' DA. RIVETS OR 2' OU. )-1/2' LONG SiEN, 10 BNL SIEFL ROLLER WRM STER OR NYLON THE - (1) 1/4' K 51W BOLT & NUT PEA cTCDOII c-C - TRICK BPICKET. PRFPARATON GF .IAMBS RY OWFRi. x 3/e ATI BRACKET (2-1/2' A K 12CA) AITALHEG WIM (2) 1/4' A J/C SELF TARRING EM 3• TRACK IAVAILABLE, �R OOMBIDROOM O LOW HEADROOM VOON RUE HOR2ONTAL TRACK. 3 B HANUFACTURING PRODUCT COD SHORT PANEL' PAN-21`153 LONG PANES: PAN-21`156 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PAT(( NO.: N/A G'XLOADS: +5 0 S.F..& -66.0P.S.F. A T RAN ES ... BSBR ONEe BNlervni VTNOLOAO RATING TOLERANCES ,� Clo�ay Tom'. z;>' �,�/ 6 D P 3 8 .0 3.031 RI F. W. 51YT10-IBU .00 5.015 DESCRIPTION: a CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF ao000oo - t.W1 DRAWN BY: NW DATE 3/15/95 SCALE: WE DWG. DESIGN ENGINEER- 9—' st/T CHECKED BY: -- DATE: -- SHEET 4 OF 4 S1ZE B D NARK WESIERFIELD, P.E IJ s .. ow.,.. RORIOA P E M495 NC P.E. 123832, TEXAS P.E. 91513 GMDLSIOIs ARE w INcNm DWG. NO.: 1013Q - A/B VER: IBC 4 2 FLCoFgHFDnn P A Co�1D)MC1T /\f PngnWAL 166 10077