Loading...
HomeMy WebLinkAboutREVISION - BUILDING PERMIT APPLICATIONOFFICE USE ONLY: DATE FILED: 3 REVISION FEE: rJ • O d PERMIT # 17 0 6 " " S `/ 7 RECEIPT# WlOroa PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE SCA1VIVJ FORT PIERCE, FL 34982.5652 BY (772) 462.1553 St. Lucie Ca ft APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: S BIZ B r'pc� Or,'ve- DETAILED DESCRIPTION OF PROJECT REVISIONS: /. /7.lrl mp 1All %:�L�i%VY .7 %% iA CONTRACTOR INFORMATION: STATE of FL REG./CI BUSINESS NAME: QUALIFIERS NAME: ADDRESS: 00 CITY: PHONE (DAYTIME): 377 2 1 3 ST. LUCIE CO CERT. #: STATE: OWNER/BUILDER INFORMATION: FAX: ZIP: R3ycti NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: 11— IOCl7a��/:11NOWF NAME:-Cu' l ADDRESS: I CITY: FPS p1 e re r PHONE (DAYTIME): 772 — STATE: SLCCC:3rm% IV I I Revised 0616/3011/17 R t: V ZIP: File Cr Florida Building Code Online Page71 of 6 ' Professional Regulation EUSHome I Wg[n I U.,Regiatratlon I Hot Topics Submit Suahmge I Sna&Facts I Publirabons I Contad Us I Mssite Map I Unla s.nri MIS—BI rodu t pp pr JWUSEducApproval PmEud Aoomval Menu> Pmdua or Application Search > Aooiicatbn L5t> Appllgtioo Derail FL # FL16546-R11 Application Type Revision Code Version 2017 Application Status Approved comments REvIsioN Archived ❑ Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterrield@clopay.com Authorized Signature . Scott Hamilton shamilton@clopay.com V� FOR TechnicalREVIEg�EL Representative Address/Phone/Email CODE COMPLIANC Quality Assurance Representative ST. LUCIE COUNTY Address/Phone/Email BOCC Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report g,e©py 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 0 Validation Checklist- Hardcopy Received Certificate of Independence FL16546 RI1 COI CertiOcation of Independence of Validation Entity - Gary Pfuehler 2016-02-19.pdf EL16546 RII COI Statement on Independence of Evaluation Entty- ScottHamilton 2016-02-19.odf 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 https://www.floridabuilding. orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... 3/10/2020 MAR 0 9 2020 ❑c Al EI 4 'CLASSIC' RAISED PANEL EMBOSS DOORS .) 'CARRIAGE HOUSE' RAISED PA 1 OF 4 LONG I FLUSH I SHORT PANEL 'CLASSIC' SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND 'CLASSIC' _F—A LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS. I�I � I -I � I -I � I -I � I -I It ��JI Irrr■I�� I ��®J L®IIL®I�I®I�l��l®III®I Lw CCY�O Ir�lTi�Y�r�lY 11112 22211,� �II� (1-1NIL—Jj lL l 1__/ 1A�IrrrrrrrrrrrrrrrNL 4_/ ] 1_ ��yS 1�111�11� 0711 Ir��d I�� Iwi l r= � r r:�rr r�l � �_ 1 , rr�r ice) r JJ L'�'I o— I r—I LJJ Pin L�J L�- DOOR HEIGHT 0 OF SE[itOVS UP TO 710' 4 7'3' TO 8'9' 5 WD' TO'10.6' 6 10'9' TO 12.3' l I2'6' TO 14.0' B 14.T TD 15.9' 9 16.0' 10 MAX SECTION HCIGNU 21' 4 9'. STATE OF A--Zl .O/� AO'OFSA,C OR I O::•UN24N`: 4Aej ,,DNA , F, G OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. ONLY SHORT GLAZING IS APPROVED. SEE SECTION B-B ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) NEW -B" (SEE SHEET THREE). VIEW •C' (SEE SHEET THREE). �END STILES ATTACHED TO DOOR SEW LATH PATENTED TOG-L-LCC SYSTEM (TOP, BOTTOM h CENTER). ATTACHED TO TOP AND BOTTOM RAL WITH PATENTED TCG-L-LOC SYSTEM, TWO POINT LOCKING INTO TRACK. ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP @ BTM) AND URETHANE ADHESIVE (ALONG CENTER). EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR COWMERtt L (LONG PANEL). SEE TABLES BELOW. ,GLAZING SHOWN IN TOP SECTION. L—+A OPTIONAL OUTSIDE KEYED LOCK POSITION INNER BOTTOMLHR TOP BRACKET USED AS MAX. DOOR WIDTH 16'-Z• (1) 3-IN ROLLCR CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WITH 3' TRACK. SNAP LATCH ENGAGES LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. Y MT1' RAISED P L Exdnxx mDRS 'uCRINS IQ16C' 4GISSo S..t LO.W PAVEL PN6L EMBOSS DIIOflI :WILL Vmlxnmi sIknOW waix NrDUI SSILC wa.. UlLCIiCCiIDD OCa SSC14lx: SDM1 VIniM $1ECS1I-e,, TO 1110•42' i0 I 3 ER SE[SI... Ta 111wMI.Iry M X. ]D Ir10- z ]Iry lD 1ST4'rsv 1.W I6'Y ] TD IYIY•5[E NntE SCLDV RC4Aan1N4 CYIRA III.V• Il_ T.- .G• i0 IY2'SLICES W LDIi YNLl nmlli y 1D 162'. I16'0' EXTRA STILES FOR LONG -PANEL MODELS. .1WIIIdW ID W 6WCINML.. Sf:IL$ MdIW(p A$ HOICD OV ME 14116 ANfL. 11C$C LDUY((dt L4dN SACS AY Afg4D VDEW11 DCASEA TIE EVSRW.. R541I f= SNLS CMIVEIYW. CFMCP SIRiS /Pi .Vi/CI[' MDI Sl OC LTW k MRPI) OR.(Q ]/1K IM aM15 ._l ee xxELr unN sgLws WINSIDEHMDLE P Ip SLIDE BOLT LOCK END ENGAGES INTO END VERTICAL TRACK. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED HANDLE. INSIDE SLIDE BOLT LOCK OPTION. OUTSIDE KEYED LOCK WDH SNAPjL�I OPTION, LOCK OPTIOONPOCK OPTION. THIS DOOR WEER OR IXCEHIS THE DES" LOADS. FOR THE DLINATE ND SPEEDS LISTED BELOW ACCORDNGTO THE FLORIDA BV:LDNG CAGE OR THE IMERNAmWU_ GMOING CODE ,(BASSO ON ASCCT-fO) fOR Mf. P0.LD'MNG CONDRIONS: 1)'TNCL0503 BUILDNG. Z) DOOR KAS Z' OF WIDTH IN BUOCNG'S END ZONE 3)' ANY ROOF SLOPE AND 4) TESTNG IN ACCORDANCE WITH u51/b0.iW 10& STE-SPECIFIC fKCETATICKI BY A WNIFIED DESIGN PROFESSIONAL MAY CUTER ULTIMATE VIND I55 160 LTB 100 195 SPEED (HPH) CXPOBDRE CATEGORY B. C. 0 B, C. D 31 C B. C B MEWL R®F HEIGHT 25' lY 25' 15' 3O 2 Wes. SI.t.O oft. H TOLERANCES.. A - 3.015 .00 3.015 .000 - 3.005 Doan 1.001 De9reeB . 31/i R" STEEL PAN 5H DATI SH DATI IN IC END ' STILE. OUTSIDE I B HANDLE. 'Y"}yIT'y�l LOCK flAR ENGAGES IN TRACK ON EACH OR. OF DOOR. OUTSIDE KEYED LOCK WITH I OCK BAR I10SL-_ELLK BAR I nr. PIG. VINOLOAI RATING A 6 DP30T iEE TABLE FOR MODELS] X. NTS DWC.D ET I OF 4 SIZE B ME no -n. AI 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET' MODELS 1 24 GA 1.25 GA 1 25 GA 124 GA � MODELS r 25 GA 2 OF 4 REV. NO. I ZONE: IDi DESIGN ENGEER: SCOTT HAMILTON,INP.E. RIDA I NS No. 6] B 4 PANEL IBC/F8C'2606 AND AN APPROVED Cl PLASTIC N ACCORDANCE NI H FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIMCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUIMMG CODE AND IS LARGE— AND SMAU.—MISSILE IMPACT RESISTANT. SECTION B—B (IMPACT —RESISTANT GLAZING OPTIONI DEWL'0' DECORXT FRONT FACADC L vale SECONE SEAANT (BETYECN STEEL 9W4 AND AND. FPI•lff). IMPACT RESISTANT ONE-PIECE NJECIION POLYSMtENE q,TNNER fASTENED TO FRAME WRH MOLDED GE LEYAN (10) /D a 3/4' PAN HOW MAGNLNE SCREWS. "2432T FRONT FRAME h GU M. IMPACT -RESISTANT ASSEMBLY DETAILS DRAWING 104710-A OPTIONAL DSB OR 1/8' ACYRUC LIES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PIASKOLITE OMIx OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WON I8C/F8C 2606. THE ENTIRE DOOR ASSEMBLY INSTALLEO IN COMPLIANCE V/NH THIS SECTION MEETS THE 11IND LOAD REDUIREMENTS OF THE iLCRIGA BUILDING CODE OR INTERNATIONAL =WING COOE BUT DOES NOT MEET THE IMPACT RESISTANT REOUIREMEM FOR WNDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/IBC). .SECTION B—B (NON —IMPACT RESISTANT GLAZING OPTION) FROM FRAME WRH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FROM FRAME IS NARROWER THAN M IAC!—RESISTANT FRAME. 1Y3 f� A LING MOlDEO INSIDE WE RET&NER. PAN HEAD SCREW (10 SCR (10 SCREWS PER LIE). STANDARD ASSEMBLY DETAILS DRAWING 104710-8 wlcNwvucn me O . 3.0T1 0O - s.013 .DOD - x.005 .Da00 = :.001 Degrees xt/2 1Masa Awes DNur.:w Nvcwmxs u2 w eu¢s 2 FLOQ00A° tr 2 OF 4 ■C .l- ■BC m e) 'CLASSIC RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 25 GA 24 GA CLOPRY 84A, 94173, 15 76, 75L 98 TEAL 4RST 6RST 2ftST OF Hmf4ES 46, 48B 42. 42B - - SHORT LONG FWSH D 0, 3 OF 2' THICK Y 1 JAMB TO SUPPORTING STRUCTURE ATTACHMENT MIN. 25 GA (0.019" M. THICK) — (2) 12 CA GALV. STEEL TOP ROLLER 1. NL ME LOAD FROM. ME DOOR IS'TRANSFERRED TO THE TMCK AND THEN FROM ME IfOCK TO DDS STEEL EXTERIOR SKIN � / / BRACKETS (2-1/2' x 5-3/B ). EACH BRACKET ATTACHED W/(4) 1.14x5/8' SHEET THE 2.6 W ll SYP (GRADE J2 OR MICA) JAWIS. NO LOND FROM THE DOOR 15 TRANSFERRED TO THE HOPoZOMN (TOP) JAMB. WITH'G-40 GALVANIZING, BAKED -ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED 2. CNN VERDM JAMB SEES A W UUM DEWN LOW OF 42W lB & -MG M FOR LINEAR BAKED -ON POLYESTER PRINTED TO TOP BRACKET WITH (2) 1/4'XI/2- BOLTS 3. FULL TOF J0kVB FAS ENERS MAY BE (BUT ARE NOT REOURED TO 60 COUNTERSUNK TO PROWDE A TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. FLUSN MOUNTING SURFACE SIDES OF STEEL SKIN. 4. A I/3 STRESS INCREASE FOR %TND LOAD WAS NOT USED RJ ➢IE CNCUU90N OF ALLOWABLE MM FOR ANCHORS AND FASTENERS FOR STEEL. CONCNETE.AND MASONRY. L 2.6 JAMB TO SUPPORTING STRUCTURE ATFACHMEM rnmm T MAXIMUM ON -CENTER DSSTANCE MEL BEIwEN WASI n BUILDPIG THE MIMER TPE FAMNEi6' REOUIRED? {• W Y00 Py WW CONCRETE t { a I 4N. EUBED TAPCON CONCRETE Ax[HDR 8-1 X 1-3 4" MIN. NDED WFJ-Il INNR Ti ANCR fl - M 4• ' 1. . FIRST (BOTTOM) ANCHOR STARTING AT ND UDR& TWJJ PINE OF THE MACLtUM ON-C ER DISTANCE 11 GH T ANCHOR INSTALLED AT LEST AS HIGH AS THE DOOR OPEnoTG. CLOPAY GOES NOT SUPPLY JAMB ATTKKMENT FASTENERS. WMINUM D5IARCE BETWEEN CENTER OF ANCHOR AFD EDGE OF CONCRETE. BOCK: 2-1/2-. EXCLUDING S O MK:KNESS ENG)NEER� SHIP LAP JOINTS I 4'— 4-1�4' L VIEW 'D 4' TALL TAPER STRUT. 0.057' MIN. GALV. STEEL. 50 KSL MIN. J14K5/8' SHEET METAL SCREWS 0 0 00 0 D 1/4Px3/4' SELF o TAPPING SCREWS. 14 CA END HINGES 18 GA. (MIN:) INTERMFDIATF HINGE 190 14 'GA. UIN: GALV. ROLLER HINGE. EACH 'C -� HINGE FASTENED TO END STILES W/(4) J14x5/8' SHEET METAL AND (2) 1/4S3/4' SELF TAPPING SCREWS. SEE VIEW 'B'. ONE 4' T-STRUT PER SECTION. (SEE VIEW 'D') EACH'T-STRUT ATTACHED AT EACH ,--�HI4GE LOCATION WITH (2) 1/4'0/4' SELF TAPPING SCREWS. Q�1CA 2 . UIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) j14x5/8' SHEET METAL SCREWS. ALVMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. TEST OAOS: +5a0 P.S.F.& - 3.0 P.S.F. "" "-"' "-"" PART NO.: N/A Iweaa Malef ay.�laa TOLERANCES — .0. 3,031 u'O UuK, PME B BSBS OAO 13., u ay T" ON 4500 O I«„: 5 5-77o-4 VINBLOAD RATING W 6 D P 3 6 T A DESCRIPTION: 2' STEEL PAN. DOORS 16'2RI (SEE TABLE FOR MODELS) .00 ' 1.015 .000 . s,00001 DRAWN BY. SH DATE: 11/19/1 SCALE: NTS DWG. DkBr^a 21/7 CHECKED BY: SH DATE: 11/20/1 SHEET 3 OF a SIZE B owE"u A¢ �m DWG. NO.: 104710-A/B VER: IBC FLOG RIDA PFtOO7D1UNT AFFF OO VA-L 1655E i 4 13 2 1 1 'CLASSIC• RAISED PANEL EMBOSS DOORS 'CARRIAGE -HOUSE' RAISED PANEL EMBOSS DOORS SHEEn RE14S10NS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 4. OF 4 REV. NO. ZONE; DATE: ECM N0. APPVD: DESCRIPTION �, ne.,, n.,. e. ve -.� — — ee n. n.— 11.1 . nw• Tnevc I.. O3 1 - I I SH I SEE REVISION HISTORY ON SHEET ONE. I SHORT I LONG FLUSH I SHORT PANEL D HORIZONTAL SUPPORT BY TRACK NOTE: TRACK G WES NOT A ABOVE ME DOOR OPENING DOES NOT AFFECT THE. LVIM1D LOAD RATING OF THIS DOOR. CDOR DOOR [OUNTERBI4ANCE MIEN INSTALLER (10 SUN): ON ODORS UP TO B00 LBS. ORS UP TO 00 LEV 1•. DOOR OWERIAP (EACH OODR HEIGHT 'L' 13 GA GN,V. STEEL PUG BRACKET ATTACHED TO _ JANB WITH (3) 5/I6- K 1-5/8" LOT SCREWS AND TO TRACK WITH (1, 1/1' RIVETS - 2X6 SYP WOOD MJ9, BEE 'JAMB PREPNUnDNT10TE'. ]-_ _ 2' TRACK CONFIGURATION i DOORS UP i0 B00 LdS. w AS MD: SPACING NEE 14.O.G 90 94- T Q 2-1/2- X 12 CA GALV. STEEI TRACK BRACKETS FASTENED R B_g• .- E R : 83' 2- CALM STEEL TRAIXAMBS TRICK THCHNESS: O.OBJ-. S0' 1vITH5/6" X 1-5/8 LAG SCREWS NOT TO EXCEED 14 ON -CENTER, ON. OF (9) DO SCREWS REQUIRED PER JAME jO'It,� . 124. 1 - ' 0' l 2'GW.V. STEEL TRACK FASTENED TC 4 ". ttP. 2-1/2" X 12 W GALV.• STEEL TRACK ORAUETS. ATTACHED. TO MIS WITH (1) 5/16" X'1-5/8' US SCREW PER TRACK BRACKET. r21 0 1 12 GA CALV STEEL TRACKBRACKETS WONONER (2) 1/4' ON RANTS OR (1) 1/4- X 5/8-BOLT & NUT PER CRACKBPCKET arD 0_ 14 1 3' TRACK CONFIGURATION DOORS BOO LOS AND OVER. �c i K 3' GAMY. TAPERED STEE THICKNESS: OAGI'. ANG MIN, ANGLE DIMENSIONS AOOITWNAL MOUNTING MOTS SPACED AT 12' CENTERS. � 12' ON CENTER Ib' T THE JAMB CONFIGURATION R' DOORS BOO 'U35 AND OVER, _CENTER NAN6 REQUIRED FOR CODES OVER OVER 6-HIGH. 1'DOOR OVERLAP (EACH SHE) 2.6 STP .MOD JAMB, SEE AND.ANGLE TRACK 'JAMB PREPARATION NOTE'. MESS: 0080% HORZONTAL TRACK SUPPORT BY DOOR 14' M4XMUM SPACING INSTALLER (TO SUIT). FROM LAST MOUNTING 3-1/4' Y 2-)/8` MIN. X. D.O80' TAPERED SLOT TO TRACK JUNCTION ANGLE. SEE TAG DOLT,MCIINNNG BELOW. 36 NE, %' TRACX BOLT AND NOT AT :EACH MWNONG SLOT LOCATION, 9 ( y A 7,0.' '9L. STAfE OF .W� DOER vER ¢aL � 0 •, � Ff/� 22 XEIONT IIMLN LENGTH ApsS/ONAL+E ``E To" 1G �D 16 DESIGN ENGINEER: 3-1/z' is-o i5s 15-0 180 ki MOULDWG BY ODOR INSTALLER (TO SET). GRID. STEEL END SOLE, R 6A GAL¢ STEEL DOUBLE END ME. 120 GA. MIN. GALV. STEEL INTERIM.. ME. L 7/16'LD. ROUND PUSH NIET FASTENER, 14 GA. G4LLO. STEEL ROLLER HWGES, FASTENED TO END STILES W/(4) EACH g145/8- SHFET'NETAL SCREWS AND (2) 1/4" SELF TAPPING, SCREWS PER ON) HINGE. C 2- D0. 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. SECTION 'C-C LHR BRACKET (2-1/2" a 5-3/4' X IZGA) MISS BY OTHERS ATTACHED WTH (2) 1/4' . 3/4' SELF TAPPING SCREWS, NDTE THAT LHRBRACKETS ME ALSO USED WITH 'OWBI£ END SNIE' AS SHOWN IN ZOAE 0-3 SHEET 1. DOURIE iRAIX 10W FEPDRODM OPTION (AVAIL MR BOTH 2- AM S TRACK) oLIBIE HDR120NTAL TRACK, -STOP MOULDING BE DOOR INSTALLER (TO SUIT), p rl6 GA GLLV. STEEL END STILE. U 18 GA CALV. STEEL DOUBLE `END SOME. 20 GA. NAM. CALV. STEEL INTERM. STRE. 2! 18 GA. CALV. STEEL INTER. 0.101- TMCK 3" SALO. STEEL TRACK FASTENED J L14 GA. Gob SEEM ROLLER HINGES FASTENED TO ENE TO TAPERED MORE. TRACK ATTACHED TO MES W/(4) .EACH 814.5/8' SHEET METAL SCREWS TAPERED ANGLE MR ONE 1/4-%5/8- BOLT & AND (2) 1/4" SELF TAPPING' SCREWS. PER END HINGE. NOT AT EACH. MOURNING $LOT. 1' 014 0-1/2' LONG STEM 84LL BEARING STEEL Rd1ER. SECTION. C-C PREPARATION OF JAMBS B/ OTHERS DESIGN LOADS: +36.0 P.S.F. It -42.0 P.S.F. FD.11�.- +54. P.S.F. & -63.0 P.S.F. e4 oua_, _.(CIO a SEES Duke Bakvam NCES. a. U '7 y Moon• ON asow USA Tn. Ila 513-0TO-48W ONE 5/16' K 1-5/8' NAG SCREW SPACED AT iHE_3ME . 3.UL BA ' PmA[H COIIgAF F. W. 513-770-4110 2,015 DESCRIPTION: 2' STEEL PAN ODORS DISTANCES AS THE TRACK BOLTS O.E. 3-1/2", IB. 22', 34%3.005 4§". VC.). AODNONOL UG SCREWS LOCATED AT I6 28,. k�•+ 3,001 DRAWN BY: EN DATE: 11/19 40' FROM BOTTOM. TL90 LAG SCRIES ALSO. LOCATED ABOVE 31/2 CHECKED BY: SH DATE: 17/20TRACK JUNCTION. G1Mn:ieE w wr Lx DWG. NO.: t04]t0-A/B 3 2 FLhOONODQ P GDMC T QPA