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INSPECTION W/ ENG INFO (2) PREPARED 5/09/18, 14 :06:08 INSPECTION TICKET PAGE 30 Harnett County INSPECTOR: IVR DATE 5/10/18 ADDRESS . : 160 FALLS CREEK DR SUBDIV: ACC ANDERSON CRK CROSSING 78LT CONTRACTOR : H & H CONSTRUCTORS INC PHONE : (910) 486-4864 OWNER . . : H & H CONSTRUCTORS INC PHONE : PARCEL . . : 01-0535-24- -0100- -70- APPL NUMBER: 17-50042853 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T/S: 11/30/2017 04 :22 PM JBROCK ---- ANDERSON CREEK CLUB #145 - ON FALLS CREEK DR STRUCTURE: 000 000 41162 4BDR 2.5BATH SLAB W/ GARAGE FLOOD ZONE - FLOOD ZONE X # BATHS 2.5 # BEDROOMS - 4000000.00 PROPOSED USE ' SFD SEPTIC - EXISTING' ' SEWER WATER SUPPLY ' COUNTY PERMIT: CPSF 00 CP * SPD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS A814 01 1/18/18 SB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 003076700 1/19/18 AP 160 FALLS CREEK DR SPRING LAKE 28390 T/S: 01/19/2018 12:37 PM SBENNETT B101 01 1/18/18 JH R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 003076692 1/19/18 AP T/S: 01/16/2018 10:12 AM BPETRICH T/S: 01/16/2018 03:13 PM LLUCAS NO T-POLE 8103 01 2/02/18 JH R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 003084225 2/02/18 AP T/S: 02/01/2018 09:47 AM LLUCAS T-POLE PASSED B101 02 3/22/18 JH R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 003104551 3/22/18 AP T/S: 03/21/2018 11:46 AM JBROCK footing needed to add ext covered porch P309 01 3/28/18 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU #: 003107380 3/28/18 AP T/S: 03/27/2018 01:53 PM JBROCK 8103 02 3/29/18 JH R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 003107968 3/29/18 AP T/S: 03/28/2018 12:29 PM LLUCAS NEEDS ANOTHER 8111 01 4/03/18 JH R*BLDG SLAB INSP/TEMP SVC POLE TIME: 17:00 VRU #: 003109097 4/03/18 AP T/S: 04/02/2018 09:30 AM LLUCAS B104 01 5/07/18 JB R*FOUND & SETBACK VERIF SURVEY TIME: 17:00 VRU #: 003124690 5/07/18 AP T/S: 05/07/2018 02:58 PM JBROCK R425 01 �1/0f/18� kit/ FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 003125291 'U_ _I(/)_-/�_[_'I/-kV{/[ T/S: 05/08/2018 03:59 PM JBROCK COMMENTS AND NOTES 1 Ilk ENGINEERING BY N A MITek Affiliate Trenco 818 Soundside Rd Edenton, NC 27932 Re: 1319487 H&H-NC/Biltmore/145/AndersonCreekCrossi The truss drawing(s)referenced below have been prepared by Truss Engineering Co. under my direct supervision based on the parameters provided by Builders FirstSource(Albemlarle,NC). Pages or sheets covered by this seal: E11490212 thru E11490212 My license renewal date for the state of North Carolina is December 31,2018. North Carolina COA:C-0844 ,.111111,, Ss OZicO'. ....... ..• : �.Q..0 /l%y ;9 • SEAL 't: 16673 Y` co 4. February 23,2018 Strzyzewski,Marvin IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPR-1, Chapter 2. f /Job Truss Truss Type ON Ply HaH4CreirtrnassoonciersonCreelGrossl E14.50]txl It]191H1 p5/ Carman I t rie Reference Motional) Builds Fl(Surm, NNneM,NC ZYA1 7640s ANN 2017 suelndusine,Inc. el Fe91607:382010 Pace1 IDh9G]FShkwdXsXwp51OSNOzIM2- , JJTPMcdxFiieRM7s2s7a5UO801sexmadziDRZ 5-1-3 ) 12-10-4 2063 28-3-0 T1 61-3 6--1 7-7-15 7-1-13 Glue 5x5= Scale 116•=1' 3 REPAIR'.TRUSS MEMBERIS)BROKEN. 64 (721)MID PANEL r \I 4x5 G 3x0 MT2OHS O. 60 1f 2 ,4 q 5 3x4 II di IB: 57 125x8= 19 20 11 p4 10 9 20 II 2x4- 6 21 21 3x5= 3xa= 5x7= se II 2x4 II / APPLY2 X 4 X 4'SPFIFISP 6/02 SCANTS)TO EACH FACE OF TRUSS CENTERED ON DAMAGE/SPLICE.ATTACH WITH(0131"%31 NAILS PER THE FOLLOWING NAIL SCHEDULE:2x SS-1 ROW,2xO'S-2 ROWS.2x BS AND LARGER-3 RONG'. SPACED W 4'0.C.STAGGER NNL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2'0C SPACING IN THE TRUSS. USE 7 MEMBER END DISTANCE. I _ 9-7-1._ tstw 10-10-9_ _ } 2630 _{ 9-7-1 __ aa4 __.50A _ 9,1-7Plate Ogsets(XYl- 16- -a 0.3o-341 - - - - _ - LOADING(pat) SPACING- 2-0-0 CSI. DEFL. in (ao) WWI Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.28 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(TL) -0.4911-12 >685 240 MT2DHS 187/143 BCLL 0.0 • Rep Stress liner NO WB 0.47 Holz(TL) 0.04 6 Na Na BCDL 10.0 Code IRC2009/TP12007 (Matax-S) Wnd(LL) 0.11 8-18 >999 240 Weght:175 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-7.294 SP No.1 BOT CHORD Rigid ceiling direrily app ed. BOT CHORD 294 SP No.2*Except* WEBS I Row at nidpt 3-8,2-12,13-14 8-10:2x4 SP NO 1 WEBS 2x4 SP No.3*Except" 13-14:2x4 SP No.2 WEDGE Right 294 SP No.3 REACTIONS. (Ib/size) 12=1123/Mechanical,6=1177/0-5-8 Max Hon 12=405(LC 6) Max Uplif t2=292(LC 8),6=-360(LC 9) Max Grav 12=1156(LC 2),6=1185(LC 2) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=219/136,2-3=1189/530,3-4=-1404/687,45=1518/641,56=1617/520,6-7=0/29,1-12--222/157 BOT CHORD 12-19=-246/929,19-20=246/929,11-20=248929,10-11=455/831,9-10=-45/831,8-9=-45/831,8-21=267/1273, 21-22=-267/127 3,6-22=267/1273WEBS 11`lI, n Il m 4 s, 113-23=53/15,15-233 53/15,15-24'53115,14-24=-53115,5,9-15=90/14 3/775, 309/728,58 41/449,2-tY-11531%9, 1. x` O�,`N C(••', 4/x2 NOTES- (10) • •10•or I' rF. 7 > 1)Unbalanced roof live loads have been considered for this design. QQ' eill/ . l••• 2)Wind:ASCE 7-05;f OOmptl',TCOL=.Ops,,BCDL .0psf h=258;Cal.II;E9p C;endoaed;MWFRS(lox-rise)gable end zone and C-CC Extelior2)zone;end vertical tight expesed,C-C for members and forces&MWFRS for reins sham,Lumber 001.-=1 60 plate grip SEAL DOL=f sD - 16673 • 3)This truss has been designed M combinations,load nbinans,which include cases with reductions for nwlhple concurrent live loads. 4)All plates are MT20 plates unless otherwise indicated. t • 7 y` S)This truss has been designed fora 100 psf bottom chord live load ncncencurrent with any other live loads. 9 .1 CO 6)'This truss has been designed for a live bad of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0widewill >%9L F'1'GItJEEQ:S( fit between the bottom chord and any other members,with BCDL=10.0psf ; '4, v cx 111, 4 STBt n1nl0l to LOAD CASE(S) Standard February 23,2018 CmWUM on nee QwAeaxo-very&Signw1M Mflelt and orsaoxa76as naeµvrein paaovrat asson . Design system.uwrnuearebuooadeMwi.Trevw a ev,ceyrofdeunmrMmrina reverfore mows= is BCDL tem.Ware f =Mln.m'erell dal edrdfor AIab4 and to Wgml comps. d ,m gaNaseuwanwaeryentlae ay dbnay.AMomKbdnceryneing se enldMp aMHr:rr Alnlizl.. faraday car.eroseero attend trmlaienman.MnMw,n s.lee awANSITN. For P•rnnlra.MOS.regarding is illy inomiedon sone.ewe* POT trus Raergaewe0 wwsseeelenn. 31 wlavi]11.rb.MOS.end 6uleallmnoe.rriP=r.n ala 2932a BellylMomutlen mWMb POT Tnu Rh lnitirAe,218 N.Lx street ]17,PbxWna,VA 2236/. bb Truss Truss Type Ory Ply IW14-rvvaimwnl8vawaxnCrtxlCmsl E11490212 11319487 .W Common 1 Job BuildersFle6wre,, NM11. NC 29:0I 7.640 Reference Builders 2017 Kin In utlna Inc.FB Feb 2316U7382018 Pepe] 10h9OTFSMwdXs%wp5ZASNOzkt2-0mpJJ1PModxFIieRYD]s291a811OIfOIseXW13dzDRZ 7)Refer to girdeds)for buss to truss connections. B)Provide mechanical connection(by others)of buss to bearing plate capable of withstanding 292 lb uplift at joint 12 and 360 lb uplift at 9)T6 his buss design requires Mata minimum of 7/18'structural wood sheathing be applied directly to the top chord and W gypsum sheetrook be applied directly to the bottom chord 10)This manufactured truss is deagned as an individual building component. The suitability and use of this component for any particular building is tle responsibility or the building designer per ANSI TPI 1 as referenced by the building sae. LOAD CASE(5) Standard 1)Dead 4:Roof Live(balanced):Lumber Imsease=1.15,Plate Increase-1.15 Uniform Loads(pt) Vert 1-3=60,37=80,12-18=20 1 WARPING uwlryeepr wetYaeMaa ma a deeaox 77SNtl uponearaeers shove.and paMBEMadualIS mingcom comment. USE a tunsysuprBeevryG,the building cobeill Is neaavry upon pr ulw enhminsuetladesnAlto1i metal auaspbm. &soVaLtlned la aelpnwmrEg Otte gaYasweb median FweroWSM only drmwheheIM1ary end iebenwent Ls aways�heeatiun as to Iprevepennmuw..w'awr ppomlw.wee'ijury endmedia�m.*y y damage For Motional mre weepees/ding�me em a.ono rex Aisiaie INMetim.Singe.ddNep.heathen and tlWry at Wms eN hers Systems.tee AN81/W911 Quality CNN.08ea9and BOA Building Component BIB Souxticle Read Satoh,MmMM m&ebhe from Truss Piste Inside,215 14 Lee%beet ante 312.Alexandria.VA 22314. Edenton,RC 27912 yZ _�/A/, 5 , i Nm (/lc / D y a9 N9 9 V/ - S S� rl — p m X 5 m r s ,� dRI , � V O % a N a II �� r 0500310132o m N O _ ill .W O Cr mg-' ma 2a2, a $ n o ti Team= 8_ r. 4 ma a fA �n2gw, R �cu 'Sejama O watt Ie gna an aa.3o0Z in� 9amo�' - maw a:Lag r0 ' gin mm a 'm . m 2a e, mare Z N . - . a . mC � O (p � n A_ Ona QN _O O 129,a- S2 $4a.^ ° n �.ci y lo = g, Q mg_ 4 _ o. 3g0Pmal - F o�'o do _.�=.S Q o �y � O a naa 5. 1Do33 am 5B boa . . 5 z m �� 'P �i .0.1 au. a0o Z a '. V P -^W So L5>aa y �*=.m � e 2 - pc" ,-6 � � migol o m u sm IS nN m O a _ iE a� , m =C %CO � a e o z Ea a , aa aa_ oda 44 o Sw m° Sim' 3 o a m c C z y OT 2 i A'a TOP CHORD MI Q 3 H m 0 30 MOE w n ro 0- j 0 m A m0 mZA rc-1 _. N g N NC AW w02.N C ym 2 1. d00 NN mJ ~ rz TO 01> ~Sm Nm m "? ,<031= on AN a0 rlO ym Nti m oH < m A F0 m m .. � 9 a m m 1°'e m Pn w .,yy 0 o N 3 (7 - es' m v s Nr - ® ON n.9 A rOANm yZ3 G m0F Ia -1 N o'JN '=m •• n_ r r y m A 3.�' V/ �' y N O Co0 0ffl -ID N t7 = in � o a -c m ma y O. -m a i s ei �gi 3 a m m © Nsi N 0 2550 m m -cn 0 mnz a `m 1<55 N m om TOP CHORD m w ; W u a 8 v o - m N m U s W - W D UC 11 C 3 2 0 ° S a - ^ 2 :C ti o sa'm o + z 3x� 0 m U. a 3a a �a a � Re �8 mm . s R :3' s -R.'= co !iii 'c' 3 c �: h Ig., . 3 Ai a$- a - a'q as Y.�a 1 s'; : ie aas i °' '01° m "aQa :4 it a a ai ii - Io ,- ei: MN . a == s 'a as h :s, oa mg an Q5 3as ! -' o a- 3 s'.a cg sa 3'� ao0 iz oa 3i T. a 95o a $ kilo g4 - m CD SmS o ni, :s 30'� i gi , 5 5a g 12 Er 8 3a $ggG 3a 5a 88 ax.- a ➢ m U ag$ a dg O 0 Co d-$ ' e8grg �g a' -a "s o - i n ay of F3 a :a.5 8 g. a$ •o [ 0 a gz., 2 a a ; x a 1a `a gal 4g 3E ag gas a q 5$ ail ga °' c O1 9 F 5 a v ^ e -3^ a e i6 :a g'c ii 9 de" 'Zw ¢o S a .37. a ay�s m a s a 12 s E2 !a lig a= qg 1oe a Is of ;iY 3 Co m cg Ia a f. 3 i� ma 3= is Qg- Ja.' 2a tlro a N 4 3,. ela 'a a .E a = 3 9 ^3 la as - a 3 g g a _-. ym m '* 2 .1 a; ;. s a a_ a g g as as SIO v K i'a -• a a13 am a 3 3SW g Z 0 M <D 0 ENGINEERINO A MiTek Affiliate Trenco 818 Soundside Rd Edenton,NC 27932 Re: 1319487R N&H-NC/Biltmore/145/AndersonCreekCrossi The truss drawing(s)referenced below have been prepared by Truss Engineering Co.under my direct supervision based on the parameters provided by Builders FirstSource(Albermarle,NC). Pages or sheets covered by this seal: El 1699462 thru E11699462 My license renewal date for the state of North Carolina is December 31,2018. North Carolina COA:C-0844 IIII,II, 0 ••FESS/6•• l' '1'1••:- - 1 SEAL = 036322 ti9�Ch'GINe.e>PA` April 24,2018 Gilbert,Eric IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. • Job Truss --- Trus Type - 'Oly Pry HBHNG&Rowe/145/AndersonCreekerosti E11899462 1319487R , 406 Roof Special 3 1 Job Reference Motional) Builders First Source, 8.210 s Feb 12 2018 MTee Inausbles,Inc. Mon Ayr 23 14:47-412018 Page I ID'.119G]FSnkx1%s%4499]ASNOzgn2-PyNOB000(2snMyICtlGVpBGnbPLSUIG1e5MwnNcoW I 7-2-0 1 13-74 21-1-14 1 20U0 I 7-2-0 654 7a10 7-10-2 REPAIR.TRUSS MEMBER(S)BROKEN. Scale=1-66.6 548 803- 5nt (}�3x8 M120H5 S. 414 4x6 A. • 5 2xm 8x8 o J II �] �� 3x5 apOlatlitia 6 1 \i�Gi/ bxB �/, ] e/N _ v4lil -jam / it al' SxB 10 20 21 9 Mq445 .1 _ 124x5 II 45/ 2nd 512 - 546 = BREAK 2'ee 5x5 II ATTACH 3/4'PLYWOOD OR 058 GUSSET(23A2'RATED SHEATHING 40124 EXP 1) I:: TO EACH FACE OF TRUSS WITH(0131'X 0.5'MIN)NAILS PER THE FOLLOWING NAIL SCHEDULE 2X3'S-2 ROWS.2 X 4'S•3 ROWS,2 X 6'S AND LARGER-4 ROWS SPACED®4"0 C. NAILS TO BE DRIVEN FROM BOTH FACES STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER USE 2'MEMBER ENO DISTANCE. 5.9.12_ _ 1 11.2-0 _-)- A698 1 _ 22$0 I _2894 I 5-9-12 - 5-4-4 5-7-8 - 610-8 e10 Plate Offsets(X VI- I1:Ed .0-1-14112:04-0,03-41170-2-50-2-OL 111.0430 Easel [12 0-1-14 Eduel LOADING (psf) SPACING- 2-0-0 CSI. MEL- in (le) (idea Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 115 TC 0.93 Vml(LL) -0.15 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 094 r Vea(fL) -042 8-9 >829 240 MT2OHS 167/143 BCLL 00 ' Rep Stress Inv YES WB 0.84 Hc2QL) 026 7 Na Na SCOL 100 Code IRC2009/TPI2007 Mate-AB Wnd(LL) 0.14 8-9 >999 240 Weight 181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direGty applied, except end vHffials. BOT CHORD 2x4 SP No.2 OCT CHORD Rigid ceiling directly applied WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-9 SLIDER Right 2x4 SP No 3 2-0-0 REACTIONS (1b/size) 12=1154/0-5-8,7=1154/0-58 Max Hort 12-433(LC 6) Max Uplift 12=-302(LC 83 7=316(LC 9) FORCES. (Ib)-Max.Camp./Max Ten -All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1900/554,2-3=-1186/564,3-5=1265/583,5-]=2807/810,1-12=1132/399 BOT CHORD 11-12=444/483,10-11=405/1401,9.10 8/803,B-9=448/1762,7-8=-566/2362 WEBS 2-11=15&661,2-10=-761/467,3.10=-205/375,3-9=251/514,5-9=-1149/538, 53=279/1473,1-11=-262/1365 NOTES- (10) 1)Unbalanced roof live loads have ben considered for this design. 2)Wand:ASCE 7-05,100mp;TCDLm3.0pst BCDL=6.Opsl;h=25ft Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;end vertical left and right exposed,C-C for members and forces 8 MWFRS for reactions shown,Lumber DOL=190 plate grip DOL=160 3)This truss has been designed for basic bad combinations,which Mdude cases with reductions fOr mumple concurrent live loads. 4)All plates are MT2O plate&unless°Mervnse indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent vitt any other live bads. 1 %i IIi II rr 6)'This miss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-60 fall by 2-0-0 wide %%%%% .(t{1CAR will 0t between the bottom chord and any other members,with BCDL=1gopst �` ])Bearing ab bearing 2 T mnaiden parallel to grain value using ArvslrtPl 1 angle to grain formula. Building designer should veray 5 caovidde of chant'surface. 8)Provide mechanical connection(by others)of h-usa to beanng plate capable of withstanding 30218/uplift at joint 12 and 31618/uplift Q . - Thisat joi mass designrequires Nalres thatamimpm of7nc&huduml woodabeathing beapplee directlycladar tothe top d and lrz'gypsum 7 = 9) SEAL — sheetrock be applied directly to the bottom chord _ 036322 — 10) This manufactured muss is designed as an individual building component The suitability and use of this component For any - • •particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code April 24,2018 ora,., Vat;s.1 ,A.re sm.READ NOTES A fleaMID 0aUfi D e( EMaea.2m_.10032015E.••0usa E NM EPPING Dr Noon who for use wry WN MTeIS mrnebn Tlv design is bests only upon parameters Nam and is for an MOSS NJM'q commove M rys en.Bice m.the AASg Metnne,mug verify the glrotiry N de4Nn parameters and properly hcorpo ale tins design Into the amNl seeding Sege Brach°indimine Ls to pined becalm el nahatual truss web Addruoria below; ror rap and to pmnl@apse NM prate Banana!Wray am Properly chord wt.. Fw genual For reywngand w rtipe 4M1^xA fit.rle - e fonesp Yuge,MFuy.emtinn eId dean Ntlussesend Wss system,leeNSCrews,IIQuality Cdt_ ,WON Be9aa BBuildingfanwonant SIB SpM nd& Road Sleety IMamraaee nausea from-Russ Wk IrNgne.218 N Lee sheet SUN 312,Alexandre VA 27314 Eanm.NC 27932 m0 m 5 v a 0 No Nc n 2> m 9 ( D m 5 • —-y SAA ( � \ X y �o I I 7,11 r mm��Z� T� \\�JCT N o 1, o cr 3yaamad. m ...a% V D m cz ' D Q UREs =°" a o gni o O N nmOom � m 3 � ' m n'o, o `0)8.93,12 Z m y' 3' wca T. 0 mmn'j 1a Scs - g3�a agn m� ia 0 _ 5.2. 0• r m03g „m aa It ni 2, x —o4m Z 55 c � m0nvim Sg 0 ° R2 # g_ mx y 8 gmm m 6 S r m °. 3wmam 0 s � 8 S R r3 O a ace a mo. a na 'm n= T m 0-...a 2a. m0 _ g Z 5 35 —0 a y m-ma-r58 ?h d a%% a3A ' 3 m5m mo m5mm2 s 9a, as IR2 a 2$' a' x S_ mg Sms c o .Ra� m 2. Qmam 32; m g S o 5 = - D e a Tg , z - BE 8g -4u = 48. dm 3 P a ° Sa iw .x m 2 ' = co � H mm 2. v z ysL TOP CHORD CD cx xp0 rn m g P m m z p m 0 m P m z m Z e m a0 5u, y2 m$ rmm 3mn No t�'o 0 02> 74-12 nwm m' z xm 7 ' ,Q ;Ina on zw ' O �O9 mm vo 7 mO m m x w 0 I, Cm co 9 a m 6 m �i yK',S m mm c O O <D 2 m Pa2, m2. mm a P ,,,P J O ® yN a �• dry^ V 8 m m m o' A N I N mu0 4 _.gyp— < /� 0 `= mO. NTym A 4eO S- -< mr y go o. < m 3 5. 00 = `off y : N a, —m 0 N a am 0 © 0 3( o d ;A: a o ;10 m m e m y air, `� ...: N m mz m m2. e m a 0 vi m ® a n v m o m TOP CHORD i'S ® 34 a3C 5 8° ' 2. 2 lip' $_3 Lar a &r :s :g :g g m s 'ta ?g ^386 8g m c O 4=iit % 9 'is a p3 ao s$ s IV a g- m®.l 51 gas 8 rig as -u aH 'o `" F 3^a a12 . = m5- a 2. . 1-1,„ :os 21 $ a 3R a€z a sa° saga xo o - am 8� a m k a -.a7. g 2f a 2 = a" a'? a4 -X s a $_ _ sq ms a3 mo CD ai`9 5s a ,a C V. 4 as s• ag og it 3e ag 3a *- a =a-it - 4A '- as 3oii d. @ E N 32 . gg V. a cs 9s sa S E a ;s sea of Ya: i ° . . 6 gels •a 2) 0 a da cat 8 - 33 _ $a a K. - gas r $ g.E( g 3s3 `$ is ;els 3 w c d g Pa : X ^ c3 a. '-8 as ° 3a :& m2. R dp 9 3a $.m giae S2 Ja a d3 88 a a a as as a?. as ia �K R 3a -g ° $m as � W in C) 3� wa a f@ a o -- R s- a'a 9a.- a av Ye $ $3 m M S SF 3m I I a i - . a o$_ �a a _ as $ 2 as S" V K a a a 33 y i 0 m I W