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HomeMy WebLinkAboutMultiPDF0866-01.pdfOFFICE USE ONLY: DATE FILED: REVISION FEE: S?,4 i09�m�0 nIy PERMIT# Z /Cb4,1 — jj7zf 7 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 3.3 2-7 /fa.� Esr�R4 diz ivy DETAILED DESCRIPTION OF PROJECT REVISIONS: Ekj CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERSNAME: Qiervy Dgc'irlsoN ADDRESS: i 3a c3 cy�2 Oruv� CITY: pg y3yy PHONE (DAYTIME): STATE: cc ZIP: 319°07 - 32-/ - 733 75 72 FAX: OWNER/BUILDER INFORMATION: NAME: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: A. ,4 06.s/6-d 6r- -_ o crf' ADDRESS: 2y / A/A CITY: /.v,d rgAl �} gaQo „� Get s/ STATE: i'i— ZIP: PHONE (DAYTIME): / FAX: SLCCC: 9123109 Revised 06130117 File COPY REVISION October 12th, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, FI. 34982 (772)462-2172 Express Homes Creekside Lot # 6 Product Approval Revisions To Whom it may concern, At the builders request we have revised the product approvals to the latest product specifications. Please see the attached revised sheets. Sincerely, Michael C. A4er'6san, Architect Florida Architect #AR'f75 File Capp ,vunoD =!-:n.1 ; Iblld 8 6 Iju UaAla:)ai) F?EVI^ MLr 2194 Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 www.abdesigngroup.com RECEIVED Or.T 2. 8 2021 Permitting Department St Lucie County ,tdoa a�3 Reviewed for Code Compliance 91 universal Engineering Sciences Product Approval Submittal Affidavit FLORIDA PRODUCT FL # or Miami- REVISION Glass Building Design Product Design APPROVAL Product Model # Manufacturer Method of Attachment Dade EXPIRATION DATE Description Pressure Pressure REVISION For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame FL17499.2 R8 10/08/2023 SH Window 185 SH MI Window and Doors Non Impact into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38) / (-48) (+50) / (-50) minimum embed. Into substrate. Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry / concrete use FL15353.2 R5 12/31/2024 Vertical Mullion 5764 MI Window and Doors Non Impact 1/4" ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum (+38) / (-48) (+48.1 / (-48.1) embed. w/ 1" min. edge distance. Locate anchors as shown in installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame FL15349.1 R14 4/3/2023 Fixed Window 185 PW MI Window and Doors Non Impact into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38) / (-48) (+60) / (-60) minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame FL14634.1 IRS 12/31/2022 Sliding Glass Door Builders Series 4780 Ply Gem Non Impact into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+33) / (-41) (+50) / (-50) minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame FL15332.2 R6 12/31/2024 Sliding Glass Door (Alt) Series 420 MI Window and Doors Non Impact into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+33) / (-41) (+48.2) / (-48.2) Aluminum SGD minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. Opaque single door with 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each FL20461.17 R6 12/31/2021 Smooth Star Therma-Tru N/A side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and (+36) / (-47) (+47) / (-47) transom jamb. Min. embedment of all anchors to be 1 1/4" 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C FL16107.3 R14 12/31/2023 Double Garage Door 16.20 73 W6 Clopay N/A (+29) / (-35) (+36) / (-42) 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end FL8248.11 R20 12/31/2023 Double Garage Door (Alt) 8024 Wayne Dalton N/A distance of 4". Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" (+29) / (-35) (+34.4) / (-38.3) OD washers with a 1 9/32" thread penetration into seasoned dry wood supporting structure. 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between FL14170.7 R14 12J31/2023 Double Garage Door (Alt) Series 170-175 177 Overhead N/A Jamb and bracket location. 2 3/4' � min edge g distance. (+29) f {-35} (+34.4) / (-38.3) 180-185, 187 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end N/A N/A and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the field. FL5259.1 R32 12/23/2023 Underlayment (Alt) Polystick IRXE Polyglass USA N/A Self adhesive FL17322.1 R7 12/31/2024 Underlayment (Alt) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive FL34546.1 R1 12/31/2024 Underlayment (Alt) Shield Granulated Owens Coming N/A Self adhesive Self adhesive FL27076.16 R1 3/28/2023 Underlayment (Alt) Weather Armor SB-1 APOC N/A Install per manufacturers recommended requirements. FL3792.5 R14 8J16/2021 Off Ridge Vent 770D Lomanar:o N/A N/A N/A Install per manufacturers recommended requirements. FL19567.2 R2 9/21J2026 Off Ridge Vent (Alt) MMI MILLINUM METALS N/A N/A N/A FL15272.1 IRS S 12/31/2023 Soffit 2T Soffit Aluminum Alside N/A per manufacturers recommended requirements. (+31.6) / (-38.8) (+75) / (-75) Variform Soffits Install per manufacturers recommended requirements. SEE PA2 FOR CODE FL33919.1 R1 12/31/2024 Soffit (Alt) PlyGem N/A IR E TS N S L TI N (+31.6) / (-38.8) (+157) / (-46.1) Install per manufacturers recommended requirements. FL16544.1 R6 7/30/2023 Soffit (Alt) Aluminum Soffit Alpha Alum N/A (+31.6) / (-38.8) (+54.2)/(-54.2) a F137824.1 R1 12/31/2023 Soffit (Alt) Aluminum Soffit Variform N/A (+31.6) / (-38.8) (+106.8)/(-141.6) Install per manufacturers recommended requirements. FL12194.2 R11 6/19/2025 Soffit (Alt) T4 Soffit Aluminum Coils N/A (+31.6) / (-38.8) (+80) / (-90) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 Hurricane Panels Less than 24 GAGE Hurricane Storm panel N/A concrete masonry, 2 1/2" min. edge distance 12' o c max. s acin .Can be / / g J P g N/ A ( +47) / (-53) 6' span M FG. headed screw or all thread but with wing nuts. 77 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3J4" i n FL16293.1 R3 12/31/2021 Hurricane Panels 6' span or 24 GAGE Hurricane Storm panel N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be N/A (+45) / (-50) more MFG headed screw or all thread but with wing nuts. FL17147.1 R5 6/27 2021 / Zip System Sheathing p y g Wall Sheathing g Huber N/A Install per manufacturers recommended requirements. N/A N/A CONTROL. PATE 08.192021 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 F W a o M Z d !11 ol o J aF, Uhl lK u n Z q fQ U Q N 0 E: ti z- SUBWV. ae LOT: CREEKSIDE PHASE 2 LOT # 6 PROJECT# 04321.200 006R1 MODEL• EXPRESS SHINGLE GARAGE Srl/ING: PAGE: 60 MPH EXP. C ARCHITECT STATE OF FLORIDA /l OCT V2021 MICHAEL C. ANDERSON AR NO 17365 DAB 08/19/21 SCALE: 1/4" V - 0" IMN NI AC'�mhF RU AE$CF If+r ON CA-E ARPP.Nz= NO-E5: 1 HE !-.fir CI SHOWN 1-EREIN IS C-SIGNLU RNLI bI1`.d-A,::'IIJRtU C COV-LY W IH 3EUUINEMENI:_ ;:F H_ F_J4'.CA KUILGIN:; CUDE, 2. 00 0r) FRAMINIC A`,& +A4 diNP.Y -=_NING -0 PE. SIGNED AND AKHOPEC TO FR`1'EALY RA`. shh ; Al l :)ADS 0 S RUC URF. 1�._'IAINI, A';; MASONRY CSIINING IS IHI- <'CSSP0NS 15 LITf OF T _ A:Cl IIT_C_ OR CNG NC--R OF RECC'RC. 3. ALLOWABLE STF+ESS [NCR=::.SE OF 1.,3 WAS NCT _S-D IN -HE CESICN OF THE. PRODUCT SHC'n'N HE'<Elha, 'BIND -OA" DURA'nON FAC-OP Cd-1.,6 USED =OR WOCD ,ir:C-7h AI i:UI:41 i \1 4. 4. -PaME PA ❑21.AU COLD POL-ED ropy A_JIAINUV I1_r, F. -OR ANCHORNC INTO 4FC'OD FIRAMINC OR 2X BU:1-. -_E _??4" T;2N F:41r,T=D STA.1N:_ESS aT=EL NAILS WITH 1 /-" HEAD D-AMZ::i, S;'L'%- /=" Cr• :'F' 3TAPLES. 4EF=G: -0 DETA s, A. 5. y., AND E =0R MINNVA FWE 11T E. -01 A.NCI10 ^ INT.A450NPY,'L N _ C Iv1T .. 'T _.0 .''r T R "-,TJu '.ANS -OR A-N:Hf,RP7; INIa II -III If l.'.. F ,•.,:•: I -i ire =T ,AllS S=F=P -2, ff,-FAI C =SIR 1AINIVI.IPI Fi i-::r+-'aT - ALL F'.->TE\C,5 -0 UC Q .� ?O510N PC515TANT 8� r CT'+L_�%T ON ANCHORS --IIALL _E INS ,_LED IN . ? ,A a ._ O IT NI"HOP .t 'A4N0-Af'I..R-R'S INS AI I A ION INS PirC 11" 1 '.cHOR'` S-Al I .I 3- USI- : ". 1!, '+✓-i-:,TRtTF= WTH STRFN17-? 1=:= THAN T-F A7'. DAI Ii.1 S-P.FNGITH RF (We.: j 16" ALUMINUM AND VENTED A n�GC-MINMUIa 5PE Pa'F G .4' E. CJNCRCf= - VININA.M 1 -rC SN TR[V5I „F 3,192 051. 570F.rrA2dALJMrNU0J,Gy27HKiK MASONW - 5-RMGTII 4.'F'.:::NANCC TO da M -�,a 6Rr+I;C `a. �"_- 1 ,`,..Ge �3RCATCR]. VENTFa VERSION VENTED AREA: 2Q.24 kVkt W--AR FOOT !]FSKNPAFV�URFRATW. iMPACTRATAIC AFVCN Ra<S&W-RATIIVC A�ACTRATJNG QE5IGNPRESSU.RERA NC. IAdPACTRATMC, +64.2PSF mm ±'38.4PSF ax. I r31.1PSF Num FW.'c"I'iMB'ALLEC and '"'PVERifAAG st!`IEN 7dBTAL�W78'Q'F.RN4N0 MJNFh',%ISTAt1a;+J M'24'OVEliriaNr3 t ) F CHANiYEL 3TC5.Ff26 AbJAATdVY.0 F2' TKZK ?? J CHANNEL 91rA�rr1d28ALL'MFAN.RJ .C1T iriilB±i -RAUI- Roil CIN:; Y OTHER TI AS c. ,,-IT A DRACG THIS 0 `ART OF POOF T4IS P"r1:T=V 1 1 ter' 1 , uE-,^JLS A. AND G 12" O�ERHA',G - 12"OVER14ANG INSTALLATION DETAIL -A---E CIF CONTEN1s Dt.S;:�NnUN PROFILES AND NOTE: F ceL®1 8011 DING. B" CT-ER5 -III$ IS NO- A. 3,7ACC -HIS IS "ART OF RCM RIISC '.Y7Fv �1 1+.- SEE � SE= DETn_ C DETAILS SFT - SHEEI 1 .°k. H AN'L' '� _._ SHF-I ' StiE_i = 16" OvERHA,'.G is" OVERHANG INSTALLATION DETAIL tRA.'A V.L. _21LC NTS V.I . NTS AI PHA AI UM NUtO IYC. 1710 PREMIER ROW ORI ANDO,. F I S7809 16" AIUMINUM SOF1611 zRCF LES AND NO"S VW, NC_ 48 G21917 ` 108/05/ 13 "r I OF 4 L. RO3EPI^ LON.ASP;E. +4S' 4YL'�aCFORO R9 LEiM1"b'4aLLE h'C s'If„�g. <3a SnH-4f.{Xr .h+/MnY�/^"ANA9 ^Mm SIGNED] o9,'p3/'Myl 4AA5 6 *w �OF OR M I1Ywr C rfIr/ ZONAL'V\�\�°w Las R. Ltimcs P.L. rL No.; 62514 REN CM-RIPTM CAM ?a254_C N *RA-) `lU.ILS S -FA 6. ANU :lLIAL 4 :JSili,'LUc.1 I:.L. =P,A^AE 3U -DING 3Y O-HERS -HIS IS NUT A BW%C' -1115 IS FArr OF ZCC'- TRUSS SYSTLM EXPERK?P - i x FURR NC I:.RIP - , SFF FLVI S 'r. 1i77,141 4 6 nor) C 5HEET 4 SHEET 4 SEE DET?I_ C SHEET 24" UVEPIIANG - 24" OVERHANG INSTALLATION DETAIL A_PHA ALUMINJM INC. 11TU PRL'AILR I0ow O:_ANDC, =L 32839 16- ALUMINUM SOFFI- INS-ALLATION DC"A LS n" NO OR-6719s Tart 08/05/1 3 wF-vl t C.F A L AOSERTOLJUVRE. 1432 woo.7FOW W _Rids Wk. MC 3; 023 414 6 9-!'S+C ,A�.'r. YrxnPSFs.ca, SlGNEtT,' 09r23,'20,21 ;, :" . V7ATF Luis R. Lamas P.G. FL No.t 52514 ITEM NO.; PART NUMBER i7ESCPoPT1oN MANUFACTURER MATERIAL ' StSFFiT AI PHA AI I INIINIIN9 NC Al I IMAI IM 1 -115 I21, 2 FCHANtdEL ALPHA ALUNINUNI NG ALUN12NUKI 31054126 a J r.CW J'C+ItL "LF'HA. ALUTANUM INC ALUMWJM 3IU'a H2L' s }-,•I,Ih =1I11 DIN': 8- OTHER'5 THIS IS ':CT A BRACE ,;'ti.:.,, ', [HIS IS -,'�1 (1F ?,-, .GCJ, IKUI,. NISI-M SF DETAILS A,©ANDC SI LZ -117" M=P.HAr.0 12"OVERHANG INSTALLATION 047AIL Reviewed for Code Compliance Universal Engineering Sciences F1>,AUF Hun :Ira.. �Y Cr HLR_i I THIS IS NOT A 'AC -- THIS IS FART OF R f�,. -RUSS S!rTT= id 1 1 _ S=F =-F 1-{I SF-- LIELNL E - V' - ,VLS DETAIL S ICE 4 C .4haG SI ICE _L7 4 1 E ' 0%, RHA%i : 16"OVERHANG INSTALLATION DETAIL 1 /4" MIN EMki_DMEMI f.... I _i/4" TFIV PAINTED SS 14AIL Vd,'Sj IL-EAD..'.IAi.R IoctitF MAX O.'C v/e' MIN EC'I_ DIS DETAIL A `2f} WOOD FRAIr1AVO .A'SUALLATIO.N :H; FCNAAANFL.ANDNAk8 o!4'`0 /4" CROVr N S__AFLES 1111C'.Al-€1 Pd' MAY IN O AMONDPATTERN 1r DETAIL fLtRR1NG SMIPW4 4ErMMS Sry f'r^-(a',1^-nnN n41F APP,Yf,II �. RF61AFf1 N.TFS F A- n "Jr. r'FFAI C I "2o?E, R.I 'y EXTEiilO!#: - SF= DETA A. 13 A+, 5110ET = FRAVE 3UILCIN" R" L-HFRzf. TIIIS It '. _'T .4 QRACC 1 THIS M 'AFT OF RIO()- TPII4zS C4fiTF" I K F INb _,JL E _ET 4 SE C are& I)9I-E_ 4 I- 2 MAX O.'_. 24" r* ^ H 24" OVERHANG INSTALLATIONDETAIL SIGNED: os/_*LSW21 ALPHA ALUM NUS? INC- �.y1111udirr!! !1U am&MILR F L1W' R•.:d4ffArr,, 03-:N00, FL 32609 `.�\GEfv4,-fd; ` 0 47514",� 15" ALUMINUM SOFFIT IVS-ALLATION DETAILS 3Q ]qjzz ' + •.lORVft • w uw N owe rJc. NEW L. 08 02198 C w �ivfrSSD•�"."©\`w '\Mt �11tImil.I�o P. C L lu R _fR. m-0G L. rL L nos"P. aE NTS wsE 08/05/13 S FE 2 CIF r .BJB MlfWV;PF 14V wa.nmr: �7r l rmwx(7 m,, a-a�r 6'tc rh:•QSC9 +M'nAedM?rtA;a".tMt 1 3/4` i,M I'L+I I' S5 Nl I_ tY/9/tE r -A i71r;t"th hz ,1 ,1.4.,):1/4r GOWN 3TAPIr I,') Pf -i W,SN} f MIN ErASEI AEraT IX CR 7X OCc &V rS.SCRPrIfH C4T" daPP9d'1 C 1tF:.tifif I,^,TF`i s k 9 Avn r:=T41 r; CV1 I7sr 7C:1 ?.I. DETAIL G V10,70 FR MAMYG AVS.TALLATiON 1MIr}1 r-^•NAhiNFf FF'C:F I Hh RS 3l,°c1;#" cR01'tN 5-A-_E 2..i/b"XS/d" SIA;^IF LO ATCU 24" kw- QJ C. J-CIIANNE_ TO BE =L SH. WITH FASCIA. FASCIA. 8'f CTIIERS } x �` �� taEllvEra 3/4'RI!4" C", WN STAKE - -- - DETAIL 8 i r /� f -- ::K s/a"x_,' �' Ap F ' -.J" /� V OCAT- 1' AT EACH C4tOOVc r WOOD Ff3.4/A+IMG MfSTALLA TKW 10 i - � VA' F 0 64NNEL AND STAPLES - ! I/4" FASCIA JP -� 1 _'!4` TAM F.41IJ1=G S= NAIL � f 3,'&" MIN DIAFAFTF: FDGF DISIANCF _O:AT_D 24" PAX O.C.:::r LNBCDM_NT DEFAIL .E� .iT•.P_C, MT" FRAMIN4:tACSTAkL4rr$J DETAIL F MIN FASC.ASFDE STAPLE VANOND PA ITEM r FTrF DISTANO= SIGNED:O�!?3zr721 "a ALPHA. ALUM NUM fNC. ti111tIN11FIr! r ./ �- 1710 PREMIER ROW *w1\s R 10 MIMIh1DA9- ". .. ° - ORLANDO, FL 32809 1�y eN0 -•9 OU' x 1 NAL Jr v tUri ;V 3 AT �y '' --'".� � 18" AUJMINL'M SOFFIT = 21 INSTALLATION DETAILS - 0'< TAT QF wA 2 OPnM: VMG 1G ORIo MA:i "J it 31C THEk3 MASCNRY,CONC'gETE STAt3Aih7N seas NTS - 08/05/13 48 OF 4 Im G rrf7w''ONAL ��4www Po6'F CHANNt=L AW WILS REFER TO NOTE 6FPR EMBED&IMT L R�-BSPT.� L0,v45 P.E. :i;71T,17>'F.'?Pfi Rr IF:L'arxtF R'C."e9-,A9 Lds R, LOrncs P.L. eu.st�.teav w.,"rd.;xu+,rAt.cwr rL Na,: 62514 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 J h W W U Z Q Ill U � O � Q � 0 q N Q'i q @ c�9 z StMDIV. 8C LOT: CREEKSIDE PHASE 2 LOT # 6 PROJECT# 04321.200 0061R1 MODEXA EXPRESS SHINGLE GARAGIC SIVIMG: PAGE: 60 MPH EXP. C ARCHITECT STATE OF FLORIDA OCT 14 2021 MICHAEL C; AND'ERSON AR NO 17305 I A iR W AKJZDWGN WlW2 P$F.5$LRFSiNFSF _. 3HOkT SflA1u 1rA11l.E VARIFOR143 EAYE'MOTH 1M WC S low � W 16" SU1r,1z1T TYPE Dsu61o6 (A1,mafuaa3) lr,,Klils +10.1 +135.3 +96.6 n_�u "cnan y„ a44- 116"I u.nw.-�v,ov .,•.,.. - )Cwf 1 _lYS 2 - 59'able45(Alurnuua)12"-Smpks +169.1 -1-135,3 90144-367N VCaw-3678' -177.0 .141,E •101.E ft pic 4 (AIGEum) Ir,, Nails Sa8t4 356 44 +169.1 +13 . +96-6 Cecda Vat-.>GYA3 p14 Ygst-3tdi96 .1�'1 -173.3 hf7la4 (AhiWn* IV, Staples Salk-304 +1694 +135.3 +9t6;6 GaalerVmt-:6{fl3 NWIYac.3E696 -17T.4 �13t.6 -107.1 Quad 4(Alumirum.)16".Nedls +126.$ +101.5 +72.5 Solid-36797 V=ted^ 36798 -12ti,8 .10" -72.5 Qum S {Alaminu) 167. 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