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Home My WebLink AboutPRODUCT APPROVAL(y • • ,r1Vr r L4 ASO MODELS SHORT CLOPAY GD4S, GRAS 3ALLERY H LM AR4S IRTISTRY ED4S OPTIONAL IMPACT RESISTANT GLAZING. MAXIMUM GLAZING SIZE (DLO) IS 16-1/2"x13". SEE SECTION B-B ON THIS SHEET FOR DETAILS. GLAZING MAY BE INSTALLED IN TOP SECTION (SHOWN) OR INTERMEDIATE SECTION(ANOT SHOWN). � �l�llf 111 t .. " In.-i.t�r��D� IFMIMINS N r_EIn • r �l SHEET: REVISIONS 1 OF 4 REV. NO.1 ZONE: DATE: ECN N0. APPVD: I DESCRIPTIC 03 - 7/2/13 - SH UPDATED FOR FLORIDA APPROVAL. 04 - 12/5/13 - SH ADDED IMPACT -RESISTANT LITE OPTION. O5 - TO/10/16 - SH ADDED GH MODELS. ➢ OF DOOR HEIGHT SECTIONS UP TO B'0' 4 "g B 8'3' TO 10'0' 5 10'3' TO 12'0' 6 12'3' TO 14'0' 7 14'3' TO 16'0' B MAX SECTION HEIGHT: 24' �� c�:.�,�GENSF•. * N 7632 r A j� O�: STATE OF DESIGN ENGINEER: SCOTT HAMILTON. P.E. 20 GA. INTERMEDIATE STILES BETWEEN EACH EMBOSS. ATTACHED WITH TOG-L-LOCS (TOP AND BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER). (2) 12 GA GALV. STEEL TOP ROLLER BRACKETS. SEE SECTION A -A ON SHEET TWO FOR DETAILS. THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING. 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE. AND 4) TESTING IN ACCORDANCE WITH ANSI/DASV.A 10& SITE -SPECIFIC CALCULATIONS BY A OUALIFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE WIND 175 IBS 19D 200 200 SPEED (MPH) EXPOSURE B. C, D B. C. D B. C B. C H CATEGDRY MEAN RDOF HEIGHT 25, 15' 25' 15' 30' BOTTOM OF THE LITE SECTION AS SHOWN. IF SO. THE TOP OF THE SECTION BELOW THE LITE SECTION MUST HAVE A 3" U-BAR. 3" 20 GAGE 80 KSI MIN. U-BARS ON THE TOP OF EVERY OTHER SECTION, STARTING WITH THE SECOND I SECTION FROM THE BOTTOM. U-BARS ARE NOT REQUIRED ON DOORS WHERE ALL SECTIONS ARE 21" SECTION HEIGHT. VIEW "B". VIEW "C TWO POINT LOCKING INTO TRACK. 16 GA. MIN. GALV. STEEL END STILES. (2) STACKED 12 GA. 1-1/2" X 5" LHR BRACKET. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIOE OF DOOR. SLIDE BOLT LOCK END STILE. •) ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF OUTSIDE KEYED END STILE. DOOR. HANDLE. INSI12SLIDE INSIDE 14ANDLE LOCK OPTION. OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION. 4 3 R�R�fl e9 END STILE. OUTSIDE HANDLE. LOCK BAR ENGAGES IN —*T TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. I oI SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING IMPACT -RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MR10, 9036 90318. 90316, 90317, 90311, 90314, 90355) OR SAYER MAKROLON GP (VERSIDI ALSO APPROVED: SL, AR, 15), APPROVED CC1 PLASTICS IN ACCORDANCE WITH IB 2606 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BE CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. T QVrTVIAI R_R (IAAPA!'T—RFCICTAAIT (-I A71N(2 (1PTIYp EXTERIOR OF DOOR. STEEL PAN DOOR SECTION. INTERIOR C OF DOOR. STRUCTURAL ADHESIVE. DECORATIVE FACADE (12) ((8-18 x 1/2 SELF -TAPPING SCREWS. B EXTRUDED PLASTIC RETAINER. ALUMINUM FRAME. (8) #8-18 x 1/2" TEK SCREWS. / 1/4" THICK POLYCARBONATE GLAZING. _F r:N PAN-2F443 DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F. PART NO.: N/A UNes Stated Olh.WB TOLERANCES we = Clopay M85 Duke Bouieeord TeL N. 51 -710 USA Ti No. 513-5 40 USA - WINDLOAD RATING W 8 D P 4 6 T .0 = f .031 NlIkig Pmd.ls Cam�rq Fax No. 513-770-4053 W v .00 = t•015 DESCRIPTION: 2" GALLERY PAN DOORS 16'2'YV (SEE TABLE) GO = d:.005 .0000 = t.001 DRAWN BY: SH DATE: 5 i 13 / / SCALE: NTS DWG.D B Degrees = s 1/2' CHECKED BY: SH DATE:5/1/13 SHEET 1 OF 4 ISIZE U"Icss Staled Oth—ise OWENSIONS ARE IN INCHES. D41G. NO.: 104791 VER: IBC 2 FL RODDAU pUFRODMCT l> PPH-DIDWAL 16546 C 4 MODELS SHORT CLOPAY GD4S, GR4S iALLERY H LMES pR4S RTISTRY 1DEAL� ED4S HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) FASTENER TYPE SHEET= REVISIONS 2 OF 4 REV. NO.1 ZONE: I DATE: ECN NO. APPVD: I DESCRIPTION OS 1 - I - - - I SEE REVISION HISTORY ON SHEET ONE. JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTE : 1. ALL THE LOAD FROM THE ODOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2.6 VERTICAL SYP (GRADE 12 OR BETTER) JAM.IBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +368 LR & -416 LO. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. PREPARATION OF JAMBS BY OTHERS NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL G` BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING 2x6 VERTICAL JAMB CODES FOR THE LOADS LISTED ON THIS DRAWING. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT f—I T .. _ RA... ...GCI 071 71 BUILDING TYPE FASTENER TYPE MAXIMUM ON -CENTER DISTANCE BETWEEN ASTE ERS" STEEL WASHERS REOUI EO? HO OW CAI K WA 1 4' x 1-1 4• MIN. EMBED U TRACON CONCRETEANCHOR 4-1/2 1' O.D. GROUT -FILLED CMU BLGCK 1 4' MIN. EMBED ULTRACON CONCRETE ANCHOR 7-1 2 1" O.D. 2000 P51 MIN. CONCRETE 1 4 x 1- MIN. EMBED .-.N CONCRETE ANCHOR 6-1 4 1 O.D. 20DD PSI MIN. CONCRETE 1 <" x 1 MIN. EMBED TAPCON CONCRETE ANCHOR 3-1/2 1" O.D. 2000 I MN R 3 8" X 1-3 4- MIN. EMBED WEJ-IT ANKR TITE SLEEE ANCHOR 1 -1 INCLUDED 4 P IN N R ' X 1- 4� MI W -IT ANKR TIT ANCHOR 4' INCLUDED Yf FRAM P 1 SCREW i A , Tn STUCTURE • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2 EXCLUDING STUCCO THICKNESS. O•• STATE tlO"��•: ��` I STnui1��` N ENGINEER: 4AMILTON. P.E. j 1- 2" THICK D (2) 12 GA GALV. STEEL TOP ROLLER BRACKETS (2-1/2" x 5-3/8"). EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4"xl/2" BOLTS AND NUTS PER BRACKET. 3" TALL X 20 GA. GALV. 80 KSI STEEL U-BAR ONE U-BAR AT THE TOP OF THE SECOND SECTION AND EVERY OTHER SECTION AFTER THAT. THE U-BAR MAY BE MOVED TO SHIP LAP THE BOTTOM OF THE LITE SECTION. THE TOP JOINTS OF THE SECTION BELOW THE LITE SECTION MUST HAVE A 3" U-BAR. ATTACH WITH TWO 1/4"x3/4" SELF TAPPING SCREWS PER C HINGE LOCATION. U-BARS ARE NOT ON DOORS CONSISTING OF (4) \REQUIRED SECTIONS OF 21" SECTION HEIGHT. r�4 { VI ' " EW D 14 GA. GALV, ROLLER HINGE. SEE VIEW "B". 4-1/4" 4" TALL TAPER STRUT. ONE 4" T-STRUT PER SECTION. 0.062" MIN. GALV. STEEL, L, 80 KSI MIN. (SEE VIEW "D") EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4"x3/4" SELF TAPPING SCREWS. 24 GA. DDS STEEL (MIN. 0.022" THICK.) EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTEDTOP-COATAPPLIED TO Rf1TH GIDFC CIF STFFL SKIN - - B #14x5/8" SHEET METAL SCREWS 0 0 0 DO QO O O 1/4'k3/4" SELF O O TAPPING SCREWS. 14 GA. END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE VIEW "B" VIEW „ 12 GA GALV. STEEL BOTTOM BRACKET (3-1/2" x 5-1/2") ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) _ MANUFACTURING PRODUCT CODE PAN-2F443 DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F. PART NO.: N/A U less Stated 0tner is TOLERANCES or .0 t.031 ®Clopay 8585 Duke Boulevord uasaA, OH 4770- 8DO Tel. No. 513-770-i800 8j"Id; q Plolucls Cempaq Fax N.. 513-770-;953 VIN➢LOAD RATING \ / p P 4 6 T W O DESCRIPTION: 2" GALLERY PAN DOORS 15'2"W (SEE TABLE) .00 = -015 AoO = t.DDs ..000 = t.001 DRAWN BY: SH DATE: 5/t/13 SCALE: Nis DR'G. CHECKED BY: SH DATE:5/1/13 SHEET 2. OF 4 ISIZE Degrees = ti/2' Unless Staled Othe,Wh DIMENSIONS ARE IN INCHES. DWG. NO.: 104791 VER: IBC 2 FL nNNW% I0I�Co DUCT AP11 PO fl, o W/A'\LL IRS 6 C C 7I •+ MODELS SHORT CLOPAY G04S, GR4S ALLERY H Lt4 R7[STRY AR4S IDEAL ED4S 2" TRACK CONFIGURATION DOORS UP TO 800 LBS. 3" TRACK CONFIGURATION DOORS 800 LEIS AND OVER. 1 S' .4 0 Ft 1'D V. DESIGN ENGINEER: SCOTT HAMILTON. P.E. J NOTE: TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR WIND LOAD RATING OF THIS DOOR. INSTALLER (TO SUIT). DOOR COUNTERBALANCE SYSTEM DOOR HEIGHT "L" GALV. STEEL FLAG BRACKET ATTACHED TO - WITH (3) 5/Is- X 1-5/8" LAG SCREWS 7'-0- 7 - O TRACK WITH (2) 1/4" RIVETS. 7'-6" 8'- - rASROD:SPACING NTE 14- O.C. -6" 9,_0- 04 19'-6"loc 2" GALV. STEEL TRACK. 1 '-0- 11 "TRACK THICKNESS: 0.083". T0' - 1111'-O- 1 4- 11'-6' 1 - 1 '- '1 5" 12-5 14 38` TYP. 2-1/2" X 12 GA GALV. 1 -0" 14 " STEEL TRACK BRACKETS, 13'-6" 1 4" ATTACHED TO JAMB WITH (1) 14'-0` 1 " 24- 5/16" X 1-5/8" LAG SCREW PER 14'-6- 1 TRACK BRACKET. 15'-0- 17 . 15'-6- 178' 10" 16' 3-1/2 G SHEET, 3 OF 4 JAMB CONFIGURATION DOORS UP TO 800 LBS. I" DOOR OVERLAP (EACH SIDE) 2.6 SYP WOOD JAMB. SEE JAL48 PREPARATION NOTE%Sri rxcrxn'rc 2-1/2' X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6- X 1-5/8- LAG SCREWS NOT TO EXCEED 14' ON -CENTER MIN. OF (9) LAG SCREWS REQUIRED PER JAMB. 2" GALV. STEEL TRACK FASTENED TO 12 GA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4" OLL RIVETS OR (1) 1/4- X 5/8" BOLT & NUT PER TRACK BRACKET. REVISIONS D: I DESCRIPTION SEE REVISION HISTORY ON SHEET ONE. In STOP MOULDING BY DOOR INSTALLER (TO SUIT)_ •I6 GA. GALV. STEEL END STILE. �18 GA. GALV, STEEL DOUBLE END STILE. 20 GA MIN. GALV, STEEL INTERM. STILE. 18 GA GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE V!/(4) EACH #'14x5/B- SHEET METAL SCREWS. L 7/11" 1.0, ROUND PUSH NUT FASTENER. 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8- c SHEET METAL SCREWS AND (2) 1/4- SELF TAPPING SCREWS PER END HINGE. 2" DIA. 7-1/2" LONG STEAL, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. SECTION C-C LHR BRACKET (2-1/2' x 5-3/4' x 12GA) PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH (2) 1/4- x 3/4" SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE" AS SHOWN IN ZONE 8-3 SHEET 1, DOUBLE RACK LOV! HEADROOM OPTION (AVAIL. FOR BOTH 2` AND 3" TRACK) OUBLE HORIZONTAL 1" DOOR OVERLAP (EACH SIDE) TRACK' 2.6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). p 3" GALV. TAPERED STEEL -.TRACK AND ANGLE. TRACK 16 C0. GALV. STEEL END STILE. B �iHICKNESS: 0.101". ANGLE THICKNESS: 0.080'. HORIZONTAL TRACK "JAMB PREPARATION NOTE".ISELOW. 7g GA GALV. STEEL DOUBLE ENO STILE. MIN. ANGLE DIMENSIONS 3-1/4- x 2-7/8% SUPPORT BY DOOR 20 GA. MIN. GALV, STEEL INTERM. STILE, VERTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING INSTALLER (TO SUIT). 18 GA. GALV. STEEL INTER. \-JUNCTION. TWO 1/4- BOLTS FROM LAST MOUNTING 3-1/4" x 2-7/B" MIN. x 0.080HINGE FASTENED TO CENTER & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTfON ANGLE. SEE LAG BOLT MOUNTISTILE W/(4) EACH ,W,14x5/8' SHEET METAL SCREWS. ADDITIONAL MOUNTING SLOTS � 7/16- I.D. ROUND SPACED AT 12' CENTERS. PUSH NUT FASTENER. 0.101" THICK 3' GALV. STEEL TRACK14 GA GALV. STEEL ROLLER HINGES FASTENED TO END TO TAPERED ANGLE. TRACK ATSTILES V!/(4) EACH #14x5/8` SHEET METAL SCREWS 12' ON CENTER TAPERED ANGLE WITH ONE 1/4-x5/8" BOLT & AND (2) 1/4- SELF TAPPING SCREWS PER END HINGE. 46' NUT AT EACH MOUNTING SLOT. 3' DIA 8-1/2` LONG STEM BALL BEARING 'STEEL ROLLER. SECTION C-C MANUFACTURING PRODUCT CODE 34- 14E. Y.- TRACK BOLT AND NUT AT EACH PREPARATION OF JAIABS BY OTHERS. PAN-2F443 MOUNTING SLOT LOCATION. DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F. PART NO.: N/A A DOOR VERTICAL unte:s 57oeca OIneRlse Clopay 8585 Duke Boulevord VINDLOAD RATING „ 22' HEIGHT TRACK LENGTH TOLERANCES Oro Mason, OH 45040 USA 1 1/ O D P 4 6 T T-o" 72 Tat. No. 513-770-4800 b 8 -O 84' .0 3.031 B ] Prcduds CanpmlI Fax No. 513-770-4853 -0 116 ONE 5/16" x 1-5/8- LAG SCREW SPACED AT THE SAYE .00 t.015 10" DESCRIPTION: 2" GALLERY PAN DOORS 16'2'V.' (SEE TABLE) t0'-0 t DISTANCES AS THE TRACK BCLTS (I.E. 3-1/2 10', 22", 34 .000 = t.005 72-0' 132 46-, ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16% 28•• & .0000 s t.001 DRAWN BY: SH DATE: 5/1/13 SCALE: NIL DWG. 3-1/2- 14 -0 156 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees = 3. 2 ,n 16 -0 ISO VERTICAL/HORIZONTAL TRACK JUNCTION. 9 / ' CHECKED BY: SH DATE: 5/1/13 SHEET 3 OF 4 SIZE OWFNSIONS ARE IN LVOHES. DWG. NO.: 104791 VER: IBC 3 2 FLOO RKDD A p ODD U T APPROVAL 165486 Nam, TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. CENTER HANG REQUIRED FOR DOORS OVER 8' HIGH, JAMB CONFIGURATION DOORS 800 OS AND OVER. 4 3 CLOPAY 'GRAND HARBOR' SERIES: GHnn, GHRnn, GHRVnn HOLMES 'EVANSTON' SERIES: SPnn, SPVnn IDEAL 'STONE MANOR' SERIES: SMnn D NOTE: "nn" REPRESENTS THE ARRANGEMENT OF THE DECORATIVE OVERLAYS. THE FIRST DIGIT WILL HAVE A VALUE FROM 1 TO 2 AND THE SECOND DIGIT WILL* HAVE A VALUE FROM 1 TO 3. DECORATIVE OVERLAYS OF PULTRUDED POLYESTER RESIN FIBERGLASS ADHERED TO OUTSIDE SKIN WITH PERMANENT ADHESIVE. C WOOD —GRAIN EMBOSSED STEEL PAN DOOR SKIN. It 0 DESIGN ENGINEER: SCOTT HAMILTON. P.E. REPRESENTATIVE DOOR WIDTH OLrt51DE ELNATI(IN 'GRAND HARBOR" TYPE OVERLAY DOORS 2 11 SHEET- REVISIONS 4 OF 4 REV. NO.1 ZONE: I DATE: ECN NO. APPVD: DESCRIPTION OS 1 — I — — SH SEE REVISION HISTORY ON SHEET ONE. DECORATIVE OVERLAYS MAY BE HORIZONTAL, VERTICAL, AND DIAGONAL (DIAGONAL NOT SHOWN). AI �u wt� �F Ww 6� C. NOES GRAND HARBOR' TYPE DOORS USE THE SAME REINFORCEMENTS AND BASE SECTION CONSTRUCTION AND TRACK CONnCURKUON DESCRIBED ON SHEETS 1-3 OF THIS DRAIWNG. 2. "GRAND HARBOR' TYPE DOORS ARE IMPACT RESISTANT AS SOLID DOORS ONLY. ICK BASE SECTION. I D 2" THICK WITH OVERLAYS. DECORATIVE OVERLAYS OF PULTRUDED POLYESTER RESIN FIBERGLASS ADHERED TO OUTSIDE SKIN WITH PERMANENT ADHESIVE. C SECTION A —A (SIDE VIEW) SPO-2F449 DESIGN LOADS: +46.D P.S.F. & —52.0 P.S.F. PART NO.: N/A Stoted Otne-i- 8585 Duke Boulevortl WINDLDAD RATING A Tor TOLERANCES " e LWmD, ON a7 USA Clapay Tel. No. 513-770-4800 1 p D P 4 6 T .0 = t.031 B • P oa,cts ITdng 0rvp�nY Fo: t:o. 513-070-4853 W O AO t.015 DESCRIPTION: 2' GALLERY PAN DOORS 16'2'V (SEE TABLE) D00 = y.ODI ooOD = _.Oo1 DRAWN BY: SH DATE: S/t/t3 SCALE: N75 DWG.R Degrees = s 1/2' CHECKED BY: SH DATE: 5/1/13 SHEET 4 OP 4 SIZE 1J U.'r— $toted Oth«w¢e DIMENSIONS ARE 1N INCHES DWC. NO.: IO4701 VER: IBC 4 1 3 'I` 2 IGLOO G 00A PIRODMC T APPROVAL 16646