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�z OFFICE USE ONLY: DATE FILED: _ REVISION FEE: PERMIT# 2/©fe- RECEIPT # RectiveD PLANNING & DEVELOPMENT SERVICES a 1011 BUILDING & CODE REGULATION DIVISION OCT 2 2300 VIRGINIA AVENUE Iran Department FORT PIERCE, FL 34982.5652 CopyPer St t'n `e County (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION c'a LOCATION/SITE Ory ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: �ffOWS NO /L.-E Cv✓/2 E.x P_.�T �-p�, _, Zs� ,1!'.Wi�GR iN.6 d-/btrs i� CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: Qa. vn J tyitlse N ADDRESS: CITY: e� STATE: i ZIP: 32 yO7 PHONE (DAYTIME): 73a 7572_ FAX: OWNER/BUILDER INFORMATION: NAME: _ ADDRESS CITY: ZJY=STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION NAME: �I, d Cs/G /J Gy? 0 crF' ADDRESS: 2/yy /t/A CITY: /,udmA H.9%L�yc/L Lfe�u/ STATE: f L ZIP: 3Zy?7 PHONE (DAYTIME): �2 / - F107 _ 35 q f FAX: SLCCC: 9123109 Revised 06130117 EVum "14"^ A R C H I T E C T S Design Group October 12th, 2021 Planning& Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, Fl. 34982 (772)462-2172 Express Homes Creekside Lot # 2 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. �6 OMPY poeopy File COPY Sincerely, Michas) t, Anderson, Architect Florida Architect #AR17305 2194 Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 www.abdesigngrotip.com i Reviewed for Code Compliance Universal Engineering Sciences RErspiso OCZ 2 81011 Per Sttt"91D COU Vept b X py 1�0 C'P COP37 i use File Copy Product Approval Submittal Affidavit FL # or Miami- FLORIDA PRODUCT 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 achivea 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 SlidingGlass Door (Alt) Series MI Window and Doors Non Impact into mason / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" masonry P g (+33) / (-41 ) (+48.2) J(-48.2) Aluminum SGD S 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 16.2x7 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) (+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 12/31/2023 Double Garage Door Alt g (Alt) Series 5, 177, Overhead N/A / jamb and bracket location. 2 3/4" min edge distance. (+29) / (-35) (+34.4) / (-3$.3) -185, 180-1$5, 1$7 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 RI 12/31/2024 Roof IKO SH INGLES 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 shinpie 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 RI 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 8j16j2021 Off Ridge Vent 770D Lornanaco N/A N/A N/A Install per manufacturers recommended requirements. FL19567.2 R2 9/21/2026 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 12/31/2Q24 Soffit (Ali) PtyGem N/A IR f 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) FL37824.1 R1 12/31/2023 Soffit (Alt) Aluminum Soffit Variform N/A (+31.6) / (-38.8) (+106.8)1(-141.6) Install per manufacturers recommended requirements. FL12194.2 R11 6/19J2025 Soffit (Alt) T4 Soffit Aluminum Coils N/A (+31.6) / (-3$.8) (+80) / (-90) 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 / mason 2 1/2" min. edge distance, 12" o/c max. spacing. Can be N/A span MFG. headed screw or all thread but with wing nuts. Hurricane Panels 6'span or Hurricane Storm panel 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in FL16293A R3 12/31/2021 24 GAGE N/A / concrete mason 2 1 2" min. edge distance 12" o c max. spacing. Can be / masonry, / g / P �- N A / (+45) / (-50) more MFG. headed screw or all thread but with wing nuts. FL17147.1 IRS 6/27/2021 Zip System Sheathing Wall Sheathing Huber N/A Install per manufacturers recommended requirements. N/A N/A 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 h N co a c5 U Z q f„ u o � d) O Q � 0 q q 0 m 0 F ti i s- SLTSDIV. al: LOT: CREEKSIDE PHASE 2 LOT # 2 PROJECT* 04321.200 002R1 MODEL: EXPRESS SHINGLE GARAGE SWING: PAGE: 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA OCT 14 2021 MICHAB- C. ANDERSON AR NO 17305 PRINT DATE: 08/19/21 SCALE: 1/4"=1'-0" SHEET P'AI a `/H,. klh^NiM1:- REx' GESCF kTr GH cYE A'PPTI=D NO -ES: HE SHO'V, I-EHER3' IS C-_',W JLL RND PJA'..-A\-IUHEO C C.OVA=LI %' IH -�LOUIHWAENI� '.:h iu h_:}h'.l:A HUILL:i`d; CUUE. 2 OKW)D FRALIING A10 rmENING -0 HE "_SIGNET AND ANCHOREC To ("R.71==_aLY PA\:-;hh= Al I DAIS C' S KU(: URr, h>_*AW A�, :; NA:iUNNY ()3h NINt IS IHh ft[SPONE E LIT( or T - A?GI IIT-C- OR CNG NE--R Cr Pcwpc, 3. ALLO%A9LE STFESS. INCR�:AS_= OF 1/ 3 WAS NCT .._ED IN -HE CESICN OF THE PRODUCT _HC'A+TJ FE<EIN.. ''MND _OA: DURATION FAC-OR C9=1.6 trl9.E USED -OR WOCD 4L.. -RAMC NA EPIAL: COLD POL-ED rDRM A_rit,sl*wv 5io5 1128. 5. 7OR ANCHOR^+C INTO IWOOO FRAMINC OR 2X BUCK -CE 1 3/4" TRIM PANvTEt) STAIN-ESS gTEEL NAILS WITH 11r' HEAL) DAM--rm, 3, L X !- :;RLgVM OR 5TAPLE5. <EFEre -C DETA v A. if, AND E =OR MINIVkJol E` BErNENT AND S=ACING, Or ,r �:.T raJ f" T_ USE 0S?-R5/'G- T :DR STJL \HI S. -014. AIN HCRIN- INI.) #fA-SiryFiRj/,: ('r-`.r;R- I I NII H SI.J.rX' 1Jfir 1 ('R. TI..F "All ; =i-F=P _-, ','ir-T-1 C 77P LITNIVIOLT FVRFf7P7N'T ANT) F=AONC. T- ALL rA:;TC C `a -0 DE t Q .405101,1 PE515Tr`NT S. t STAL_�%TOW hNCHORS `iiALL '3_ IW ..-LED IN A.,4'CR'7A^JL:= OAT- !.NCHC}R 1 ;r. i f \ j AaFJII-ar.l..<-RS INS AIIA Nir! INS P.v.f. Inns +.+. .4rE[.H()F '✓ `^z lacTRATF- WTH F.TRFNI17 S 17V THAN T-F M': PA IM VRFNLTH S�-CIF=-) RF a1W 11 I - ID AND VENTED - ?& ALIJMINUA4S+7FFT SOt. -- A r• I - � A 1` - M' MUM fl RA -i I J U S E tO � I G 3 4_ r. - ^� � r r �f +CFLT - VINIk1i i4i CAI -'[� Iw •- it yr 3,19e..�. 3:''=" 11 57LT5 if2, ALL4WMIUM.C72'iRn;:'K1. _,TRCV�T .rl, JFL'TE.^Y'-PSh71YV'M-'CraRFgpp25L\YtWEARFOOT �. bf.,3JV;h - SkCF.C.TII �.4.'i+'rG.kAr.GC TOa N G-':;:, LRALIC'J, =-'1 (L... GRCAT[rt). �. t taE.iCNPIR� ,'q'.1RPR"ATwi lAdPiICT,g nr r,, hESlGNPR€S5i1RIERATrNA ldiPff.7RATNM SYGN?RF_,SSLI.FFA.ATfNi: impACTRArm t54.?PSF nvut ±38,4PSF rcUN1 I ±31.1PSF vcvt WMEN 00,177ALLED Mo 4Z'0MEWAAa IA'NEN WTACLEO iN7r7"ERP tO W'HIEN lWA49PN'e4"OVEWN0 f r % F CHANNEL SWC H26ALUM'TyUM.0121THICK J CHANNEL 3105•H28 AL GIMINIJfi.012° TH.6^.JC -RAMh RIX rING Y OTHERS -Ae-E CF CONTENT`'• )iHE_ NU. UEa..tl�lli?tl PROFILES AND "; ITES 2 IN ALLATI-0J 'E-A LS AND COT"11'Cr TI115 5 �,dT A ORACC THIS e "^AkT OF ROOF TRIIS.� SY7714 �. r �\ .EE ;E-,NLS L�___ aH-_El 4 12" CIv�IHA�;; - 12"OVER14ANG INSTAL.LATON DETAIL. h'iAl* 140II DI►N: -Ills Is No' A 31s.AGE -HIS IS PART OF RC -RUSE c1lf"FY SEE i SE_ '✓ UETA _ C DETAILS SF- - iHtE1 1 .._ 10 H ANU nC SH}VII ` 16' 0v'ERHA`;L W OVERHANG WSTALLATION DETAIL AI PHA AI UM NUM IV. 1710 PREMIER ROW ORI ANDO, P I 57809 16" AI--.JMINUM SUI rW °RCFLES AND NO-75 rJa H DYE rat. V.L. OIS-02148 ^:LG NTS .':2/05/13 ;IIET1 LJF 4 L ROSEPTO LOW&RE. B1Y.,OLFJRCRG IEW.$WLE. N'G.&C,83 SIGNED 09rrvT vI q c 6 •�T= 7►TAT� C 'firspOM *' e -,N Li R. Larncs P..E- rL No.: $2514 'rt:[ses P. �l D6=PoPTICid tlnTE 1.�P;Wm N wISLl 1JULS b & b AI4U XIAL C.. a5/1i/2021 12.LL -P.A`.JE 3J _DING _Y O-H-RS `HIs IS NOT A SIvN:❑ -Illy 15 FAfF Or -r-C- TRUSS SYSTLtif EXTERIOR0 '- x FURR NIC - 3FF 7) v\ S-Rlp GFF -•f I:FT+l11-S i-'\ i7: Jl A, B AND CSHEET 4 SHEET 4 v �,E. LETAI_ C SHEET - 24" 13Y[1-IIANG - 24" OVERHM0 INSTALLATION DETAIL A -PHA ALUMINJM INC. 1 11 LI NREMItR R04V C4_ANDQ, =L 328+79 15- ALUMINUM SOFFI- INS-ALLATION DC -A LS r. w"4 .I=. H11 V.I t NTS tutr 08/05/r13 `+-K13 OF A L RO6EPTO L W43 P E, 7432.1V17OOFORO 1qDiE11175V?LLE. NC 270-13 434 669 11809 (.Anaswr�R*am, ITEM.N0.1 PART NUMBERI VESCFJPTtLWI MANUFACTURER MATERIAL SOFF7 AI PHA Af I IM NT lk9 INC AI I IM�NIIM 31t15-I-1?11 ? F CHANkEL ALPHA ALUKNUM INC ALUMINUM 3105.WE 3 J(:HRPSJtL A.LeHA A.LUMAUk91NC ALUk1:NUk^. 31Ub WE 8" OTHER -- THIS IS \CT A BRACE IHIS 15 =,RI OF -+ -7IHOS'S s'+st-M h itAY1- H1fll 31Dd3 EY 0 HLKa I THIS IS NOT A% ORA -_ THIS IS FAP,T OF .`tis......j RO, = -RUSS SY�T=N 1 SFr a SF F ��. i - GEf.'11LS UcT14L E "" = rJLS DET+\IL = A. D AND C S1CC 4 A, G AND SII17 Sl C_T L - -LT 4 17" C7v=RHA\r. lE" 12"OVERHANG INSTALLATION DETAIL 18"OVERHANG INSTALLATION DETAIL 1/4' MIN EMt3_DUENI 1 I ,✓4" TRIM PAI`JTE) SS r=AIL W/5/ 1G` -EAD ;IAA'= ER rE" MIN Eli:;_ DIS At,-_ DETAIL. A �8 ) WOOD FA A?&V+9 W9TAILL4RW lit'F Cl AND NAILS 3 /4"#1 / 4 ` CROV411 57-APLE5 Ik,,41-n 24" MAX: f;'.C.. IN -)AMOND PATTER\ R)RRIAIC 8TPIP 1A'STAI..1 ATKW c4"pVERHAAIG Reviewed for Cafe Cornphance Universal Engineering Sciences FN GF^,['RIP7RiH nar ",Pww,, �. RF.V4FO N.^.TFS F ,fi 8 AVr UTAI C g9,r°'Tj 7Gat R.I FRAME 31. IILL`.INO R" O-HFR.? THIS IS 1.6T .A DRAG, I THIS IS 'AFT OF I 3n0= TPIIcS S"STFM I K 17<- LNG SFr DETA _S -,"JL E A6 D ATG C �v S -ET A Sf IEET e =E D_rQL L1 SHE=- 4 24' C"v_RHA.NQ 24"OVERHANG INSTALLATION DETAIL ALPHA ALUM NUN INC- 11n0 '.&MILk kDw 03_ANDO, FL 3280E 16" ALUMINUM SOFFIT INS -RELATION DETAILS Dm t Dwc W V.L. 08 02193 SdLE NTS A"'E 08/05/13 S'ET2 ,a 4. r .87RFPT_11tWA1;FF T.0.TT YK7 f1F(?.nl7 ir+FN^..SVA/�. hM%>•T(7F,'i au ,nn•uwrs �+nax"a re+r 4' I,M P'AINI_D !SS NAIL /S/ Ir` I ---A nIAUF hs ) PC i PANE_ ) Pl- z a'v* MIN ENIBEG'ME J 1X 4:R ?X OCK' aid 3,14 k1 %4' ..POwN STAPLC OCAT. (11' AT EACH GPWi-_ 1/4` FASCIA JP 1 3/4' T=M PAINT=D S5 NAIL .1/ £" 'AIN W/5111F" 1-=P'7 F)WIFTFv P I)Gh DISIANCh _OCAT_D 24" M,A% O.C. 5,/$" MIN DETAIL E CME3CCik-MT VlK7fSD FRAAIi,VC- fN.STAL14T M A/F" MIN r-ASGASIOF SIGNED:09123/2021 y/FTGF DLST4NC:= `Ny1N4M1lIPllf// ,,� _ w "al T r e ti y «'�GEIY,g' yip%„ ,09` I ';rz" NAIL _ e „' Ate, att44- •`� I f• \ \_. i •A`,." `0R1U• �,e4ti Si Tl IEr':, ; , �. ,r^� c 'a 2r�.'ONC ET= DETAIL 0f7iQMk \N HMnYA: MA.'SC AV1CVWC.RFTE WSTALLArom state PIG' F C.HAVNIEL ANO NAP. 5 NTs Luis R. Lomas P.C. REFer TO hCTE 6FO,tl Efis9EDX"7 FL No.! S251a WOODFRAjVWC W6iA41A.TK1Nf W F U+'ANIVEL AND STAP,;E C SIGNED: 09/23,"2021 1S1141T1IdLtn4r. �� Fes: _Lin R. Lomas P.L, rL Na., 62511 tiEJ5G45 Rry rr=CRPTWW raT A�PR7J-? C RFI,'iFD NnTFS F L F`i .AtiFI r7r.41 t: C4/1-, ('..:, s.l.. DETAIL G VICM FRAI WM LVSTALLAT,CW W 7l i-CHANNFI 3/ 8- BEIWELN STAPL-S 3/8' 3z-fa-E% STAP _E-, DETAIL F STAPLE VbAVOW PATTERN ALPI IA ALUM NUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 IV ALUM114l N SOFFIT INSTALLATION DETAILS D71c N6. 08 02198 r 08/05/13 sm7- 4 OF 4 L ROS.JRM4OU46 RE, 'd *W10(Y2.'- ) RI: fF147Gw i s M1T:776n? Cn"A•56fi•C.tYLo HvA1iaLB/rtl¢:�(vvtt C Frif,F 71Hh NS 5/4"X I /4' CROWPi 0-ATED 24" MAV G.C. -ICII *�t•`C TO BE =L_SH WITH FASCIA FASCIA. IS'f CTIICrS SIGNED: I7L1rLw2Cf21 ��ti151RiffL1)/ fJ�r :may •4tiC E N's'�.9u' FI �5 Lu-s R. Larr:cs P.L. rL No.: 62514 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.a bdesigngrou p.com AA #: 0003325 h W UJI U l� W Q � 1- �- U p 2 d) Q UO a � � q e n � q 0 � 0 2 uli OUBDIV. aE LOT: CREEKSIDE PHASE 2 LOT # 2 PROJECT# 04321.200 002R1 MODEL: EXPRESS SHINGLE GARAGE STFMG: PJU 3E: 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA n OCT 14 2921 MICHAEL C. ANDERSON AR NO 17305 np� 08/19/21 SCALE: 1/4"=1'-0" :Alift-AKE DESIGN WFND PR&SSTRESINPW -- - SEC SPAN'1'A1tt ilt VAMFORM RAVE ArMIlIN rrcHIS l6" 120 ten Soren m E DoubtaS(N den}12",WIN +19.1 +135:3 +96.4 , W vd-35781 1691 -i3si .96:k +WN6 I)auak5viumiaem)IF.smpks +1(9.1 -1.135,2 sa13d-367$0 Vcntod-367$' -177.0 .141.6 .101.1 ?1ip�c4 (Alsmdeuin}I2`,I'16i3s Sotid•3669a +169.1 t13 . +96.6 Cases vent-56695 Pi.414Frnt_36s546 -169.1 -135.A VAC4(AiuuliRsO1z;Siaplcs Solkz-3604 +169.1 +135.3 +466 CamcrVms-5605 Au1lvC&-3E696 -177A -141.6 41di1.5 =1QI.1 Quad 4W=iteal)161'.11a1It +ia6.$ +72.5 Solid•-36191 Vmkd- 36798 -126.8 -1015 -7Z5 QuW T (Atamiwun)16" Sinpirs +176.9 +101.5 +72.5 30W-36797 Vesxal-36798 -132.8 -1062 �•° Oma6uiltDauhAS(t.Wmimw}12;lYaga +lga.5 +IOG.B +76.3 Salid-16782 Vemad-36783 -133.5 106.$ 763 DumbuWDnslbla 6 (A:umioum)12". Staples +133.5 + +76.3 &slid- 36722 Vemed- 36M .1171) 241.61 •101.1 Wm*M*rdpk4 (Ahsmhalm)1r,W1s +133.5 k1i16.6 t76.3 Saint- VAB? 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