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OFFICE USE ONLY: DATE FILED: PE REVISION Z/chi — D97 B REVISION FEE: RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 Aaunoo *ion (M) 462.1553 4uaw:ped94 6u APPLICATION FOR BUILDING PERMIT REVISIONS Vol 8 Z PROJECT INFORMATION C3NaOab LOCATION/SITE ADDRESS: 25'03 ort4vZ" DETAILED DESCRIPTION OF PROJECT REVISIONS: 2l`li /s/ Dni S/fows No IZ U —/ T 2EQ✓/2 E..��sl"T f'—opt_ /� E- G ✓!/L EM E J S. Zx AJG4+J Nll D2r✓�.✓ a4'6c+S� CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: ST. LUCIE CO CERT. #: 6_ 4. QUALIFIERS NAME: ,Yaa-7-z>nJ ADDRESS: _iY�o cvurc2 l0*Vlltsoey 412-/yE- CITY: PHONE (DAYTIME):. 32/— STATE. ZIP: 32907 73 — 797Z FAX: OWNER/BUILDER INFORMATION: NAME: CITY: PHONE(DA STATE: ARCHITECT/ENGINEER INFORMATION: NAME: 4..4 ADDRESS: Z/SY //wy iq/y CITY: i vd rAnl Hfh2% O �2 Mw-/ STATE: y PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 ZIP: FAX: ZIP: T2y37 FAX: RE VISI File ®py October 12th, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, FI.34982 (772)462-2172 Express Homes Creekside Lot # 14 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, 1"& Michael C. Aridergon, Architect Florida_ ArchitE�ct#AR173O5 File CCr N' 2194 Hwy Al A • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 AA0003325 www.abdesigngroup.com Moo alg RFcFrvea nrT�8zp11 ",,r, n �(c r County ehl' Reviewed for Code Compliance 91 Universal Engineering Sciences Product Approval Submittal Affidavit FL # or Miami- FLORIDA PRODUCT REVISION Glass Building Design Product Design Dade APPROVAL EXPIRATION DATE Product Model # Manufacturer Description Method of Attachment 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 13/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry / concrete use F1_15353.2 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) J (-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 a1 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) J (-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 R5 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 g (Alt) Series 420 MI Window and Doors Non Impact P masonry / � P g / " :into mason J concrete use 3 16 tapcons with sufficient length to achive a 1 1 4 +33 ) ( ) / (-41 (+48.2) / {-48.21, 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 b" 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 16.2x7 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) (+34A) / (-38.3) OD washers with a l 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 FL14170J R14 12/31/2023 Double Garage Door Alt g (Alt) Series 8177, Overhead N/A jamb and bracket location. 2 3/4" min edge distance. / g (+29) J (-35) (+34.4) / (-38.3) -185, 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 cuttina into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring FL15216A 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 F1_34546.1 R1 12/31/2024 Underlayment (Alt) Shield Granulated Owens Coming N/A Self adhesive FL27076.16 Rl 3/28/2023 Underlayment (Alt) Weather Armor SB-1 APOC N/A Self adhesive . Install permanufacturers recommended requirements. FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A N/A N/A Install per manufacturers recommended requirements. FL19567.2 R2 9J21/2026 Off Ridge Vent (Alt) MMI MILLINUM METALS N/A N/A N/A FL15272.1 R5 12/31/2023 Soffit 2T Soffit Aluminum Alside N/A install 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) / (-3$.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) FL37824.1 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 NJA (+31.6) / (-38.8) (+80) / 00) Hurricane Panels Less than Hurricane Storm panel 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4' in FL16293.1 R3 12/31/2021 6' 24 GAGE N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max, spacing. Can be N/A (+47) / (-53) span MFG headed screw or all thread but with wing nuts. Hurricane Panels 6' span or Hurricane Storm panel 1/4" x20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 24 GAGE 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 RS 6/27/2021 Zip System Sheathing Wall Sheathing Huber N/A Install per manufacturers recommended requirements. N/A N/A 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH. 3218023591 www.abdesigngroup.com AA #: 0003325 F W U � o 4 4 U LU 4 Q � 2ENI zQ N V. �i A Nay � aU8DIV. as LOB CREEKSIDE PHASE 2 LOT # 14 PROd81 T# 04321.200 014R1 MODEL: EXPRESS SHINGLE GARAGE SWUM PAGE: 60 MPH EXP. C ARCHITECT STATE OF FLORIDA OCT 1 4 2021 C.A! 08/19/21 SCAM: 1/4"=1'-O" 1 kl V.: KIN: CILLl RtOONLD 3 23/$2° ITEM NO.: PART NUMBER DESCRIPTION MANUFACTURER MATENAL REr oEscl sfr ou ca-E +�� fifiFFtT Id PNA AI IIA1tNl169 NC AI iIIMi1M A+n5-N'a4'i td;:IL3 7 1.- 5 "!� ,e1_;: C;,'t ;i .Cl' :L FCKAN\EL ALPHA ALUMNUAR INC ALUMUM 310541122 I S IJ C WHNtL AILHHA ALUM NUM INC ALLUM M 3109H4 rH„ t Y 6 ALUMINUM SOFFIT- SOLID AND VENTED r -/ ',�1 SlflS.i-lk�d AL 1,'4i4WUMWwP121W1CK VENTED V€PSA7N vzmTFcY AREA. 20231A14.= KSAR FOOT NO -ES: HE N.."•_UL:I SHOWN. I-ERENN IS L 4Jta•1EU ItND F.1d'.. -Pc�IUREU is CCN;'-Lv W I,H =. OUWEMLINIE '.:F -1_ h_Jt:L:A BLJII_01'd'a 03UL. WfY< D FRAMINi A%r vASATNPY 1=-NINJG _0 PE ESICNE; AND AKNOREC TO FRO'SPL, F'A\:slh All -A'}'i () t KL1(: UPI, 1-''IAII•it A;, MASKRY U;+NINt: IS IHh %ZESf"JNS E LITY or T A YC.I 117c- OR ENG NE R OF RECORC. 3. ALLO%ABLE STRESS INCR „S- OF 1/3 WAS PrT S-D. IN -HE CESICN OF THE PRODUCT SHCA'14 I-EREIN, 'RIND _0A'1 DURATION FAC^OP, C3 1:6 WAS USED =0P WOCD ,ANC-39 ::Al CUI Al E\S 4, -Pe,MC Lea CRI4L COLS ROL_ED FURcA A_i.11AWUW 3105 I128. 5. =0R ANCHOR NrL INTO 'n`oOD FP.AMItIC OR 2X BUCK L'SE r 3/4" TRIM Pf4NTM STAIN-ESS 5T=EL NAILS'VITIH tf HEAD. GAM=r=R, CP_,Wh OF ./p"k3/F' STAPLES. REFER -O DETA 5 A. B , AND E 7OR MINIVLM EMK k NT AND q ACINC. G. -OR AN010-I^:G ItJT:: MA.-;t3NRr,';;.,',`,,-E WIT C-T :7L..,... ,:SC .0_7"X5,16" T OR 3%_J "yAIIS . r.PJII-II)SF " . I OR IqNltIPA F';k1F N NT ENOF-ACINC- =TF `sAll =F=F-i iFTAI (' 7C)7 li 7. ALL FA5TC'+C.S -G GEI J C?,t101.1 RCaf-=TANT. 8.. NSTALST."_'N ANCHORS -IALL. a= INS -LED IN A,^CORDAN:"7 YvIT- ANCHOR 8AAN1I-Ar1.1 R-.WF INS A:IIA. ON INS P,K' I+:"+5 ^ *R'HORF S-:d1 ItCI R IJF, 11 \ -=VRSTRATFS WTH STPFN(:T I=5 THA•J T-F M` MilM e-PFP.C7H P=') RF C}Wr. A, `A )OD - MIN MUM SPE IG GRA I e 'C ,k C 42 B, 3p4cRFT_ - VINIML!M C`Ar idCJ51 _ STREN3T CF 3,I9e it SIL MASO`d:Y - S RENGTII 4.ONF'CikANCE TO Aa k C-S', GRADE N, 1 '.'.R GREATER). DESAt;NPAFSS11R::RATAVC 4VPAC;T,$i1T,`ir'G ORSIGNPFIFMiRFRA`nfV(4 AdPACTRATIAK+ DE.SIGNPRFSSU.RFAA7T'NG f.-JPACTPATW4, +54:2PSF AAL W& t38.4PSF' r _Tei t31.1PSF Kx ,VL WW..�i#WALEa 004201ACRr#N3 WHENP4TAUEOWWOWEIWANti W'NEN iN9TALLE.7 M'da'OVEh'Ii.4N@ IE_.1 F CHANIYEL` 3+C5•H2EALUM,fNUM.0f2' rHIC C Ll It 43) J CHANNEL 9105-H26ALIIMtAVM.CIY THIOX -WAMh RIJI CIN_ =Y OTHERr -A?_F CF CONTENTS SHE- N'(;. DE'J;:_tI4HUN PROFILE'- _ND NOTE; 1? INS ALLATIOV DE -A LS AND C: IG pol\ 7111E ?` IST A BRACE THIS c 'AFT OF POC)F TRIJC:- F,'y"T=V! S- SEE A " AND C v14=111 4 12" 0VFRHANG INSTALLATION DETAIL i SEE DETA C SH€Ei 4 h4AtdF Holl I1INf; B� cr-=Rs -ills IS :'.CI- A. nfwc -HIS IS f AP.T OF RO::= -P.USS c ETFV , 1 SE= DETAILS SF- - R, B RP1i: G F 1, 0 SHE=1 SHF-I 16' OYUHA7iG i6" OVERHANG INSTALLATION DETAIL Al PHA AI UM NUM INIC, 1710 PREMIER ROW OR] ANDO, I I 37809 16" AIUMINUM S}MI11 'ROFLES AND NO'=5 PA%'M V.L. 4$-C2198 "sue NTS 'dz i;8/05/13 1 :;oF 4 L Rc35P7CaLOWS F.E. `AV 59VODPaRV R.r. LEA"SVXLE. x'L: ,!: tw3 G.t�-eft-i:3(ki .Ik,+aw`�1n..;,aYaa arm r SIGNED N,4N 1k. (/- II E 1i411`- Las R. L WLS P.L- rL No.: $2514 RN C m ,, k_NISLJ VALS U &c 6 ANU JUAL 4. ;)3 r 11111201�i ILL, =P,AIAE 3=J-DING -_Y O-H-RS OFF .FTP.II S A. 5AND 0 SHEET 4 -HIS IS NOT A 921C_ -1115 15 Fi±T OF RLC- TRUSS aYSTEIA ] x Fl1RR t�G a RIP SFF i ice:+ll 4• SHEET 4 SE UETAI_ C SHEET 1 .r MAN :: s - ?= U4ERIIA.Nu 24" OVERHANG INSTALLATION DETAIL A_PH.A ALUMINUM INC. 111❑ HREVILN RUYV 0:_ANDO. =L 32279 16" ALUMINUW SOFFI- INS-ALLATION DI -A LS r.�axw mw; xn V.I NTS iuiF 011/05/13 fF-Fix CF a L f:4 H—OLOUA?P.E. JAM WOODFOA0 W _Rk15'P41.E, NC.270.71 434 559 150Si IN'aTss1�"'s�maeAu.a�^r SIGNED: 0912"021 ,4NtslIR fLfPp AT OWF �iy 91,141 ,4sti�� rf+i�I'ONA `tY-``NNti Luis R, Lomas P.C. FL No.t -32514 s h^L",Mh ZILRI DI Ir: B" OTHERS THIS IS CT 4 BRACE ]HIS IS AR I OF fUt.h IMUSa S'vSI-NI 1 , DETAILS - mDaNDc 51 C7 17" CPi=PHA\." 12' OVERHANG INSTALLATION DETAIL REI51^Ids RN nr"•.rRlFnnh parr dPPhY%T] C. RFOW11 W'TFC, F V A ,%Vjr f.FTAl C, i19+'7."iiT 11 f l - FRAME : iIILCIN^ FRhVh HUII ,IN: +^. _ R-7-HFR=, HY U HEK:2 1t ; a = 71115 IS NOT A, DPA== "ti.-� Tlll`, la ,T arc THIS IS FART OF ? THIS` K T ::F -..,.� F,,"... - -RkISc 'RY'eT=k - )�= TPI -;TF.. Ix F1 ;IN6 R -A 1 r.' S-ll J c e— - S = � _ &- - .F - - F ,F F •1• F A _ G?JL 'E �'--�"JLs DETAIL= � DETA -;S'�� '_ :JL E S IOC 4 A E AttD C 51117 A. J A\d C'. `. __ET 4 _F 4 51JCCr _E" D7AIL 0 " 2HAYt„ SHE=- 4 16" 0VERHANG INSTALLATION DETAIL _2" MAX O. r 24" 04=RHA:NO. 24" OVERHANG INSTALLA770N DETAIL 1/4- MIN tAL_UMENI / i.'4' TRIM PAINTED SS KAIL W,'5/16-EAD :IAA'-EP IfxfttlF, "I,"MAX f1.:: MIN Eu3_ UI'.i AN::_ DETAIL A +M'L70D FAAMINCI PVSTALLAT!,W NV F CkANI+i€L AND NAU_S j/4`Xl "4" CRONdN S-AE'LES I € CAI-D 24' MANC-Ci:C:. IN DAMOND PATT€Rt Y.L. Reviewed for Code Compliance Universal Engineering Sciences �i: NAIL W,lh/tN" H-A' f11561h f.-) PE77, PANG_ DETAIL, D M1Pn1AJC STRIFAJVTA1 f.ATkW 24-"sVS9 A0.Jr = ASCIA 'XI/ 4' C'ZMN STAPt 1- PF •1 WNI, MIN EPABEDIAE.,T 1 X t1R X. OCK 1-�3/4XI/4" CROWN STAi'LC l 1 >{� _OCAT= {I, .AT EACH r•.POO1_ 1 /4" FASCIA JP 1 :IJ4" Ti M RNNTED v:. :AIL ,3/6" 'AIN W/5/ IF" F=A'3 OIAMFTF; IW:I1 DISIANC:h _OCAT_D 24"' WAX O.C, 5I PAn1 DETAIL CMI3CDk=NT 1VCX7D 1FAAl1NG JASSTAU A7MIN .i.'`F" WN FASCIA " Fr(,F DIST;,tJn= <a .Cyr 1 '/''2' NAL MINIMUM ° I UN S UH NA L t' t O.C. S-UGGO FIN 331 - 1 sov rlwol�CrEr_ ` DETAIL C FSC1=LENTS _. 3f ,'THEF5 WSONAYCOWR`eTE rAr9rICM 4LLAT NG'F GFfA.NNf-! ANC+NAlLS AIEFER TO NOTE n FOR EM3tD*FVVT YYCJO'0 rPAWNG WSTA41.ATKW VA'f 00ANIN'EL AND $TA.WE$ ALPHA ALUM NUM INC. RDYO Oi ANDO, FL 32609 is, ALUMINUM SOFFIT INS-ALLATION DETAILS orRc rlc.. 08 p2198 08/05/ 13 sriE=' 2 uF 4 f ,+'t3RPPM OAWA4 F F ra.'r2 I'tt'XVrenrm nn l rw.,,wt t:F fN, p-,orf d'tL•!�.i.k5fp •IrvI,MS�f<PJI'Tflk'#IiF'If SIGNED: a9/23,"W_01 N,t111u1IAU •. 4,. EfENy .Us n' , IA OF e , C ✓r+if"nsl0 1�tGdC\",,Y uf _LfS R. Lcmas N.t, rL No.; 625L 1 REVSCAS Rr,` rr:rizpnru n.1T- A-"PIV C I RF%'nFn W-JI'S'n Ar B A+In C3.V it CP/170r.-I R.I, DETAIL G VIC100 FRAfJM1G 1NSTALLAT, .fV H47N.4. rNAAWI dE11vEE.`J I '3TAF'_Cv. DETAIL F .STAPLE D!AW WL1 FA TTEtiN ALPI IA ALUM NUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 IV A.LJMINUM SOFFIT INSTALLATION DETAILS 6YrG NG. 'ke. 08 02198 C 0&/O5/13 SnE7a 6F 4 L R085PM LO.VAS F.E. 'd37 1W."G )-nAni Rr,1 PATS X r F P.C. <."+d ulrf•GiAki nKfehe�pihMntx>-rrm FFK:F )I HIW.r. 3/4"X1114" CP,O1'IP: :s AF'L ':)R .5/ ,,X6/3" 31A.-'IF L4_ATCU .244" MAX. G.C. j_cIWN11c_ TO BE L_SH WITH FASCIA, FASCIA Tif CTI1C^5 SIGNED' 09!L13.20 I 1',y%� -No E AIo'ap''I r,F VOF y�ONAL,'V�vsN Lj's R. L3rres P.L. rL No,; 552511 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 ti W o � � Z Q V LU 111 J O z q � 0 Ell q Q 0 T ti Svsaiv ac LOT: CREEKSIDE PHASE 2 LOT # 14 PROJECT* 04321.200 014R1 MODEL• EXPRESS SHINGLE GARAGE ST#MG7•: PAGE: 60 MPH EXP. C ARCHITECT STATE OF FLORIDA OCT 1 4 2021 MICHAEL C. ANDERSON AR NO 17305 DRINT A 08/19/21 SCALE: 1/4"=1'-0" 8HEET o------------------------------------------------------------------------------------------_-_------- 11 PAS aAlk'.OLi'AHI.E1lfi,4t PRFSBAYE'XTOiIiLY�HCii$S PANtina�R -- sanx7 �r srah xa VAru�17RAYi low 'cam 196.6 , Sor1Y1x Roubla6(Alumirt4as)12'",wlfls +1fA.1 +135.3 9 Ss -won �'s`'� 367E'. =i3S3 ''`JGS Doubt¢5(Alur Ir.h12 wpk9 -+L6S.2 rt-t35.3 Solid-36780 Vcdtedd 3679' -177.0 -141.6 toll Tnpc4 (Alrmvn¢an312 kar's Solid-]5594 t169A +i3 .3 +96.8 Centcz veo! -%6P5 pill vmt -Wb 6 -lip 1 -135,3 -9 Iai7lr4(hiuminuet712,Stxples Solis-36691 !� _ +169,1 _ +:35.3 Cmtervwl 'fi695 F"aSlyr�t•3(69d 177.0 ! -a41.6 101.1 Quad 4 (AWmirvm)1a' halts Sol id- 3 6197Vmted 36798 126.8 -10?3 -72.5 Quad a {Numisuuj Ir. 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