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HomeMy WebLinkAbout07100151 Building Plans1, 51 LTURAL AE4BCR5 ARE CALCULATE, ON ME DRAONGS AND SPELIRCATONS. SHOULD DEB I EX15T BETWEEN THE GENERAL. IOLUDPANC CRITERIA. NO PSF LIVE LOAD IN ALL LIUI$G AREAS A STRUCTURAL OR ARCHITECTURAL NOTES AND . 0. 10 PSF DEAD LOAD IN ALL HWNC AREAS THE ORAWNGS, THE STRICTEST PRONSUN SHAIL GOVYRN C, 25 PST LIVE. 15 PST BEAD LOADS ON CARERS 0. ROOF TRUSSES: 20 PSF LINE TOP CHORD 2. GDYERNING CCOE: 10 PAC DEAR TOP T.HGRG STRICTEST PROWSIGNS AS SET ADAM BY. 10 PSF LIVE BOTT04 CHORD 2005 INDIANA RESIDENTIAL CODE 5 Psi BEAD BOTTOM CHORE 2003 INTERNATIONAL RESDENTAL CODE 2 OMENSIONAL LUMBER 915TS REEF A DEPTH TO 1NUTN MABOWY RAIN EUL'AL TO G'T (NUMINALI SHALL HAVE BRIVCIN9 d® w NOK IN51XLLLD DLTWEEN Lcls Ts. (Le 2112 JOISTS Cl rALLER) O A2j9 l 3, ALL FOOTINGS TV EXTEND OELUW FRUIT LINE 31 MW L MASONRY ANEwR SHALL SEAITACHEED TO A. ANHO PIED DESIGN LOADS BASED UPON 90 MPH ;30 SECOND WSQ EXPU56RE C 2. VENEER 11£5 SHALL BL SHEET METAL ?PS NUT LFSR MAN NO. 22 U.S. CAUCE BY W. S GROUND SNI LUAU 20 PSF CORRUGI.TD.. EACH TIE SHALL BE SPACED N01' 6. SEE FOINDATON PLAN FOR UESI?R AELUWABLL SOIL WURL MAN 24 INCHES ON CENTER PRESSURE HORIZONTALLY AND ARCALLY AND SHALL SUPPORT NUT MORE IRAN 215 5AUA?E F 2. CONCRETE DRIVEWAYS, CURBS, WALKS, PALBS AND CY WALE AREA. THERE SHALL BE A yINIUUM ANY OTHER EXTERIOR rLATWORK, INOEUO:NC THE E.ARACE OF t" CLEAR SPACE BEINKC VENEER. SLAB, SHALL BE 4,500 PSI, AIR ENTRAINED NOT SUPPORT ANY S 4A$ON E BA5EMENT AND ALL IN IEAIOR CONCREoL.SLABS SHALL D LOAD DUTCH THAN RIC ?EAB WAD ANTI BE 1560 PS AIR ENTRAINED WIRI A VAPOR BARRIER VENEER ABOVE M, LAPPED AT A NINIMUM OF A' Al ALL EDGES. STEEL BEAMS ARE DESIGNED BASED UPON ASTM-A992 9 4, ANEER OPENINGS SHALL UE SUPPORTED LEN , (SO KS) FINALS AS SPECIFIED IN IRE PLANS I FINDER OF BEARIkp SHALL NOr BC LESS THAN A IC MASONRY AND CONCRETE FDUNDAPON WALLS SHALL INCHES BE WATERPROOFED BY APPlGNO AN AEONS CRAOE DAMP MASONRY 44LER SUPPURAV BY WvW OR 5 PRCOEING PNWUCI AND 01 APPLYNC A BIIUMINOUS . COLD FORMED STEEL SHALL HAVE A' MOVEMENT WAVER PFI PRODUCT. A PROPER DRAINAGE SYSTEM TONY SEPARATNC THE WENEER suPPORTED ON SHALL ALSO OF INSTALLED. THE WOOL pR COLD MI SALL AND THE IT. ME ORALS AWAY FROM ME FOUNDATION WALLS WINTER SUPPORTED BY HI ROLLED STEEL OR ENALL FALL A MINIMUM OP 6 INCHE5 IN 10 FEET. THE FOuNDARON. 12 ROOF TRUSS AND RAFTER ANCHORI SHALL 5E 5. LOUSE WRAP SHALL TIE INSTALLED OAR PRONGED AT ALL, ROOT MFIJPFRR PER TRUSS 5HEAMING IN ACCORDANCE WTH ENGINEERING. MINIMUM 9MP00N 112.51 SEE TRUSS MANUFACTURER'S SPELIIFICAIIKI SUPPLIER DRAWINGS FOR LOCATOR AND A6I TFAAL INFORMATION . R FLASHING SHALL BE INSTALLED PER YCTON IA Ak ICE BARRIER SHALL BE PLACED FROM ME TAFT /U12.5 ANU !D30 OF THE 2005 INDIANA RESIDENTIAL CODE AND ME 2003 INARNATOM FUCF TO A MINIMUM OF 24' FROM ME IMBUE FACE OF AESIDENfIAL LODE, INE EXTERIOR WALL. (ICE BARRIER SHALL HE 2 LAYERS OF uNOERLAYACNT CEM4FAD TOCF NER OR A SELF 8. WEEP POLES WITH BRICK VENEER SHALL RE AD9EBIN0 POLYMER MODIFIED BITUMEN SHEET.) INSTALLED PER SECTION T03.7.6 OF FILE 3006 MDFAN , RESIDENTIAL C'OBE AND THE 2VU3 14.. ALL CONNECTIONS TO RE PER THE 2005 INDIANA INTERNATIONAL RESIDENTIAL CODE. RESDENTIAL CODE, UNLESS NOTED DIHERW16E ), ALL, BRICK SILLS TO SE RETIRED AWAY FROM IHE HOUSE A ANI Or 1". r L1A NOT USED IS ELEVATION "9' - FRONT/SIDE ELEVATI ON 1.18 ELEVATION "D" - REAR/GARAGE SIDE ELEVATION 1C ELEVATION %" - FRONT/SIDE ELEVATI ON 1,IC ELEVATION "C - REAR/CARAGE SIDE CLEVAFION 1D NOT USED 1.10 NOT USED 1.2 SAVE AND GABLE DETAILS 2A NOT USED 2.IA NOT USED 2B FOUNDA1ION PLAN - PARTIAL CRAWL REV R. 216 FOUNDATION PLAN - FULL BASEMENT ELEV "B" 2C FOUNDATION PLAN - PAKIIAL CRAIAL ELEV "C" 2,10 FOUNDATION PLAN - FULL BASEMENT ELEV 'C' 20 NOT USED 2.10 NOT USED 2.2 PARTIALLY FINISHED BA5EMEN1 2.3 FULLY FINISHED BA5EMEN1 3A NOT USED SH 1ST FLOOR FRAMING - [LEV "H" 3C 1ST FLOOR FRAMING - [LEV "C" 3D NOT LSEO 4A NOT USED BE IST FLUOR PLAN - ELEV "D" 4C 15T FLOOR PLAN - ELEV "G 4D NOT USED 5A NOT USED 5B 2ND FLOOR FRAMING - ELEV "B" 5U 2ND FLOOR rRAMING - ELEV "C" 5D NUT USED 5A NOT USED so 2ND FLUOR PLAN - ELEVATION "B" FC 21ND FLOOR PLAN - ELEVATION "C BD NOT USED E-1A NOT USED E-15 FIRST FLOOR ELECTRIC - ELGV - D-L-1c FIRST FLOOR ELECTRIC - ELEV -C- E-ID NOT USED E-2A NOT USED E-20 SECOND FLOOR ELECTRIC - ELEV "B' E-2C SECOND FLOOR ELECTRIC - ELEV E-20 NOT USED 7A NOT U5ED 79 ROOF PLAN - ELEV "H° 7C ROOF PLAN - ELEV -C;- 70 NOT USED BA NOT USED 11A NOT USED BB SECTIONS -ELEV' 'B' e16 SEC HOBS - ELEV "B" RC SECTIONS - [LEY "C" &tC SECTIONS - ELCY `C" IsD NOT VSH3D 8,1D NOT USED Rt.O NOT USED R1.1 07T 3-CAR FRONT ENTRY GARAGE - FLEv 'ER" NO 2 OPT 3-CAR FRONT ENTRY GARAGE - ELEV 'C" R1.3 NOl USED R2.0 OPTIONAL 9REAKFASC HAY R3.0 OPTIONAL MORNING BAY R4.0 OPTIONAL SITTING ROOM R5.0 OPTIONAL 4'-D EXTENDED FAMILY RCCIM "'0 NOT-USED 75,1 OPT CARAOE STORAGE - ELEV "B" R6.2 OPT CARAOE STORAGE - ELEV "C RR .3 NOT USED z nG LIZ S Y rv m -rte =® m? 1..1 J d U W m a cm 6 aS V N fr LSP ELit, T LSP Hy. I,yP HrT. Y N• EXTFNDED FA ILY NI nORNU R Y JAI I BAY I TOP OF II PDOIA PLATF ILVI P" NEBEAE H_:AI[ TOP gr. LA- OS1 ELWR I(W OF Fpl?'AEL_ Y OPiN]tJ8 __, BRFAKFAS[ BAY SIDE KCAL W OF_PL TE TOLD OF PLA LDP DE ?,NDo bl m ?I ND-Flm 1 _ 1 _ 24D F C INAOL_INAIE _ MCCI_ ? LDP OF_'?i {I I c ? A 31, ti NI L _ 151 Fk( LOP K I?'IEAL, 14 io OF FDNA AR y% [HTRT -- I c 3-CAR SDC fNm I VENEER EFS SHALL BE SHEET JI TL$ 1 UL MAN No. 3S u's. ONO% BY 311', PU"XD ULBI o€ s Al. of SPACm N07 DRE MAN 2A INCH[S PV CENTER B¢DNIALLT AND VERCAIIY AND SHALL 3. NIASdIRY VENEER SHALL NOR s wmr ANY <PTICAL LOAD OTHLR MAN ME LLAO LOAD D` NA VENEER ABOVE ?, YDILER OPENINGS SHAL'. LIE $UPPORILD ON JNSELS A5 SPECIRIO IN ME PLAN£ LCNOIH BE BEARING SHAII, 40T W LESS MAN NI 6 U,ASONRY KNEER SUPPORTED BY WOOD OR COLD 2GRWED SRE.L SNAU HAW A WD1211ENT THE TWOOD KPARATINC ME VENEER L /M I COLD ECRI/€O STEEL MO YZNEEP kPPDRIEO BY MOT ROI SIEEL DR ME FOUNDAnDN, 6. HOUSE IINAP S4AL. BE INSTALLED 04R SHEAMING IN ACCDROANCE III WANIIEACTURERS SPFCIEICANDN6 1. FLAWING We K INSTALLED PER MOON fi31.b AND ME 5 Of ME 2006 INI REEIDENInk CODE AND ME 200E INTERNATINJ RCSIDZNTAI CODE. B *FEP HdLS V11I SICK VENEER SHALL W INSTALLED PER 6ECT0N 11131.6 BE ME 20M INDIANA RE11DENn4 CODE AND THE 2003 INTERNATIONAL REMZNDN MD. ALL BRICK SILLS TO BE SLOPFO AWAY FROM ONE houm A AIININuN DIP I6', ., S 6 ° - x y 3 r w ?V1 16 W CS D Q U N Is Eimmlen - [. TOP a PLATE m ;e ---------------- ---------------- FLOOR -- __?No A - CARAfE PI ATF -Xii _ _laP,,,,OF fZN ALL ... Y 3-CAA 510E ENTRY - ? ..... - FRAAI6R- INSTALL PRE-PRIMED i. ARTERIAL I DOOR OR 1`Ii OFFNMc. L. MATRUL. Is ED Or Z SHORTEN THAN ME ROTTON 'KIDiH OF THE FYI AND THE 5AME HEIGHT AS Ti Ffi USE Ull 610. Ix12 PRE-PRIREO MIG DEPENDING ON ME III or ME F}PON, APPLY A I/1' READ OF PL PREAhuli ADHES14E (OR 51I'LAR PRDODCI) TO ONLY ME PDRT1ON 7 THE FYPON SORFACE THAT OLL FOICH ML MDONIIND SORFACL FASTER ME ErF`ON TO ME Is MATERIAL USNG APPROY[D 1A5TENLRS MARE SERE 10 COUNTFRSINX FASTENERS. S-RASH ROM ME TOP OF THE N ANU ME BCiiolA OF ITC1, REIHFEN'IT AND THE LMNCOW OR DFLOR PAINTER- PAINT ME EXPOSED Fogs aF ME 1. I45TALWD Or M[ ERAIAIHC CDNERACIOR, FILL COUNTERSui HOLES ?TIER PLASTIC MEN PA141 AS NNORI(ALER SIOINO CCNiRACICH- ENWRE MAI ME J-CHANNEL IS PROPERLY RACED AROUND ME PERIMETER OF ME I, 1JA IER. AL. SURFACE APPLE `_ _ Rood ?IA V Eli DELETE TH15 HINDCW'4RTH.. OPT. 3-CAR FRONT LOAD OARACE GARAGE SIDE ELEVATION SCALS 1141 OPT 7855 I-GTE GARAGE 5CPXL 9DOR N916 UH uuC AI OPT SEi ODOR 14nT ENTRY CARACE AYAILABLE *TH OPT SIDE LOAD OAHACE WnVNE OF Wfldy Al DRCAKEAST BAY OR OPTIMAL RURNINC BAT REAR ELEVATION iw:At c iAa.lT-n, BEIM OFF d-CAR FRONT LOAD CARACE I?OPT CARACE STORAGC' W TIONAL AE-07 FAMRY ROOM C SITTING ROMA D' EXTENDED OPT'JNAL 51 TI Roots _?G? a n4?it3oo4_rulE - _ ipP p_ TREAT P AI -, - - nr = U ' z _Ir!? OI_;?1NUDfY W Is e _ T > :BI RIXRi_ ? ONIL MORNING BAT tliY BREAKFAST W ' v ao w J TAP X FA ILL III PLATE d U r IW Cf RFMLAI 'Al P r TOP of '?1 O0 W a x - F- a E a lob T: ~ LSP ?aIx EST DOOR -- _ x LtiP 1;.Y: TOP Of FOAtl___ E. Rcv', o P. HLOCN E?ACERS M OARD Iva AANL B ` )Awu9NUU rRrAPPmf f SHEAMING AN> D SOEJ BLE ENO 1RUSR AKE ER.EFF 1.G R ?1 )AUJYINVA) 'WRAPPED) SIIEAIIIINV NGIL RAN[ LIT ER AR OAT r 'ZnNIA-' SDING LA) GABLE TRIM W/ SIDING SCALE: r-l'-W 4s5 BLV6x SvACCA$ Intl FASCIA GUARD LB RARE BOARD ) N: .{' SIEAIRINO (ALU41NU4 WRAPPED) (ALU IINU )}RAPPED) ? TRUSS- 9 rA DINERS TRUSS- 9Y OIHEAs VENTED WILT VENTED SOFFIT BLOCKING hU RARE IWF1L (ALOwINUM WAPPEU) GAHLF END iRCSS I5 ERIL2L -? ?ALAINUN "VPED7 yp1E' IRlEIE D FR [ ?' 5S EAININD RRICK YEN[ER- P SREANINC rl ENA7LN_ON!Y - HDRIIUNTAL SIUING I' MR SPACE ® GABLE TRIM W BRICK EAVE TRIM W / SIDING SCALE: ?4-7 SCALE: 4rl'-0F 1st FASOA BUARU- (AwyLNU4 'AaAPPLO) VENTED SOFEII I.B FRIER (ALUW HUM 'MtAPRm) f r? rRE-NANurICIURLo IRU$S- Br GI;IERs mil' vILANINc BRICK YFNLLR? 51 L' AIR SPACE Op EAVE TRIM W/ BRICK SCALB iTfi-0R 0 N ?e ?. o c W - ?Y 16 • . . J 1? \../ ^- m a W U J Q m U t? >L K 4 f!1 F- 2 C ' CL Jub A'. 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PLANT LOAN To BE 9LOCI(EO 5LALlD HE 4uuEO &LOYE 6'DI BOVE NULLED ABDYF yV Tq FINAL WITACTIR NCNBER OR ILWNDAnOH q p v E 6. ALL LrrNINGS up 10 S-; AD[ 10 RAW: 2' r '? Ie'-.1F' H2,-1' -y sTUIO 14uu ss)Nn¢DSOT?EAWu ALL. LACK 216 WALL IV-1I TALL I BREAKFAST P. ALL OPENINGS GREATER MAIN S-.' WIDE C' AFy I CLc[`?- to HARE A NINAAA (2) 2.4, ERIC CAIAOE, y RE$ 9FF. LACK STARTS UNITES NogO OP FR'a14, F - IAEET. YEN( EP. _TT B- N-9• F YT &c.)ROGrts (3) JACK SEAS T:PIGT BRN(A3 DE5E k UNLESS NOTED (SFr Al) e FAMILY ROOM /-3. 1' U_ALF WAL, I R(IT)INDICATES WA41TY OF NON-STANDAHU VAULTED TOS ____ __- _-______• I m V SNIDE (sPr 12) a cARrER ..• R RALF --- --1-- Y T I TO LwGIGATES acAauTr OF RHPPEO LA STUD % pl wtin0.N Wq 16' - A-7, ,BY WaL W6tNESF (FN 1660. 1 91 EE T ?+ y _- -- - JI TER r l! KRRC . INOICd IFB INRfiON 9FAPINf. y $n -A• 2'_ Y _______._ „------ ; CFiEN WAILS rPA [AT IS- D. c. WY muE12 TIED ,I a GIG. F1 a °' PLATS - y i 3'-Y . U.1 EJT L Y-E RIGT GENERAL - - y _ _ _ REFAtF CABINET I, ALL BANBEON L.HAU51 TANS To WIN To (2) 1N'A 9Y.- L11_ __ ....... - & _ Y 3HF OUTWF 1P i-B' 6'-9' 7-A? a 5^ i1 5 B'_1ff' i LAUNORY E9 P+ 2 ALL CLOTHES ORKP EXHAUSTS IF YEN[ 10 FF--II ®r a-G Rom ,{_A• PIPE ONT5DE ME LEAACN OF M111 FKFI FF??rr ]1' RUN Is 2S-O' VAA WV AID A E'-U' CECUCT _ PON EAUF Lo' ELBOW "TRAOat To VLNITY CG •`R p. ; , N,? ?? f ;-i?`.iw 4STAHATI N IMA" MIN HIT INSTAL,, J i 5 , n O u' ` t TO BELa J, INSULA1pw EXAMS 10 ATTIC AHOICA J F AEO W CRAWL SPACL OF DWELUND BV'iSHALL HAVE Y- -- - BLAV 'x A NARNFlN FLAKE sPRUD AARNC OF 25 AND ____? .. •e 1 NARNW WALL DLALOAREM FACTOR OF DININQ 6o PER CDC cHUN SIN A-I GLG-I CLG. 5.,ry -r u_ -------------------- /?pTY??fp A CNCL04i.U. IWAtALAW RdFICR SPACES CARPET b 1Tt' Y Vr N0 vIALL AL PRIJnBEO WM CROW-YINRL1n0N ?? Y i - 5[RNCL DWA OA v1PDR Banm[R, 5 ALL PIUL10,43, TC CCNPLY BIN WE 1401A NA !'-I' 'B>5 I'-0 5-II• I FqR PInIERINI. IN' G- f 1 Y-E' _I SFR ACT OI:IIH NCl OAF I ' 6 AN YES NDI TWIN )'-Ii OF A DELTA, ALL TEWPER WOE MOTION -- a'AA, Lso CI wH AND SHOWER AEAR.F TO OF 1, i m PER SHALL HE LL HE T AInN C AC ]. N Wc]Us SHNANCA NO A I EM ._..?.._ _...F «i.._.._...... Ae[ a 7. ATTI C IE.31 kMP B 20-I L C WAN 221NLHE BY 3D INLrvEE HAVING M1 J i CLEAR HEICHT 7 OVER AD LIJBIFS TRY TRAY SRe vowH f A/ SA4•'ACHEO ILO 51L COAL, CA. 36 '^ r---r CND XBUD CHESRATDAALL SAPiS H RAI5E9 5uRFAGE5 A1TC WC11EO 10ORE THAN 3D INCHES AROW MC CCLS, FLOOR OR EXAM BALUSTERS STALL RE zr?D 2-3afi0 J 3W? ui PU9n0NED A5 TO NOT ALLOW THE PASSAGE v- A q! W A C SPHERE. 0 13 - 9. HANDRAIL& HAVE A LIHINUN BIT NANiII DINING R IRAs CLL' HEIGNITS OF 3A AND 38 1NCHE5 NEASUPEe (]? Y£RTICALLY FHVN THE 4C AIG OF THE IRSAO. ?L•^TrLI• C HANDRAILS CHILL HAVE 1 SPACE NOT LESS - - IRAN 1A INCHC5 BETWEEN NE WALL AND THE C HANDRAIL IBC HAND GRIP LONDON SHA1y NOT C E6LTM! 1055 L II'I' oMIN4? UP AN HA APmRwRinIE [Fo DRssAPE WHICH IH' SL B ?A SHALL PRA'AUL AN [WIVILENT CAIPWNO W N/+r rtHANNaN _ q B - 8 SURFALC_ J QARACWE 1D. WE GAIIAAL SHIT BE sE PAPA TED FRONT Q C LANK. 5LAB c. THE RD!LTYJCL AND ITS ATTIC AREA By 40T (J LE55 LE M 510C. GARAGES BENCANEATH --------------- -J ARAGE DI CAN BOARD APPLIED TON TO W HABITABLE RDOAIS SHALL BE SEPARATED PARENT ILA 1p" AWN (2)240 BEAU - ALL HABITABLE ROOK ABOAE BY NO' LEM FIBENoLA$5 TDB 0 2 2A;2" MAX W [iPE NP 6Y^9111 BORN UP '7R CaLUNN- B'-i 47 COJIYAIENI, WHERE ME SAFARI IS A 16.T OYERHFiD POGO $IRBf.SUAAL N G WRIURRNG? E SEPARATION STILL AUSO BE fA O A PRDTECTEA RY NOT LESS nLL1l h• GILAIN r 1Y OP'iIONH BOARD DR EwrvAIFA,1_ Z. 1 OPENINGS BErWCEN WE VAAI{{ AND i-c- :_6• 1'-A- 1W-0' GARAGE STORAGE RP%oAAF SHALL EL LEF,D'ED 1EDI 2D MINUTE FIRE PALED DEATI d ,Icb H: 2D 6' OPTIONS 12. HIRE 57FPINU SHAIA BE PROMpFD TO DOT A` LSP Date: e D ?, S D -CAR F.L. GARAGE CAR ALL CONLEAAEm DRAFT WNLNDI (001 Y !.SP ©,: E RHD[R 9TEET ttFCRALE AWALTER B[Wr?,E) AND N BFTWTFN A THE DILUTED AND WE ROC( 5P1;E, r' LSP Rev'. I3. GHAINEYS sHAF EXTEND Al LEIST 2 F-_EI Sheet TUIc - - -CAP SIRE CNBT HORST MAN ANY PDRTAN OF EF U,,,,UN6 VFMIN 10 FEEL BUT SHALL NET BF UPSE MAT' Pvr: Fe Plans - B { ACED I 3060 `' +-Gfl FRaNT ENTRY I FEET ARM OF PDIHI WRI RE THE CHINNFY II PASSES WROLCH THE AOOE. $hce[ ?Y FIRST FLOOR PLAN KJ pO?P?T?DGEwxE J9ATH /4 SCALE' 114'-1'-0P 1lwl7 PRINTS ARE Y SCALE Hal I MARK SERIES F?> R? m £N.p ? 4r ?N t pmt °o m "_? S?em i?m =X'C g ?o ?a ax a MY 9MY ?soo? n s ? v f The CAMBRIDGE 3NH H mes inc - _ . o 8100 &eymone C sing - Indianapolis, IN 65240 M/1 HOMES ?7:-255-9400 OPEN TO BELOW = CHR YJ L JL CARPET m wE 4 T 5 H c ____________ _____ ___ _ _ _ _______ _____ - _ __ __ __ __-: -_ _ . n / ss'xa u I' 511' ' i b t ? ' u•IXf1Al 1bu4,1T-11 YY BALLOON --- EAU -S i_IPe' EI'-C' 65 5-0, 1i-514• r '; / LOFT '? ? ? h CARPn -- CRDnM ?4 - o ________.-.. _-__ 62 a .2 _ - - HALL AATH 7aRB DOUR R ? LLLL1111 G ARP 7 El R AND, NALL 10'-0' ?ELLR x15 t4DON l L W L J-Can PR"7 LOW CARACC GARNER FRu - HALL BA EPC Vo l RC5 ' OPEN TO ° A° ° ' WALL a)s 'q BELOW SI[V 5050 ; Y -? L 7------------ ERIDNO¢o nosET _ e i D c ______________ ____________ .._ .. 2089 I -- ac .a .. E Ac'-NIP L DIUENSTGRk WADER FRAWNC RASED re W.RO.OT I'M ME FCLLD*NG MINIMVIF PRWERIIL: 0 0907.07 w ?ALBBLK tb Nv 1 1,Tni1 E.im] 4J 05[ IoW lay t.K ICAII IOW 115 15E ?CADCH 6/5 14 14E 6 LAMINATED VENEER D JIIR (ln) SAVO lP04 ME FOLL0RNC ?14LM PR91R9E3 Elf.. 2S6 T,SE IgSi RCA HOP 2660 i.. ALL ROHM LMOS TO RE 9LMa SC D TD FINAL EWR GST MLMBER OR FWNDARDF( " AI I. oPENINCS UP TO R'-4' AIDE 10 xAW 1 M:NIOUV (1) ya, 5N3 GRADE, VF. JACK EIDD DNDE55 NOTED DRIER*SL. ]. ALL DPENiNCR GREATS EHATN v-a' *DF R) UU L A MINAA0 (e) ha. sDUV ORAOC, LPF, At 5RU95 uNLCSS 407D CR11ER*5L. AONI)CAIES (3) „IAC4 SMM ?IPCAL UNLESS NDFED (VF )2) s,?1 INDICATES WANnrr W kDN-suNDARD 'a SmDs (PF fly a A K RNO. +O. iNC VXTLS RMPED sa d BY 25 , WALL M E UE BT WALL 1eiCINL CRkDSS ro 2650, L9E) W 11 NMClTS iNTRIge RFARINC (?11L5. rGA L AT 16 o,c, W/ DWDLE Far AI P - L DS W m- LL. qE c -j = Q Z W C) m m a L U a ? U rn W Or a U) Z E F' LSP Date: k LSPBp r LSP Rev: 5heet Tile: 2nd Fl, PlP? iheel [T SECOND FLOOR PLAN OPT BEDROOM 44 SCALE IMP-f- ° , YY FIRST FL ELECT PLAN - OPT DELUXE BATH ?E' Y ---- RDRB ATRIUM DLOR -"i ------------------------------ ` BREAKFAST F'-,T CEC At Y QPIlONB V 'v_? -- •1'-I J' A, PF, --- DIRECT VENT F.P.. ?..` - BREFST DESK µ'f MUM RETREAT BE lui FAMILY ROOA? ?? ------- y` RECPIAO 111CROgAK J \ ? I R[LEPtAL1[ 01 ------/---------- ;, - KITCHEN j t8 % ..I % --------------------_L.... , R. BATH . % d, - Y OPT10N3 _-_-_ / FFR:C CABINET ------------- LAUNDRY TUB --- -- - •T r, n S i - ; ,R N' 7 fiu, - a BEL NC DIN] -------------------- tJ 1 %? / ?? FR` {- AYICE 6acx nl v'yRR:ull ?/ -- °rord "A004L's _' SERrLC OoCR NDI AII?I?.Il ____ ? ^°?• ?'--?apDPT'SIDE LOAO OAD TDUCHI FOYER E DINING N TRAY CUD STUDY ?P G _-------- -- -- -- LoDH rs - ----------- "A... 'Y OPTIONS ii DN vno?oceLL I GARAGE-STORAGE Y gPT ONS DU3-CAR F1 GARAGE - Y _CAR 9DE EN1RY --- B-CAR FRONT ENTRY F) RE. Ip71T l1r IER9xLL) e ENL 4m smP RraBe N/ 40. a uus.oR.lm ^ 08.20.07 F-i n?4r nxnas {I lTn a ,Las AIPNATFD rv 00.07 07 pP V. ynyrto n® ?rs '? g HOY. CN1G! 40.PUDR qy p@µrto CRPkr. AT ACE, ITT S 11aY. Pw[r x[¢Rdvel li hx C nml (rnY ,, owLr Rru?nve - IR xor li A®A nm, Im) $ M. MEFTAU lBr` Le pav1A R .IADC, Ohl[ r H.Tl B -n t,,Y, qR[v ""Au 0. r,,, NFIRHA' WITS, 8Y NSTANG A '. Rw M1N li slue PvSe s)yloA Sf Arr ImJ A rva[ Rar sTl,oA v' AFr, l^ol t + PHW Rol[ vm1 W ACr, - IOim N:r 9,u 071 y v TH1W TlI: tl/ 4e1. (1) O 'IOY..VFCnq ew GRYa EEros+a .(y Ir,wrslrw ?y CYNUCI rw N/ uGl nuxmN W11EI V:W R:u m _ r wrnoi WNI ' v Ca W.L IXPlILR }111.1 Lr,C" HL c e C U 9Lw.r w. Mrzclw/Ilov, .A.1l.IeN iv nJ 7 110 MIMb4 PNEI TT 'L !_ _: ` FlRCE MTECM'M m W R '6j NoTm ,. , Qom 1 ME PRDYSNS a NE NAODNAL FLcmc COOL hfPA ]O. SHALT. LOKPN THE IN5IALURON. 1ES11K ANC OPERATION OF TILE PLEMICAL MAPS NdP 2 PROYM 54OKL oc,LCIORS INILRCW4LC,L0 1NTH OOR AC *. OAIILNY BACK-UV 1 ARC-FALLF CIRCUIT L479RUPTR SHALL PR07CI ALL BRMP CIRCUITS SUPPLYNC BEDROOM WHETS PER NFL )10.12 (0). 4. ALL nEc TKICAL WTIFTS ONIN O'-C' O SINKS IN GARAGE OR EASEWENI. AND ON EXTERIOR SHALL BE GFCI PROTECMC PER NEC 210.B TEX I WINiWUW 20 AWP BRANCH CIRCVII SHALL BE PRWCED SOLELY TO SUPPLY LAUNDRY RECEPTACLES EFR NGC 210 11 1eVG7. U G AOIG Inllu44r N S,v ALL BL vROYOEO AND S#TpFm AT ML E P qW ? Ai6C EN>AANGF, w m Q LLl U J ?T? Q YI U En ELI 4 m Z CL a k F` 1,1 Rr Eleclricol Plen Ni A A..AY MMIIITC AMC V CY•AI C mom 14 %- 9 `go'm3 m c ?? ? N ?? oa w" ?? gym. _- ds3 os a? ?? _ nP a s m ^r 3 n? t ? 3 Fg uei i M®126( cg=Rig=C id 2007 M - y w The CAMBRIDGE M7.1 Hames Ina ot L - SSdO KgsYCne Glos:og t , e Indian apoLs,]N -06R4U o a l? H s€?-z>s-aeoo fT H3O E? s?raNC eu- see RiD ?u R Y ti o -i - i. HOCN LDADS; AST Ru¢RS A 15 V9 DEAD D 25 POT A" RuSSLU IW f ORD IIM inAP. N RSF ICP CHORD DEAD LWL IC e K0 TO CNDPD LIVE IGAn: 10 RV N 7 CRDRD DEA? LOAD 5 Ry s ALL Y:DRF iSUSV5 AND RAFIFRS AAF M OF LnNFCIPO IQ DEUD.E iU, "M #/A 0I41WLPJ a;) N261 ur $y'A aR EQUAL, UNAE5E NOTO QTLINSE 6. VROLR MJW5 ARE TO RAW HXD DDIM5 TO KE 5F THE XQUADO D%IFT AS SNCYP CN MUSS UANUFACMWS 1. LAWIINAI[D WKER LONSER [LA) OARD UPON ML Fv1DVNU W 40N' RaDREP%E F2E nF lfNYeFR r.Y..Eaxl ? L le ri.51 I NDR 2650 Jas TAE a Au w1LN.4 k IlVa[R To UL 5N J2 M WIMR UNLLss NOTTV OTLL5* E. yvzP z M 16 HH 1 R G A0_-? LL co Q W U J UJ w C Q -lE tl lob +=: ' E.SP Clam. x LtiPF, r LSP Rev'. R.., Mnn - C ----------- EATENUEU CLWEE ROOF PLAN - ELEV RC" SCALE, 1147-f-V ?- -.--------- ...------------------------ ----' -------------- r y npTYYlS SECTION C SCALE 114'-T-0' SECTION B SCALE 1141-1-0' --- ,OPo "-OL- 5ECTION A SCALE 114 YI -0' BEDROOM +2 7W OF PL Ai( sP oT J1,N?o JUL REAM se ' PPEP PLAry GWCE roP L'FPy *L _ l ?'a PAFn1AL _ SECTION A W/ OPT EXT. CLOSET o w s N Y OPr10N3 SCALE=1148-T-V , :m ?_,. EMiFUnrA nosEV - ---=' To Oi ^LAIE iW ?`J1!Nuyy4 rs rLgb ror_ev rn J?AL 1'?°_0l F14 _.. cco 5 - ? m V? AE" I? f? W M, Q W U J Q U w W 0.' a rn z z x d Jobe E LSP oam K Lsr¢y: * LS? Red: Skeei Title senm?s GIRDER miwss PEI MUM DESGN PER MFR 1S V. M R ETREAT VA?JTLD CEILING w. --- - -------------------- I 5n8)Y ? WIC f£IRE A.T B®fiooA! Lr S7EEL REA4 TEE DE4 AN ` PER P;AN S L 4 ^'MOR PER PLAN sN.EL BE PER PLAN E SECTION E SCALES V4'4-0' L:j IDP aF PLAic 10P LN hN YEN ICI Isi ROOK T? ar io ?Y^_T_ m 3p 7M DE ETG S GIRDER TRU?SSS?-? ,V i RDDF TRUSSES DESIGN PER WIT n M or PLAA TW DFAI UGi_ _ _ _ PRDNDC DDUBi UNDERLAYYE41 Al 312 RDDF SLOPE 3ND FLOUR _ TOP LIP PLAR _ __ ROfR20NTAL SIDtNO ll l57 FLOOR ,. TD? or Enr? ALL _ _ 03 Glut BEAU REYDND 7 - PER PLAN al IW-T FTC (SECTION D W/ OPT 9'-0` BASEMENT I SECTION D PI CIP&I to RENY MURSJ5 IDNI N PER IIFA OPI REiIIEAi? YEIL14G ILv C ILINO WftAT BE)PO 1 / `STEEL %W OCYND Pig PLAN 6J &VSEAIFMSTNR I BABEMNf II RSERS O 1 j rNEADS o Io' tOP OF PLATE - ;DP OF **I TOP_-0E?1 BalI.-- ?m TOR OF FIC a ?o c ? = o ? a ._ x 1?rT?l 7E= W 1?1 r? W 6 w U J a 0 w Of en r z a 0- )ab F. LSPDaI r x LSPQy: r Two,. TYP PORCH DETAIL ?? SCALES NT.S. FRONT ELEVATION OPTOKAL FRONT ENTRY-CAR FRONT ENTRY SCALrv 114E-P-0' ------, ----yam- --"---- - - INAIED yLR tu4BLR ILVL) BASED rxETT LD((A4B YgIUuY PROPEUM gL.4 gum 26 1 2FmI°•1 1.9 . WINGERS Br sRPSON SMONU-111 S NOTED (A7ACR4ENT5 TO BE PER 'ALIDR(R'S SPECIRCATONS) AWING MELD IN $ (ROUT REFORM. LW LYE LOA@ 40 PSP +ti1 DEM LW: ID P9 . PUNT LOBS (ROW ABoa 10 uE m as.or.o? w ai0 a° =u?m ax-- m ? AEZ w _8 cr m Q U J V DO W Q En r~ LSF'Dare'. r x LSP By r I.tiN Hey. ~ Sheel Tille', !-CAR PRGM1i E Z, M20 07 os.or.o7 1 wi u?u e?ei??l , nooas SECTION PART. REAR ELEVATION OPT BREAKFAST BAY OPT BB96KEAST BAY SCALE, 1/4"-'-0" SCALE 1141-I"-0' FIRST FLOOR FRAMING PLAN FIRST FLOOR PLAN OPT BREAKFAST SAY OPT BREAKFAST BAY SCALE: 1/4 4-V SCALE 11414-0' -------------------------------- - PART. SIDE ELEVATION OPT BREAKFAST BAY SCALE 1/4+4-0' BFLKFST RES FIRST ELECTRICAL PLAN OPT BREAKFAST BAY SCALE.1141-1-09 PART. SIDE ELEVATION OPT BREAKFAST BAY SCALE 114'-1-OR ROOF PLAN OPT BREAKFAST BAY SCAM 1/4w-T-0v s o`°g N Ono Lw 9 ir m U N % LSY By: r LSP Rc,: S6cct7itlc OPT. DrWFi. FAY Shm OPT./EXTRR BRERKFRST SRY f ' Ir, f i f r, i ING TO ICH HUUSL INYL 3RNERS YP? BKFST. BAY SCRLE 1/8"=1'-0" :S:_TK:F.?0__TS D:V:S:O:: MI tit/1 FfOMES 5455 Kevslcne Crossing Suite 145 ncf ara,cuis, Irdiana 45240 (317) 254.0335 S?:S DF.:D i1:5C_F.?ION 5?ECi ?iCA?iCKs - V -- -, .. --- iberglzss bE::s covered with R- ll 2 c.i: vis.-teen vz=Cr tauter { d..,., on a'_1 outside DasGnent walls (e%e'_ud_ : _arace). CRAWL 5?41C_ 6'F'LS- thCS? models in vhic.1 a :ull Crawl Scace R-19 ( S) 5 t.:e _.anddIrd focndztion type, 4?w r.raft faced bzwis f`ocr ;Cisis wit:'1 kraft `aced Sztts fr_ctien fi,ted to crawl space Joist ends. _ t.`.cs!..ede.s _.. ..`ic.`. E Crawl space v_ih ?E___21 SES G'OeC?t '_tt (C73) is tle s:andard fc•_ndaticn type, 3jw unfa:ed fiberglass Satts cver 2 s.__ v:sc%eer. barrier draped dew; vz11 cct onto Sravel with _,' i.raft faced tatts friction fitted into crawl soar! w ends. E X'.rII•ST1'R nF?LS- 35' _r.facee fiberc2ass SEtts covered with 2 R-;3 viscteen vapcr ba__:er on a" E%te_'_Or walls. ScrA =.::1\ F!-S- _ kr_fz face' f'warc lass `.a:L on Eli -_: _ walls _ pa rL_L''c .. _'_se and c_zage E; ,..raft :aced _ - Serc:zss Letts c .. __. awe cainc s, ca...:eye:sanal cver- hE_ncs be:rv . eated _:vi.:9 area- r,__:: S- frart faced fiw_erclass 1_;ts cn all- -tee ..-:? wells. >Sp _ _-$ _ k:!a_ft faced _iber_lass latts .1-19 cn Ell Joist ends and `_l ock cf fs. 3?7 CAS- R ?l. CSi1T_SGS- c;. 'trzft face? '_berclass R-3 ba tts c? zll v bl enable ceiling areas wiry baffles at all -='_ss ends. 77-AT app rC%1^late•.V i2' (47 r bads/lOJO 7?-3$ S--.) cf D1o'w1 rock wool in s'.12 t. on on E_- _la_ (blovable) Ceiling arees with baffles at all eaves. '-'v}-. ?R07=C7:0S- cc.mpfete t.ter .al e°_f'_c?encv sealant package including cEU!k_'ng and/or po'_veuretl:ane fea.•t sealant -n all areas and csnditions prole to air filtration. 7`ese 3ase i_es -_e 500^_ t..__ Dece__t_er 31, 1SE9. iKS: LA^CN S 5101.. n.>+CTC7 BY: :A 7z: t-A -?: r G 7- ALU`,e11NUM SIDING R-19.41 I: S C K A B C D •I? 3 f D WOOD S!Dlw'G ERICK VENEER R-19,85 R-22,01 3 1/2 " C- ace*d..-.-? C Poly Vcro:. -\esl. :I on Bobs .tl SAS FCII Paced FOS^ S'--OthiMg 74.5 Ou4s:de c-: rce Film ?t 15 MPH W:` - ?7 G 4]u? - Sidi=g -.os J v'coc' Cidiae -1.05 Re!le:tive ,4 i. J";ice -2.77 ? 4 Bri:'? -.Q4 M/1 HOLES WALL ASSEF.ABLY R VALUE ANALYSIS -- ---- .---- - o, VINYL SIDING R-19.26 APPLICATION FOR PERM! T STATE ENERGY CODE CDmPLIAqCE ---------------------------- C1iY OFFICE. DATE. I,eie-z ------------------ ° ------------------------------ ---------- ------------------------------ ------------------------------ 8U! LDER h? c . 65 - - - - - - - - - - - - - - - - - - - - - - - - INSULATION SFECIP!CA71ON3! -------------------------- -------------------- EXTE,R!OR :,ALLS HCUSEE :3.5' 'c5c-i_ Ti: R-13 2 r,:] yc :.a e: UPr=.R'',CS7 CF!LINC. S rLe.T HCUSE. LVAI-L __ c_1J i'OUS= & GT=,.RAGc: _._ ::: e_: ecec ?_13 BLOCKING C=T.?EE;N LEVELS: ..___: eced _9 Cr,T.'S'R^.L CEIL;NCS: 9.5• :<:__. 'zceC R-?0 EdATiED FLAT C='e_i,NGS: Cr":.-•tr-.G. ..=iL !ti'S. 7vc .. ..., CA.zSuE EX7ZRICP. L-ALLS: 3 .5' y r a t Faces n-„ CPtL,:;_ ELOCKiNG de :4LLS: 3,5' Rca__ Jeeed R-3S a,SE.'=,'.T L1.LLS & B_OCKi,yC. 5 .? - - sc. (5'_:1 '--= .rags ') !\'F]LTPtRT7i.1 ?r=.KC.+CEI Fca-.-Seuccr.e Si Se: .Bess LlD Li`h`ELS: eac:-. ;oist er.c END t,%P L L S: 3.5' x: I- E R-) 3 SCUTTLE HOLE: 9.5' x:L°; ?-30 SOL:ARE FEET :- LL .A?E4 S_01.+=.RE FEET L!h'DCL: A.r E:A; ---------- ---------- SIGNED: TITLE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 . 8465 Keystone Crossing Suite 145 Indianapolis, indiana46240 (317) 254,033& HALLMARK, HALLMARK REGENCY S SHGIQCASE SELi ES STANDARD HEATING AND COOLING SPECIFICATIONS The Heating Subco^.tractor understands that the HVAC System and base price is based upon our All Electric standard house specifications, (including the de- signated standard foundation type), which will include 8-35 ceiling insulation, .R-13 malls with insulated sheathing, and R-11 four foot drape on the hasement walls, air infiltration package and thermally broken windows. Ti-.e Heating Subcontractor agrees that his base price includes an electric furnace and heat pump of the specified sizes, all necessary ductwork required for ceil- ings of any and all heights and supply runs to all walk-in closets on outside malls, registers and grilles, (including individual return air ducts in the Hallnar:k Regency and Showcase Series models only), dryer venting, temporary thermostats during }linter months, the covering of all duct openings to eli- minate the infiltration of debris during construction, bath fan venting directly to the outside with separate wall cover or roof louver, furnaces set during rough-ia stage as required, non-insulated duct work in all non-conditioned areas i..^,cludirg crawl space, dampers on all supply runs, low voltage wiring,' all required permits, licenses and fees, price oro*_ecticn through all selection sheets received by December 31, 1989 and year round, 24 hour, emergency service throughout the warranty rericd. All work shall he installed per '`.te Heating SUbcontractpr's layout, in a workman like nanner, in strict' compliance with any and all applicable codes, x!:les, regulations and ordinances so as to provide and guarantee a 75' temperature dif €ercnce on heating and a 20' temperature difference on cooling for each of the model -ores including the balancing of the 'system, the insulation of a new furnace filter at the end of the construction period and a minimufn •,Iarranty of one (1) year on all parts and labor, five (5) years on the compressor and one (1) year on _he furnace. 8465 Keystone Crossing Suite .45 Indianapofis, Indiana 45240 (317) 2540336 HALLHARK, HALLMARK REGENCY b SHOWCASE SERIES SPECIFIC PLUMBING SPECIFICATIONS 1. All soil lines, stacks and vents shall be PVC Plastic with 3" risers to the 2nd floor C.I. 2. Furnish and install plastic laundry box (dryer venting by others). 3. Furnish and install 2" floor drain to sump pump (delete and issue credit if not applicable). 4. Furnish and install 2t1" anti-freeze sillcocks. S. Furnish and install 1 Zoeller R53 Sump Pump (pit by others) with with surp line stubbed 3' beyond foundation (delete and issue credit if not applicable. 6. Provide any and all plumbing work for electric furnace, heat pump and electric water heater. 7. Provide rough-in and prepare fcr hook-up of 1 icemaker. 8. Furnish and install 3d radon vent from basement, stub to attic 5 cap. 9. Furnish and install water heater venting to furnace flue installed by others. 10. Install dishwasher hock up only. 11. All backfill, lav tops, dishwasher and dryer vents to be installed by others. FIXTURES 1. Tub-American Standard 5' steel (colored) or equal with Moen Chateau fixtures and trim. 2. Water Closets-Gerber r71-212 Elongated Closet Combination Color or equal. 3. Lav Trim-Lao. tops by others with tSoen Chateau fixtures and trim. 4. Kitchen Sink-Elkay CNR-3322 D.C. Stainless Steel Sink with Moen Chateau fixtures, trim and sprayer. 5. Shower Base-36" x 36"(or designated size) molded stone shower base with Moen Chateau fixtures and trim. 6. Disposal- -1191 Whirlaway Disposal or equal. 7. Hotwater Heater-A.0. Swith 52 gallon electric hot water heater. ri), ;- Pit/i IiOMES 8465 Keystone Crossing Suite 145 Indianapolis, Indiana 46240 (317) 254-0336 HALLMARK, HALLMARK REGENCY b SHOWCASE SERIES STANDARD PLUMBING SPECIFICATIONS GENERAL SPECIFICATIONS: 1. All required permits, fees, licenses, etc. shall be obtained by the_. Plumbing Contractor and-shall be included in his base bid price. 2. All work shall comply with any and all applicable local, state and. national codes, regulations, rules and ordinances. 3. All open ends of.pipes and drains shall be temporarily sealed to prevent infiltration of construction debris. 4. 4" PVC Soil Line shall be stubbed to 3' beyond foundation or connected to sewer line installed by others. 5. All water supply lines shall be copper with 3/4" water line stubbed 3' beyond foundation or connected to water service line installed by others. 6. All base bid pr-ices shall be based upon the designated standard All Electric house plan (exclud,ng any options and/or extras) including the standard foundation type for each specific plan. 7. The number of fixtures and/or appurtenance may vary according to each standard house plans (exclud.inc..option). The Plumbing Subcontractor warrants, that his base bid price.includes all fixtures and/or appur- tenances required for a complete job of 'plumbing for each standard house plan. 8. The Plumbing Subcontractor shall keen the job site clear of all related debris in designated area and broom sweep house as may be required. 9. Base bid prices shall include a minimal 1 year warranty on all work- nanship, parts and labor. COLL>eL5'C11Cn?41,0H4 .GLUAATE7'Ata:'031 A+D0"A'Putt iLAC4 rLOCCA•CN ULQri'0.rLlIGN%. CAROL6A•NrS.%ILLE. L?]SSZE• u014\1P0UINNU<1 01M tN 8455 Keystone Crossing Suite 145 Indianapolis, Indiana 46240 ,317) 2540336 Y-=SLYAM,' HA-LLI-LARK REGENCY L SHOWCASE SERIES 5?ANDA.`•D (ALL ELECTRIC) ELECTRICAL WIRING SPECIF1CAT10HS 200 .mp Service 22011 Furnace Circuit 2201) Air Conditioning Circuit 220V Rar.ge Circuit 2204 Dryer Circuit 220V iaater Heater Circuit 110`1 Idiring for Sui'P Pero 110V Circuit for 11Asher 110'! Circuit for Disposal 110`/ Circuit for Dishwasher i1G'/ Circuit for Rance Hood 110V GFI ?rotection Per Code h!eatherorocf Receptacles-Per Plan S(r:o%e Doctors-Par Plan b Code Bath Fans-Per ?lzi ' Bath/Tan Licht Combination-Per Plan porcelain Yype ixtures-Ter Plan 1 Chime 3 ?alephcne ?:E'-ires -th jzc:<s 3 Cable Television Pra•-ires i1ov..ReCaDtaLle, or Gazace Door Gpe.^.er 3 and ;-J-:jy Plan Recessed Lic:^.ts (•,?ith 7.-in r. Lams)-Per Instzllztion c Light Fixtures-Per Plan ocenincs-Per ?tan 110V Niring for Paddle'Fan-Per Plan 120'/ wiring for and installation of (1) All Slect:ical ?a nits, Licenses b Fees Plan Yard Post Light-Per 'Ouse IHPOATA`?S-FO7z: S:':e -leetr=cal Subcontractor understands that in sor..e instances, the wiring diagren s:-c•=n on various model Dlans may be inconplete, inprocerly located and/or not in co.Ol:zr.cM with local codes as sor..e are currently bung enforced. ire Zlectrical Subcontractor agrees that the wiring included in his base price -.sill cor-.ply with all applicable codes and the intent of wiring shown on node! plans and wi11 provide our Honebuyer with electrical coenings (i.e.: Switches, Outlets and all other devices) which function correctly and are properly located. •' Including high voltage wiring from the exterior wall to the condenscr(ihcluding exterior disconnect). (Ql1!a'J.•(i'{!v::1 D'c])•(l!t"1 i.4•itWt•C.f:D:•)'a'i1Ltt r(t(6V CXtiles(: [iLH. N. U?D1Y, • t!!%'RIL;D•U!(i l?D:U'.l!OL'i.lF]a\1 6. art:r :•-.O-i:u? .. ti'.•' .. .. ... .. ' ROUGH FRAMING SPECIFICATIONS This document defines both M/I Schottenstein Homes, Inc. and the framing subcontractor's responsibilities in the framing phase of construction. It is intended as a guideline that will define H/I Schottenstein Homes, Inc. standard of quality and professionalism. The framing subcontractor's work will not be considered complete until all specifications here-in contained are fully met. GEh°EPAL SPECIFICATIONS H/I Schottenstein Homes Inc. Responsibilities: 1. Provide subcontractor with an accessible backfilled foundation ready to frame on. 2. Provide a complete set of blue prints indicating any options, changes, rough opening sizes and any other pertinent information. 3. Provide all framingmaterial required (excluding nails) through a local supplier. 4. Provide electrical power within 150' of foundation. 5. M/I Homes' supervisor will check with frame carpenter at least once a day to answer questions or interpret prints, and get material shortage list. Subcontractor Responsibilities: 1. All work to be done per established bid price, established option price or "extra work order" including scope and price of extra work issued and approved by supervisor. 2. All options and extras to be invoiced separately from standard bid. 3. All labor, tools and equipment required to be provided by subcontractor. 4. All work to comply with the following framing specifications.- 5. Subcontractor is responsible for protecting materials during the framing phase. 6. Costs for losses incurred due to subcontractor neglect, misuse or irresponsibility will be deducted from bid. 7. Subcontractor will return to do supervisor's correction completion punchout checklist at supervisor's request. FRAMING SPECIFICATIONS Foundation l 1 Check foundation . for correct dimensions, square and leve . 2. Install all beams level and straight (string side to side and front to rear). 3 Shimming in beam pockets to be done with steel shims. . 4 Stanchion posts to be installed plumb on solid bearing with . adjustable base down and top tabs tightly wrapped around beam flange. Floor svstems 1. Sill sealer will be installed at all locations indicated on attached drawing. 2. Sill plates to be treated material, installed 518" inside foundation to allow for insulated sheathing, with foundation straps properly secured. 3. Install joist system per provided layout. 4. All joists to be crowned up with excessive crowns (3/8") thrown out or used for blocking. 5. All joists to be toe-nailed into sill plates and beam plate with (3) 8d nails at each end and laps nailed. 6. Bridging to be installed (properly separated where crossed) with (4) nails each and kept above bottom of joists. 7. Solid blocking to be installed above all bearing prints (beams or bearing walls) except where cantilevered over. 8. Subflcor adhesive to be applied at the rate of (1) 32 oz. tube per two sheets of subflocr. 9. Subflocr to be glued with both surfaces clean and nailed per nail ing schedule one sheet at a time. 10. All joints, both T&G and butt, to be glued. Butt joints to be blocked from below. Basement Stairs 1. Maximum rise to be 8-1/4". Minimum effective tread to be 9" (see diagram). 2. Install treads with (3) 16d nails per side through stringer. 3. Install stairs with (3) 16d nails per side through stringer into floor system. 4. If stairwell has sidewalls, nail stringer into each stud with 7/16" shim between from underside of stairs. 5. Minimum headroom from top of stringer to any obstruction is 6'-8". 61 Check treads for level. 7. Stairs to be hung from floor system with (4) 2X4'S in winter (if no basement floor). 8. Install (2) 2x4's per side of basement stairs without sidewalls, one at bottom and one approximately 4' back from handrail mounting. Exterior Walls I. All exterior walls to be studded 16" O.C. with double top plate (all 2 story houses with walkout basements to be 12" O.C.). 2. Headers to be size indicated on print or chart, with solid 1/2" plywood in middle. 3. All walls to be square and plumb. 4. All exterior walls to have diagonal wind bracing installed at corners or t-ply if window or door openings are too close to corner. 5. Sight all studs and put bows the same way. 6. Exterior wall corners to be 3 stud as diagram. 7. Window rough openings to be per supervisor's direction. 8. All sheathing to be installed with cap nails at perimeter 12" O.C. (stapling permitted in field only). g. All sheathing vertical butt joints to break on studs. 10. All sheathing joints or breaks to be taped. Holes are to be filled and taped. 11. Fireplace openings per detail. 12. Garage door openings to be correct size, square and per detail. 2 13, A continuous bead of clue to be applied at all bottom plates to subfloor. Windows and Doors 1. All windows to be set per manufacturer's instructions, plumb and square with exterior nailing flange taped. 2. All wood windows to have 1/2" inside revealed for drywall. 3. All doors to have aluminum flashing underneath. 4. All doors to be set plumb, with a 1/2" reveal to inside for dr?-wall, shimmed at 3 places on each side jamb and nailed with 16d galvanized casing nails, and install long screws provided for top hinge. 5. Doors shall be checked for square by checking for even margin between door and jambs along top and sides. 6. On aluminum windows, sills to be set in glue with 1-1/2" projecting into room. Window side of sill to be stuffed with sill sealer before installation. Roof Svstem i. Set trusses Der truss layout. 2. All trusses and rafters to be nailed per nailing schedule. 3. Gable ends and trusses to be braced per the manufacturer's instructions. 4. Install la4 catwalk abode ceiling joist full lencth of roof system. 5. Roof sheathing to be installed with H-clips (1 per each bay1. 6. Roof deckina to have a 1-1/2" to 2" gap at peak for ridge vent. 7. Truss tails to be aligned and straiahtened before 1x.6 subfascia is installed. 8. 2x6 blockina is reuuired between studs at roof lines to allow for installation of step flashing. S. Blockinc is required between studs at ceiling lines of cathedral and vaulted ceiling for fireblockina. Interior Walls 11 All interior wall studs to be 16" O.C. and stacked over and under floor joists where possible. 2. Sight studs and put bows the same way. 3. Install (3) flat cross blocks between exterior wall studs where interior walls intersect (see detail). 4. Install 2x4 flat hlocking between trusses every 24" over interior partitions fsee detail). 5. Door headers on non-load bearing walls can 2x4- 6. Door headers on load bearing walls to be 2x6. 7, Medicine cabinet rough-in to be 14" wide and 18" high. Top of rough-in to be 72" AFF and rough-in to be no closer than 3" from inside corner. a. Bottom plate of interior walls that run perpendicular to floor joists are to be nailed into joists only. Walls parallel to joist are to be nailed into 2x4 flat blocking under subfloor every 24". Stairs 1. Set stairs with treads level. 3 2. Shim 1/2" each side and nail into every sidewall stud from underneath treads. 3. Install 2x4 flat blocking on bottom side of all finished stairs at every other tread bay. Completion 1. All inside corners at walls and ceilings to be checked for drywall nailers. 2. Install 2x4 blocking for handrails and shower doors. 3. Install 22-1/2"x30" attic access per plan and wrap with 12" plywood rips. 4. 2°8 Drapery blocks to be installed at each window, centered on top oc the window and out 12" from each window. 6. Tub deck, if required, to be installed per drawing. 7. Install 2x6 garage door bucks (3/4" into opening with torsion bar block per drawing. 8. Install kitchen cabinet bulkheads, if required (proper length x14" deep and 85" above subfloor if vinyl, 85-1/2" if tile or wood. 9. Any masonry fireplace openings or broken or backordered doer or window openings to be covered with t-ply scraps. le '.ing or plywood rips to be installed at dropped ceilings, __:'eads and stair rake ceilings. 11. All cantilevers and overhangs to be covered with t-ply. 12. All chases to be covered with plywood caps. 13. All cathedral and vaulted ceilings to have fan blocks in center of room. 14. Install garage step. Cleanup 1. House and basement shall be left broom clean, with' debris removed from crawl. 2. All debris to be placed in one pile in front yard in trash basket (located by supervisor). 3. All good material is to be stacked neatly in garage on floor next to outside wall if floor is poured. If floor is not poured, material is to be placed on a rack built on the outside wail. Subcontractor will be expected to make one return trip to house at supervisor's request to complete and perform punchout. Areas of Critical Dimensions! 1. All cabinets, vanities and taps 2. All window and door rough-ins 3. Tub and shower area 4. Vinyl floor areas for squareness and flatness Subcontractor M/I Schottenstein Homes, Inc. Date. Datet 4 N M/6 HOPES Irnllw; ].,II, lFriF[wI AriGS Ac)Fk ulc I'.m?tii.rl; `III L' 195 6ldiauapnlis, Indivrr 4u2i0 i I; 254-Oj}fi 1712 51-0141 C?Grur6.rt/Curdrreruli, (1J»o rirdiurra 6ulkwalro4u, 7irnrlxr 1frnYllrlurr,lr;%A't>! i'rr 5a !freclr. idnru(n GYerr!olli r!ta,er :G %•Jrlb l ttroaJda Ir?urri,r,?ro,r, oe- HALLHARK, HALLMARK REGENCY & SHOWCASE SERIES STANDARD DRYWALL SPECIFICATIONS The Drywall Subcontractor understands and agrees that his base price for each of the Standard Model Plans includes all labor. idaterials, insurance, tools, equipment and taxes necessary to complete all drywall stocking, hanging, finishing and ceiling texturing in a prompt, competent and workmanlike manner including the following: 1. All drywall to be 1/2" regular except as follows: A. Water resistant (WR) board around all tubs and showers. B. All 2' 0" O.C. 'trusses or :Rafters to have 5/5" All ceilings to receive a "Light Lauh" textUr (h):eept garage ceilings in Hallmark Series 6:odels). 3. All raised, vaulted and/or cathedral ceilings and arches and as shown on standard model plans {Excluding oPticnal anal/or eixtra items. 4. All scraping and sweeping of floors and hauling away of all related waste and debris from job site. 5.Al1 final touch-up and punch-out work including I year warranty inspection and punch-out (Including nail pops, settlir;o_ cracks and tape and/or texture defects). 6. Standard garage work shall be as follows: A. Hallmark Series Garages-all common walls and ceilings to to drywalled and fire taped only. B. Hallmark Regency & Showcase Series Garages-all walls are to be drywalled, taped and finished and all ceilings to be drywalled, taped and textured. Drywall subcontractor By: Date: Ctuis Chennall, PE Rassaich and Dealpn 3 Enalan Oval, Suite 220 a Ooiumt) a, Oh 43210 Phone 914.41a.acaa FaxY 616.4! &8373 Fvc Th: ran: Frans: Ps®®e: 3 Phonal ' Rater 2ftx2002 R®- Discontinuous 5;11 Plate fletaif CC: ? Urgent X Poe Yaur Us® ? Please Comment O Plowe lfil ? Please RaCyCte Cave: Please find attached two details for the discontinuous sill plate condition. These details provide for load transfer across a break In the sill plate. AwOrding to the 2000 Indiana Realdenfial Code, Bechar R403,1.6 requires W' diameter anchor bout within 12' of sash break In the all] plate section. This stipulation Is so that shear wall forces and uplift reslstanos aan be controlled. I have deslgned the new details so that the ails plate connracton9 wit adequately transfer both shear wall forces and uplift across the siil plate as required so teat the "shear wale section can sot together dispersing the loads to the typical anchor bolts or manulaclurod sill connector. II you have any questions or comments please feet free to contact me. Chris Channell NRIL ADJACENT END STJDS IN PRE-FABRICATED WALL PANEL CONSTRUCTION WITH lEd NAILS AT E" O.C. STAGGERED. TYPICAL AT ALL DISCONTINUOUS SILL PLATE SECTIONS. PROVIDE 1 1/4"x12"x18 OR. STEEL PLATE W/ 9-10d NAILS EACH END OF PLRTE (TOTAL 6 NRILS) AT EACH BREAK IN SILL PLATE SECTION. PLATE TO 8E INSTALLED ON INTERIOR AND EXTERIOR FACE OF SILL PLATE. NAIL HOLES TO BE PRE-DRILLED. (SIMP50N 0518 COILED STRAP CUT TO LENGTH IS ACCEPTABLE). STUD WALL, TYPICAL SILL PLRTE SILL /ov J. ?'otiF °' olot ` ACHITE014 DISCONTINUOUS SILL PLATE DETRI 3/4"=1r-0" G PRE-FRBRICRTED WRLL PRNEL CONSTRUCTION II S TrTE?TS'TEI I ?®ME II?T( RESEARCH & DESIGN DEPT. DATE: _ _ CO SHEET: 5 3 EASTON OVAL, SUITE 220 DESIGNER t4 ff"A tl COLUMBUS, OHIO 43219 LOCATION; sn"s, irr L STUD ALL, TTPICRL COMM OVER PLRTE EDGE RT TF PROVIDR STEEL NRIL5 E {TOTAL BRERK PLRTE AND EX NRIL NC l5IMP50 LENGTP SILL PLATE SILL r rwYa.W, 00 1 DISCONTINUOUS SILL PLATE DETAIL sz 3/441j=11-011 CONVENTIONAL WALL FRAMING CONSTRUCTION M/I SCHOTTE STEIN HOMES, INC RESEARCH & DESIGN DEPT. DRTC: 2--6 _o Z SHEET: S_2 3 EASTON OVAL, SUITE 220 DESIGNER: COLUMBUS, OHIO 43219 LOCATIGN: ?jrDrv,vaPaus_ in+ C mss; M? IN lilt1,lacu...r r Ui ?`i C` u U,c MDU and MpUC 1•"r all Ll,c clc rurnuta clici 10 , Our M1a).Serics I'ircPlacet I,, •Linl; firr il gcdlCr to C"C you big, food. 'IIactive accs at a cost plat makes ,bail eve n more ... J?c c you can raise rile value Isl' your home nil IU,vtr it c at the !ante lilac. • The A DU Scries"Ts UcsiZ;ucc( to Stye from Top to Bottom. Cycrydlin • about our MD n,?ct K9,ur ncc' I- And tare on your bottotnllI'cd to t.rmsi cl these 661t•in builder fcarilre:; inc. larger Inch radiant Pinr6ax. A •12• modrls. vailable in 36• and • fully ltcfractory•Lined with Iealirtic firebrick inlpntlt for durability and tutJlcnticily. • 'I:f1?acted l'ircbUa SIJvj ror Glemrr rcllcrtion nr I:ntra+,t liras: SPaee•Savini; Detigls for quiet; and carp ins allUUff My"ellrre, tallation • )iuiit-LI flue Dvnperfor reducing hunk belt Jws hrn Grcplact is not med. Illack 1YirenIctil Pirucrecq to prr,tccr Iloor loan *Parks. • O.ISkcr Grale lu sullptsrt furl fur aJc(luaic ° ,unlbu3ti0n air. • l.o$lighter Access widt knockout on I)OL11 sides for r 1'uonal aPPlicadons. • t.llldcr%vntcrs Laboratorica Lirtc,l and 1`•lICII rur sali.fy, , '.inlitcd Wnrrnnty anJ 30•1tca 1'rut:c.lirsn L'l:nt 1„r quality and dcpCnslability, r lBU/1bU}UC Tircplacc SpccilicaLions: M sy .,. ,. m µata l .. ' •w 1.1•p.? 4' Vl %-OSL And 01tr-A2DUC Ollcrs 1?dditioili) comfort. Yon 'l/ find Lice cat of Uic M it UC is , sulall so Pay when the added vslt.i: er hear circulation is required. it has &H the Wit-in fcarurd roses: advantages or the MOU w- artregicuvc an and cs drat caalln ow mean room a cztra ir Jl sales. ew. amend the Arcbox.,'nse.erfn . You'll Salve on Options, To., ' IIGI) Series Ternpergd 13"lulrl Aoors.offcr a dear-vim of dtc fire std reduce flue heat loss. ° DUASO Outside AlrYjt Provide a constatlt no, ofouuidc combustion air to scaled hornet. the firebox for 6.1m; UL9e Dt1a1 roreed Air Parrs (10,111, A, II UC rally) tlistribu n1„11 te a consent fluty ul'air aruulrtl life heat exC11811 it atsrI etL unce room conslbrt. lsrsulaterl onst . ctlon In the MIJU36i and MBUC36i, hLdiy insulatecl unit rctluccs cUlrl air transfer in NortJtrrn climates. . •1' IC M.1;cslic SFICC tusll Cos(.-S,I Vitl - Chillule r 1, The MDU-Suries Icltzpp?3r iyare,dcsisncrl to utilise our kit expensive ° 0' double waD a $K° chimney `ayrtetn. 'llle pslern tee?wres MA-itich rtearanee rn cundsrrstiblrs and is suits Ilm ollatiuu it si bfe for 1G-inch U.411111111., seetj nyslc with"iu ?nnl. 1r,Lc•ncer 1,ip411111111., c ons uId eibowt. The system, oniu a ch contemporary or chase termination cops. oice "or AR ce r ? ?Si•F tiU?i' ..e sF_r 28 02 04:Ilp HRQueSt TYPICAL O° PLAIN C CRETE 13ASEMENT WALL WESER CONCRETE CONSTRUCTION, lNC• AM 18,.2= _, Na. 70 sra?s aF ?zz e C el.wa?e ;a+ a •? e` 0.. !' l- - .._..2.11-?'t•__.._. .? OYtY?'y VAPDz r5- >u?eun,w?,? Slab vied GAS Ca??t SIA b e- e .5? rmy-on ,Puff ?a.ofd rJ J b^ F.' n ? a • o? i a 'I ca 6hv?a ?r . Ale, - K-F, X /O ftne?rar ?c ?•s •f'?i-G /yJax t ?rarrr ?GrAGl3 G wc:e-a fe. SpO pa/ o ?C-M 4-,90/J 11"ie . ?0.?7' tl ua u s S-/ - 3000 )95,t Co4Cl?°? 3OQD?'•?' ?I IM/I HOMES T-r bridge-C g? Standard ?MIGGLZ99 I 1 Truss TYRO C1y Pn MI1Cembd?elCR T Si r]i . Job MIC:,LZ93 P3 WP 3 1 Jos P.Ef&'M? 4orial] ].003 s Nay' 29 29W hhTHC IOOastrie>, trc. Fn DG 1914'06:.A 2047 Page 1 51oCk D•1J6ng S, s'Pw Fmmdm IN 44131 .411 &5-13 10?-2 15-9.0 20-9-15 27$-7 34-6-15 di-11-0 0-11-0 5-5-13 5-2-5 5-0.15 5-0_55 6-10-8 8.10-8 dap trtjsS see 74-1 Drop he Et ontal top'6o(d 1.15 notes 11 12 se u7zc- below. s>,a MT2c- 3d MI2G= i.o3 D S F 1 52M I 4U.Pa ]2 ]?<Mttaff G C - Frosit House 5m MtJaa 3xd Mr3o II t^n N 3 I , a A f 56M 2G- O N M 1 K a 45 MTn= 3xS l4I%A= Sataurm= 3x5 MM= 3rd MT10- 3x10 lo-3-2 20-9-15 31-1.15 41-11-0 IM-2 70.1-13 1440 10-9-1 Plate oEfad3 0 o-3-00-2.1 G403-34', :0-L3 P3+1 I'at-3 e LOADING {ps7 `cleft vd 2 -6 yI+ACING 0 cm 079 VLj a.29 ?F3 '999 246 PLATES GIMP MT20 244H90 TCII 23.0 1 .15 P9a'n In^ve3se I >?56 15 BC 0% VeriMJ -O.53 -J 180 ^=. 1 TCDL 50.3 BCLL 0? . U srlnr+ R ReP p Stress hat 1'ES we 054 HPrJ((la 0.10 1 Na W. ydeght 2751b SCDL 60 Cade IRC2003liP12U32 M•atrbd LUM9FR BRACING en3v itr-45. TOP CHORD stnawralW d511°.mhinO d`"ealfy WPW.3-6-5 oC warns. el-W . TOP CHORD 2X4SWFk.t and 2J}0 a pmdns 1`5 4-1 max.)- M-F N0.1 BOP CHORD 2 X 4 S BUT CHOW RlgN ce`.5ng dlre'-'trf• 6011e w7060 x bradng. WEBS 2 X 4 SW N.1'Essepf SW S N32 X 4 SW No.2, Wa 2 X 451'P 7` 2. Vr'92 X 4 SW NG 3, W, 2 X 45T'P No 3 WEBS 1Rax al nNd?t E.N, E-L, GL. GO V22 X 4Mr Na.2 REACTIONS (Wrs¢6) I=1591iMechmxtstr. C-155noa-6 HGgC=25YCC MaxAull ,Ta(-t75(LC T1, i, 0=153(LC B) FMCES fib}-AFexlmum COngxess]oMMapmlAn Tensirn E-F=13G2J. F-G=1443/363, G-H=23r12%42k. fE1=255BI4O7, &EK-2731158 PE=S7]f319 73E35 S , . F TOP CHORD A-B=W42. B-C=17145. G ROT C1tDRD M-O 1W!875, r N=8711202, L-M=87A20A K-L=14111713, 1-K- 14111719•!-J=27fffin37 FLJ=384M3, C.O--1484f167 GJ=7W512 G-C=64G227 L=66W27 F C4 , . . . - wpas Gft-921253,D-N=11&462,E-f4=645ftee.E-L=76M NOTES (412) _ 1)IJnbaWW`W ra 31m had. have been oonsidaed foe NO dMi9n Ole]rer Opsh B L=6 SC b=? 1 o b ?tu : 1 . .OL-1 7)415ntl: ASCU ] 11; :}rJ3 WL s mY : bersefld fM - S• fOV MWFRS f dlPed fv C-C is p OOL==1.60. This CL95 kfl and right exposed; Lumber l]DOL=1.60 pale op sp--?M 3)ProWke adMM. drainage fo prs,.Wd water pondilg. `\\\11111 1Jl}r} t)This. CusSI bean da.fgried W a 10.0 psf baibnt Wwd wa kah nomm?usfeni W6th any odse; E,e beds. l\ HEr JJ! 5) i zdei (a *der(s) for d'llb4 W W m r.....kns. •1?`' ••-rYt?A_?if? ??\ Pmvcie landarEpNS!7R1 5 n 1 1 1 p 1 - ? 3) ?( B . `a Q ) d WeMr u e 1 end R 2.102 8502. 1 '•Y.J; ? ag ResFNttG'd"diwrs ? ?/_`'+(,\S`j Epjh.O UIe2003 k?fem w ,Ah Thisbuss rs d95B7y?mxGON 7) ae TO Yd 2-l Od mais be ? i . u 9) Deslg n assumes 4 aMat ahe14e1im) pWllns al oc sparsgiWkaled, fast e1 MMTa to Praeent Ienerar m eTeM d the "2 If as braeed members bucMe r ft. same dIRCOM. Sea BG5p1 ? QC?:: QE l I b e K conOnd0.`s lal" b? =$ d 5 dad6]g Coawmerd 5a1ety I,Wma8m and hLwE q desgnel re w s. _ } ` 19 i _ TbeseaWIN$*WAgindlcatesaCmp dlestmsl6 sdelyfarthebTm, mpssrt]simwn.Thesultab*tienduseolnhlatnsssmnponenlfor®1y _ {SID. ' 9764 t?Z &U AN5 / I . p 1 . _ X partirdar buBCm9 is lheresPonsl6SdY aQathers as eldlGaled h(*hullmng sadsrelesanaed bassdasignsF =n , 10d nailsea0'xT- 41 Cuss IC each purrmWM(3) IM nals. Inslalfdia3enal. 'v (2 Al } l . 4 abasebuss Na?. m bass tmse a 11)Ap*2r4PL4.24'a.c Ph ?A.??aFl ?J = rd in Bap ar®pa RCSFI DUWI ,.g COmp."Safely tnf..tm for Other types al b2:ing arM bAlding llat to ' ; - S p to ba8om or base Mass brec clg x146 4"tleg. t,r 1 xr sg?rda. z, P '\ )fi p ? "?` ? ' n) ' • -? 12) Far cap hugs *-K;4r see dra (s) CA, CB. I LO CICASE(S) Ster:dard JJrr \i6ll tl If 11 ?pCT 1 g 24fl1 TI0557}pe Qry P9 h1PCsmCr1d4e1Ca T ? nrSS h4CW199 A4 y1P 1 1 .4t Reference M 7.OD0 s M;ay 292007 hgrek Irdustles, Inc- Pii Cd 19 14:M;a82007 Page 1 Stott: BwMKq Supp$. FrenW N 451,11 23-B-3 25.11.6 35-8-7 4111-D B-8-2 16-2-3 t1 45-13 5-2-9 633 5-9-0 7_6-1 s.-a,c?t7o. 0.11.4 b-643 4-2-5 78-1 Ln]c= ex7 MT2nc a.lrtzau Drop horizontal op chord 1-lAu l2 o F 3„4 MTY? ? Mme' 10 dd t] G G ws 'm Pronl of House sz4 Mil) I L4 M720// f R ? B A W I I E _ la t ' eMRJ O N M L K J P "v9 N72G= 3M MTSb= 3z4 MTis= 3n M'r2L= 3611T20= 3KP MSID= 2>56rr2e= 843.2 16-2-3 231-0-3 32-6-13 b9-11.0 e-8-2 7-66-1 7-6.1 8-10-10 -3 Plate Offsets :t ?3-0.Q2d. :0.4-1DE G64-0G .b1-S.E e ( LORDING Ps@ SPACING 2#J OEFL m aw) Vda Lrd CSI -0 15 1-J 9S6 240 52 PLATES amp MT20 2441180 TOLL 2D.o ' Plates btclease '.15 e 1 15 k TC 0 BC 0.49 Ved(FL) -0.37 1-J x090 160 TOOL 14.0 RCLL O D . ncseas Lw+iber Rep ShBeekla YES iW 062 Har4xT 0.10 I Na rda ' W qnl 2761b , BCDL 8.0 Cade IRC2WWTr'12002 a) (h1aV LUMBER BRACING TC3P CI-IGRD StraW?sl x'eod #' knD S,Teoby aR,nfled or3&12 oc fwrlins, emepl ars >/erti,?s, LSIMUM ead 2.C.0 oc p:afuzs (${}l2 :nac7l PF. CHORC 2X48YP Nc1 BOT CHORD 2 X 4 SYP No.S 13DT CHORD Rl(idceRng d'+e?MY eppfw_d w 160.(r M bM*9. WA BD'yC 'Esrepl' 2 X 4 SW Nol V.92 X43YP No.2, WIU 2 X 4 SYP W.2 WEBS 1ROw al mHPt 40, D-h1. Ems!. P-M, GL, GP W62 X 45YP W 2 - . W32 X 4VP N02, M 2 X 4 SYP Ne.3, N22 X4 SYP Nut REACTIOMS pbla¢e) l=15YilINecltarecal, P=1567JQ3S Ma HcrcP=225(LC 41 M OPlild=l sexc 7), P=1431146} FORCES Qb)- Max+trMm CaPP?sl Namre-Tend.,, EFz44dOrg76,F-G-1798Yd9T,G-F2377r426, 1-FI-26D61416, 6P=23D1142 1}E=tMMT6 732fl338 ' . , +- TOPCHORO A-B=N4T, B-C=id21128,GD aaT CHORD Od 189 605. N 0=17[Yd?1, M N Y7D583, 4 A=? 476, K-1=18 Ntd03, J K-164 1543, I-J=2912185 1+.?3161152.-%P=td90i779 GJ^54/426 L-541H93 G ' ` , , - -B +J325. NEES G0=1131!405,D-O=26?/t56, 7A1=79C>?Z. EM=507810, F-M=20N135, F-! NOTES ( lo) 1) Unbalanced reef We loads have been consWerW ter this design IF, E<p B; Enclasptl', MO?fl5 gebleend xale antl GC Extedoh2l toes: rar.]i'svr. BGCL= ' Celegwy TCDL=6 54 PW- ; a 7-0O; 9pn1pN; h=2 2) 60 Rtala 9dP DOL?1e,%W.&7. Tlrs iPlss rs desItned for GC 1w menders and tortes, and for MWFRS for reactions mbe: DOL=1 d L Wit . VeP, and right dgM expose : u 3) PmHde adec:rale dralnege w Prey eater pwrdn9. Pas been designed fw a 10,0 psf boll" d=d INC loed nonwnr+lmen'. wet', a other five loads_ t TM s oss Q 5) Refs w a Wa(s) ig bum to 1886 =neclwn5, eDfe of wahs€atdm9 16610 tIP81t m l a1d 143 ib uPl'AE e1 pint P, chvrirel epfinecBan NY ahem) a lv s to 1,06FI g Plate mp -l standard FNSVTPI t. id f w P e me - S) rov "`1411!111!€7!lf7ff' 7) True tvss is*e Ived e, arxordenrE Sd Ora 2"N4ttnalb3alR-dental Code s-00s R502.11112nd 8832 .10.2 and te als 1 0d ' , , P E} Oesfgn assmnas 4.2 (flat ane:dafion) PALM at oc sPading krdraSBd, fastened M lt. S 7C wf 2- Xl1x?L, HON. Ser?rfmvementaft brace Kell bre^e mete m bWk H, Me sam4 dfie r. See 9C81-1 l3 a,, ` a S}.W SOnlinuous lateral Maces n£rsl1>e resfidlnedbpreuen 9 re¢dmr'znls. T i matloA end Elad'ep desina 4„ ' i ?' ' ?? r or Ir C! a 9s 1N55 cam?drr2. OrnldlrW Ca:ipartnt 56felY J ? \ \ .'K'nl sttowfl. Tile 5tr11.??fir and us8 of L lsdrawinBfidllcalas axapIMw of -Pw-HlbhYa!b fof the Wb6 er 2 Y,40 F? P lt U Tt l _ J w-sea on i tapt 90} Lhe resoonslbNitye!elherss&AicaledM the b?dldinp code relerenxd truaa design s?a+de=d A145VFP i -b - = s ps.4tWa b ng z No. LOAD CasE(s) Standard r?y91D4t9 sWE OF frfftlr,,.. \ OCT 19 2007 Tess Tr ss Type CM Ply ry{[t0emaiidg91C11 Jet MIGGLZ94 AB GABLE 1 t J?Refaen? oav 7.01C 5 May 29 2007 MTek Induchi¢s, Mc. Fn OG 4914M:4i 2C-07 Pale t Stxb Bubair+g S+Wp1Y. Frjn in 48131 26-6.6 41-t i-0 11rd 6-8-2 151,-8 0-i14 6-6-2 19-10-6 smb=1:74 ©rop horizorllal top chord 1-15 5>6 M720/l 5 c MTtD 5i0MRJ= G H 1 J K L M N O P D R S T U V .D1f2 '.V x isaa 12 F a Y E Z 7x6 LiT2a-- U AA Al! AC p ? S p AD 6 1 AE A e I E 3 4 AF I 5 AG Aa is SA eL IX W 91 w 9G sF 0F61JeC as EA AE AY Ax AW AV AU AT SAS A9 AQ AP 40 AN AM ?+1- AR iyAl MTZ0.= 80 sN s MT29= 41-11-0 41-it-0 Plate DMsels G:b1-1342 :D-0-0.434. 0.7- ri.b34 D1 C51 DEFL in Qocj MA LM MATpB GRIP !TCDL NG(Ps4) SPPCING 2-0.0 Vert(LL} ,6.pp A Nr 120 NmA 244M 90 20.0 Plbtesin:r a 1,15 TO US VeN(Tl.) A.O A N1 90 100, c eC 0.04 } Crj.) om AH eve nla Rp 51ra§f Ina WerahC 44o W 8.0 Code IRC2QU+TP12002 EMa?w) LUMBER BRACING asd a 6-0•D ac pwfms, excep! end =ediml9, L IOP UMBER C GHORD 2X45Y? Nat TOP CHORD SVUdur-a'+"'°ad slleetlltrg ?rECtly °'""p BOP MRD 2X4$YPW and 2.00 m P?1s (fi00 mat,): av. Nml BGT CHORD Ri91d milin9 ddeWy aWnl er 6.00 sc srm q - vxzS 2 X 4 SY'P N0.3 mot t A.= rnw V-AS, U.jl 7-AV, S-AW, RaV4 O-AY,?-AZ, D9Py N43E OTHERS 2 X 4 gyp No.2 sx<ppI• WBC, L-BE, KJBF, J-HG, I-9H, H-BI. GBJ, W-AR 5722 X 4 SYP No.9, 5T1 2 X 4 SYP Nu31 SF11 2 X 4 6YP No 3 ST122 X 4 SYP No.3, ST 132 X 45YP No. 3. ST142 X 4 SYP NO-3 $775 2X4 SYP Nw3, ST`6 Z X 4 6YP N,3, $T17 2X4 SYP No 3 RFili:l10115 (bis¢e) BO=12114&11-0 , AS=97!61-11-L0 A1k91141-11-0, AV= 4111-01 AV?=9 614 3-1 1-0, Ax?5td1-11-0. AY'?85/9117-0, AZ?5f4T-1i-0. By-95141-11 G4 BB=tG2741 11-0. HC=mat-11-0.8E=91147-1t-0, 8F=96'41-11-0. BGsSS741-11-0, 84=99/44.71{1, BP=W41-11X, AP=97141 11-0, Ao--&5141 i1 t-U.AN=96/4t41t lIBAM=96t4F11-091k 55141 ?5"=A. AK-'991411 711-0, A.?5 11 A, PJ=1di N4111?A IJaz H,,R0=167(LC 4) M. UPTmBG=63(LC 6), AS-1 Z(LC 4). AU- MLC 4). Av=25(LC 5), AMA22(LC 4). AX= 73{!C 41. AV=23(LC 4). AZ=23(LC 5), 9A= BB=27(LC 4), BG=2fi(LC 5)1 BE=23(LC-4), SF-23(LC N. BG-23(LC 5). EH=27{LC 5).81=PIJLC 4). BK=16(LC 6). BL=52(1-C 6) . BM=-S%LC 6), ESk-95(LC 51, AH=65(LC 5), AR- 17(LC 7), AQ=31(LC 7). APF-30(LC 7), Ao-29(LG T. AN'-3Q(!C 7A AM--00(LC 7), AL-29(LC 7). AK=-30(LC 7). A3=25(LC )• At--4i (LC 71 Al ac GravBO=121(lL 1), AS?/0.G t), A€P92(LC 701. A'!=3!(LC 101 0.W=B6(LC 11). Ax=861LC 11. AY?SQC 10). AZ=93[E.C 1M. BA=95(LC f0) 8B=102(LC 1). BCmMLC 10), 9P`91(EC 1J• 9F=96(LC t0), BG'96(LC 10).3#1-96(LC 11), 9F-?9(LG tl), 8.1=tUi(LC 6T, e????iq;eL=se(LC?tc B At-ss(LC i1? ?-9s('-cil?jjAr=ai(ZCi).Al--1a?(?LC ij nc=ss(LC 11). rr=97(LC 111, no?JS(Lc FORCES (Ib)-Mapmum Canpreaswxr44m1rmun Tenbiw ct r A' TOP CHORD HBO=117195, A-B=O'42, &C=91112. C-Dk-21/1 04, D,F- Z2!147, E-R-22J19a, F-0 -21izml G-H=-WiDc H-1=71589. W=IJ16$, 7-K-M 89, t11`111111 .II2j K-L=1f.69, L-6 1!169.A7-F4=WC9,N-O-Ulau,0.a=4189,P-Q=DM439,0-R-008x. RS-OH89, ST=dMT-V-DI7119,"=U190, VTY f-{ N I2 µW?-19207.4Y-X=-281496.X•Y=ddi76.Y-Z=?"r'15B,2?A'-83+td=, Aq{?B=987147.AP.AC=70L140,AGAD=120x49, AQAE=13SM52. ??? [ i AE-AF=1S&154.AF-AG=-175/156, AGAfl=2ME3 9d-BK=1361160.61-BJ=136!179, BF481=73rY779.BGBH=-13Q'179 -C'<:?115TE?F''?.f BCTGIDRD BN-BO=1361160,BD4-914=1361160.8!-BM.-1361tE0.HK-BL=i38M80,?BC-13£!180, BAbB=1357380. AZ-0A=13SISBD, ?Q;yt' 1 BF-BG=1961176, BE-9F =9361179. BP-8E=13G+4F: BGlt961179, NO. '.357180. AVAN1=13Y180. AV4A0 ]3&180, A"bAN'136+180 13 AY4S1-t3&1)180780.AAQ-ARAR-= 1336113fJ180.ARAP-W(A0== AK,A . A1-AN 3N160. '• ?t31 U419 •! 136+1?0, -136^;16H 6J, AK-AAL.l-113677 W, A;-AK=136!160. Al-A3=136'480, AFFAI,W'-1380 f yVBgS V-A5--B7121, U-ALT AV=41,M8, F AW--aor52: R-AX=-0a32, O-Ar=aorsz, P.p,7:?a'3z, e-BA-7697, k-aB=-a5IJ6, wecl?0rd6. S?'RT? OF L-HE-7KGZ K-BF=8037, J-BG=-S6"-3. 1-BH=61M H-63--6231.68!1-9616. F-SK: DY25. E-BL=-81160. D-EM=62154, GBN=6rd4E, A r , 'N-AR= A7, X-AG=79141, Y-M=-61/40, Z-A0=79.139,AA-AN=80139, AC-PlA=-80>39.A6AL=6].39. AE AK?2/40.AF-A.1=7M ?i /? f p(R?.•'r? cA AG-N=56664 AG 4' ,`•• . • s4, NGTES (12--p AAa'f2d? 1N11 WA1YY?`1 11110 t) Unhaiancod tot{ qua roads bave been m+ri dcV C for ft design. n; 6JJ 2)wnd:ASC6741r,somW+;lrzsfl;TCGL=B.oPStBCUL`s.epM;cale9'orr EmB;erx7osed;nr77FRS9aweeadzoneandCLr?tergnY2lz°re:oanulawer left and rot emased ; L:urver DDL=1.80 Plal4 grip DDL=S.BD,'ftds =USS rs des+9ned for GC for menbel5 end (woes, aM fx' MVuFR51or r®d'?ats 3)Tn?s dasignedtor wend lpeds'se Ne Pk-ne of p+e buss wdY. For studs e?osed m+M+xi(rmrmal fe Tta !anal. see BC511 a+rd bu4ortg daslgner m+µA+Efnaats, OCT ? 9?12l?T 4) Pmvid9 adepaale drainage to provw w vW paiding 5) This W ss:ms been destD ter a 10.0 mf bottom Chard Eve bed na ncv with w Y alha INe loads. i 6) A9 plaleb am 2x4 MT20 unless d cvhse (ndkated. - :=e51¢nxpdres mn5noous bodan cbo+d bearing. 6)Gs'JesWtlsspaedatl4 c, C: tlwcdan 2 7N6b (Truss Type Oly PYf MPCanbnlvff4C11 NKGLZ90 A8 GF6`?s' 1 t As Reta'elxe ?ioral T.3Fdy 292x07 LbTek lneus8ies. Lfc F:f LV 794-0Oa:-0i 2067 F03e2 filack E.4r7g S ,p*, FmMdMr iN M131 NOTES (12-13) g) ProrbJ¢ niecty?icel mnnectiun (7J oama} oT4uss ro Deanrp PIaE? capable of wlthstanda?9 16 i¢llP aljolM 00, 12 b uplA atpint.45, 221b uqM et joA AV, 2B Ib uP1'f al) nt AV. 231b uM et iAnI Al 23M up0a:ir,s-0AX, 23 pelpTCl aljriM AY, 231b upk9 etl a 23 upliftaiolM HA 2710 upNt atl 169, 2516 WuR etpmt BC, 23br?IMt e!pentBE 23Ntg8fl atlo-k BF, 23 AuplHl al pmtBG, 27 ®?,3in ? piirt t? 27 W vpGR at mint ar.1s 16 uprrft at;,xrn BK 52 ro w? ntplm sL. 3a w t? al pw BM, es ro atiant arc, ss m vprA>£tpma AN, 1T m e? a j«M AA, 21 ? upli? at i? AD, 3p ro adip s i?1Ar. z5 m upla allgM Ao, 30 l6 aplm ? i? AN, 30 m upBR ?iovn AM. 29 m uWM ?]oiM a., 3p lb up1'dt alimnt AK, zS lb aardt a1 i?nt AJ ene a7 n upHA el jMM fJ- 107 This aVS6 5 desipded ul9umidarse vviBr tl1E 29?3Inlenutfwra7 ResidenEd iode 6eLEpit'S 859211.1 mrd A8P2.10.2 ant PelerenCCd atandmd ANSVT?I i. 11) Desi;r iusu• I 4a'1(11a-' brreMaDOn) Purrs to spec+? e md, ?s,ee# n TO S0 b Dtl naps. 721 A.1 cnrAGrxus lateral bras mrsl De ieahZlned. to ?revent U fillW9ers; movemnt of a` Me fusoe H 9 braced naemws D'J[k/e in the same a@e0tlon. See BCSI-4 9ull&n8 CamvmeN Saley' urfan-reUon and brnleinp[esrgaef requiem fts 13)Thesealontesd2vinB ?tES aCC2P1e?IC5AfC5P?n53?1i1'S01llYter the 2NS5 GSTialRRt shJWrt. The sVAdbft and use al ft&tl 6 ?panefdfsrarq pisjb f MAdirrg is the re5p0ftSbWW sfo%f as f 6mW In Me buildivp rode rehlerrRtl buss de r standard ANB(TP3 1 chapter 2. LOAD CASKS) Seen 3m' E 3 I c ??tie? •'G?STEgFQ,,'ti? ?? 1; [19102+19 '• _ STAT E OF ' JS?t?7 ?!ND.ANA•'?j' J?/ ,1? Illnlllt` fi ? rrl !OCT49W ict Tryu Truss TYPe OIY m MTCembr>irpt?l1 1RCOL299 3V VAULT 7 1 J'.fL ReteRnLB oo' 7,030 5 May 292009 5bpek sttps6les, Lns. F. CG 1014UA9 200i l` 5,yd{ BtOfd[rg , F18nWln W 16131 -00ter 6-3-7 12-3-6 1"41 25-10-14 33-7-0 7-4-10 7-8-2 sus-cH 0-1114 6-3-7 5-11-15 6-2.14 4marne? E 7M12 50 0 10.06 +z wiMTW, 3 F c wa the 6xB MrN 1t 5+®Im" V110 V1p11 tie G" L K N W sfrisr 2x10 M2¢= 3A MT20? 9x4 MT1Ail 56 M12671 4x4 M1'2D= Vf1 d B M 4 4A W41, 3»t rfF2o 1 _ E-3_7 123-5 788? 25-t0-14 33-7-0 6-a-7 5-11-15 6.2-14 74-10 7-5,2 Plate DBSels :O-0 O U34 :036 o-z-0. :0-<-D 0.3-4 2 SPACING LOADING ? C61 G {OEFL w 1t.) Udell Lid 15 L-14 499 24C V nl(LLj .0 PLATES Sm 61T20 24 90 l4ttease 1 116 16 Pities 20 .0 rcl.L eese 1 76 b l 7.LU T BIG 9s9 . van(rl) 034 L-M >989 1B0 . ar ou rcDL 19.0 Lrr0 BCLL 00 Rep SMebstmcr YES WB 0.42 Hb2{TI-,1 426 F•: W. W. 1Nrgoi: 2080, BCUL 6D Code IRG20DYM12DO2 @1aMr0 LUMBER t1RACIN9 TOPCHORD SOachrdl woad sfleaGtinO dc'eAPGed or'}&f4acpwlns, ea?p!endvxrlWals. TOP CHARD 2 X 4Sn'P No.t DOT CHARD Rid asiGn§ SKa"..d'f appded oe 7-5-6 oe bracing. 007 GHORD 2 X 4 SYR NO1 'NEB.S 1 R. a rfool 6K, F-K L}E95 2X S .3'E2, W7 V13 2X)C45YP NO.2, W12Xd SYP N02, M2 X4 SYP N6.2. V222X95YP Na.2 W10 2 X4 SYP N0,2 REACTIONS 4bx,) N=1265/(F58, H=119744CManlw3 Mmc Nc42 ?353{LC S) 1 Max 11pf31N=t341LG 6), H=54917.0 5) FORCES pb)-Ma9rts'r CrnYtplessiorJhlegmum Twl610n I F-G=-760619? &N=7296364, G H=714`6849 ? E-F-F2Yd/336 7423367 _.. , . TOP CHORD "=0'42, B -2607l3I35, GO=2701f5B5, p .7-K=17b%e'40, 6..R-57H1290. F1-1=-78!IB2 Ki?lCd1946 5?/1237 L M=' OT tl ' . , s, - , i S61. Gd=t141102 BOTCHOR0 M-N=440V 6L=324741 g2? GK=11921445. E-K= 2561?OS0. F-K=39fi'166. F-F-?i775, 2-M=28fy C1` 44H61 GM=-0277124 . , WEBS NOTES (69) 1) Vn?alanced too`. see 3nads Have be4m considered 1erlhis dezYgr. ?. enclosed; M WrRS gable end 2orre and C-C 3=ieerwrlW 2a?e1 canldever Gefa014 G: F? BCD 60 SD l ! -0 d DOL 2)Vpnd:ASCc te O "h4s buss is des7gned for GC for merlbe+s and forxs, eM im hlVs`RS fa rascbm+s OL-'I1 60 =:?O 1 M . j p a 7 ; Lumber D Ot . . p P kRarrJd s P a gfd emosed Lu apecTied. 3) Thh Cuss has been tlesigned fw a 10.0 pii Ooeerr.:hwd Gve Wad nariconcnrra4rt Mil arty aNer IHe batls. 4)Refera p's&ils) Wr ugss M tress ocnoaCUOns. ? , al jao4s) N misblas p alkl to grain rolls, using AN66 i P11 angle to grain 1g la. Bud#ng di slg an shwa Velry of be iog swFace. olnl H i0 M 5 B b ) . ear M4 3 ) 6) Provpe mecbenical eOnryertiwt (by cd e ) of 1 s to belling plate capable a wphm!endlrrg 11,4 N Lis at Jsdrd N arml 1481 1 and FlM 102 and refew d siwozrd ANSUTPI 1. 11111 1 1 ri R502 . . ons 7) TNs W ss i6 designee In aowrdanu With the20M Inteme MO.Re..denliai Code sec I s\ 1? S) As cor4munas lateral braces M=ba reabsbuw W prevent pal" amvwem d ge br 9 as braced members bucks in the srsne 5rackm See BC811 st?tll il llv 7j ` MWlmalinn and bu&Gnd designarequremenis. d S f l [f m Q`` .F a e aa M `? (G . - ;r s2j BuMing Cartponat y Wdtcmes acoeplar>rs Of re5pdnsGlodI, sd* for the MUss=npwrent shwm. Thesu[IabAily and use ofMis wss aonworlen d wi }$El ? ng ra ? .ti..gA 9)The."athis y«:--,IBr bWldinB is Cre nsfypa5rpiby oF ethers as lMlraled in NebWldm9 ?deralerenced lm5s design slendartl AfO51RPI1dtepter2 ???`4??y LOADCASNS) Standard } 1J0. 5' = = 60910419 A - k STATE OF , ,,. ` , W ?.'lo... ...,? i nNlnlu. l7 OCT 19 W 5°EGIAL 1)-4 5.3-7 124-6 114 6.8-7 5-11-15 W.an 12 Sat M2D i D 5xs Milo j YJ4 C 5x4 LCr2D I3 Inn[ 2]i 6 n M bfdr MtZOi lOtl F2 65-2 7-3-6 7.7fi J6urnII Drop hodzonta; top chord 1-15 as Mi2D I€ <??_ E G VR 1VP wB m K J det ure0= 3t8 MS2D= 5rP M7N= H 2w Mr1b11 N aaM nII 6-3-7 72-3fi 76-B-S 26-0-0 33-7-0 B-3-? 5.11-15 6-5-2 7-3-8 7-7A PW1c Ofisels C'Od 043-4' 0:0-0-00. CSI OEFL in (Ix) lldea Uri PL4TE5 GRIP LOADING (PO SPACING 2-" TC O S9 Vad(LL) MT20 244!190 TOLL 20.0 Plates trcrease 1.15 . 99 BC 0 Van(PL) .0,36 L M >999 IN TML 10.0 Lurgb,, PKRase 1.15 . TI OB O Muz(r1a 0.25 H Na Na SCILL 0.0, Rep Sasia Incr YES . %Wgh+_2351b DCOL 6.0 Cotla 1RC2033/7PI2OD2 (M-leu) b a- LUMBER BRACING TOP CHpRO Sbucilaetwmd sMx§ning tllrectlYS?P1?a'v'?t4 pa pudins, e[cept grid vaticats. TOP CHORE, 2 X 4 SYP H0.1 er d 21-0 Us pudhs (5-M tn®(.): E.G. $YP No.1 BOTCH08C 2X DOT CHORD 16914 still" dw.Ily apyhed or 647 co hw g. 4 NDS 3. $YP WEBS 2X4 VP N ?W4 ' 2X45YP NO.3, W6 2X4 $VP NO -7 W4 2 X 46YP Ida,3 2 X o G-K 6K, E-1, F-1 Anita at ? . . VVS W6 2 X 4 4 5YP No, 1. W1 2 X 4 5YP 14e,3 im6 E1 -G REACTIONS Ibisize) H=119TSvkerh®»czl, N=1265eY66 Ni z Hu N=519(LC 5) . fAaz L)pM1H=239g,07). N=3(iC 6) FORGES (Ib)-Mazimarm (,ePlpressluNMaxintum TeroiW. TOPCHORB A-B?l42.&C-260irS93,60=2T01f/Sa.DE=19331582,E-P=-732277, Fv+?-730218,C-#t=515W341.6-N=12051403 i BOT CHORD M-N=64{4357, L-M=tO5512237, K-L?7BN193'e, J-K=94YA006. LJ=3dC1tO06. HA'-4120 WEes C-IA-IMME,, C-L=35!135.DL=47&1192, D K=t772L%2.E-K=-30 24,E-1= 17M52,F4-499n54. G-I=3WIET, e-N=MWS50 NOTES (1611) 1) OMaiansed hou 5 wds have been considered I- Into desiirl 2) W nd: ASCE 7-02:90wh: h= h.; TGBL-3 apsf; BCOL a: OWN" IL Fop B; erYdosetlMV1FR5. Os? end zone and C-C FJAedor(2} zone', v:tBever ten and fight esposN : Lwnber D?=1.60 PIe1¢ 9nP ?` -'7 e0. Th§ L-u58 ]s d¢Si$?d tar GC for members End Laces. eive wr MWFRB rw readrors 3) Pmlde ole drainage to prevent PM Pof= jmld oh ord live lase non? 11111 erry otnr 6vs bnds. 4) TKs TT.'s Ire so s h has been tleslPed fa a 10.0 0 ps7 bodbrn 5) Rioter b innda(s) for lnhss to ti connections. 6)Beanm9 atiaeu(s) N considers paraial to grain vmtre us4+8 FN$NiPllamJle [o grelr?fomula Palldvp resigner should veflfy:apagTy al beerhrg sarfa?. 7) PlaVldemechanical aonnernwi (bY o€hers)nfr &to beating Plate aaveNo of 1NYlflandul9239 huprlial}*A H and G31bupm a jplrt N. e) This arrin Is d2s9ned! in accordance N3fhfhe 2003 International Residential Casa a MS 8502.11.1 and riSC2.10.2 and referenced standard N45VTPf t. 9) Oeslgn as¢umes 4.'Q (Pat dfernatiwl) Funlns M x spacing indicates, last" to M. TG wi 2-10d nags. 10) PA oon9twrw%laleral breves nn w be Iestraina0 to Freverd la¢eral ,moveme.V d Vra brace 2 aB bri Csd members bu:lde in the same dheticsl. See WW Dultd1ng CornPi Gaiety Ydanaliom antils dAng daslgner regr'vemmts. -n) The seal an this bavArip I]anate6 acrWWOe m nvivemsbilly solely for trie in nm? design sl?su98bil' 5? ?2sswntPOfrard for e?' FBNoala* buBdcq is the responslbvily of OtMR as urrdrdat N Re buil?ng LOABCASE(9) StanJwd 11111110 t. H! 60910419 STATE OF OCT 19 2007 woc4z99 IW2 ISPECt4L - 11 &3J 12-3$ 16-E-8 25-3A 33-7-0 474-0 6-3-7 5-11-15 4-5-2 E-3-8 &7-0 4>a 1=011 prop horizontal top 00fd 1-15 ssE W20=- 44 M14 0- .an lr S vie = LOADING fpnf} SPACING 2-" TOLL W0 Pates p awSe 1.15 TOOL 100 Lumberln.Ra.^e 1.15 BCLL 0:0. Rep BVesS3. YES $CVL 6.0 Cade 1RC200317P12002 C51 TO 0,67 BC 0,40 WB 0.72 CEFL In (loc) Well LM Verl(LL) .015 L-M >999 Z40 Verl(TL) A.34 L-M '999 160 Hom(TL) 015 H rve Na PLATES GRIP r.nm 2441190 WeigRl: 223 Ib LUMJ3ER BRACING TOP CHORD Ans, excepl8nd verfiplE, sbaaNml wood s.w thLng dlrer]ly applied or 3.6-4 x w TOP CHORD 2 X 4 SIP NMI and 2H0.0 of pWgns (5.115 M .)E-G. BOT CFte" 2 X 4 SYP NMI BOT CHORD Rigid Ong &=dY appsad or a74 %bmck g. WEBS 2 X 4 SYP Not -Exc"V W52 X 4 SW NO.3, VA 2 X 4 SYP"A vVm W4iX 4 SYP No.3 3 W32 X4 SYP N0 1Rw at m{dpt GH,P-7: F4 , . , VA 2 X 4 SYP NOA, M 2 X 4 SYP NO3 JONTS Bracew df(s):G RE.hCM,'S (b!s¢e} He11971Med.STu.l, N=126'50.&6 Max Horn N=452(LC 8) MeX VAI'OtN=231(LC 7), N=T9(LC el FORCES (Lb)-Maamum GanyressloNMal:Imam Tensim< E-P-968?262.FL=96C•2W,GH-1144r3t 3. &:J?-.2931400 0.E=ti6691474 GD-26891 146 4 BC=2813'694 - . . 2- , TOP CFi0R0 A-B- G( BOTCHORt3 M-N=5551182. L-rd=957/22°o9.K{=i1471934..H(=398/122L 1-J=3518rt EI 395f172 F€=563'485. G-1=35rH309.&iR=385,'1BT3 K=3291?9 1073J443 E r . , , - 1 t]4, 0.K= WEIRS GY.?.425n52,G=57l152,D-L?6fi NOTES 01(-11) 1)OnDalancaa mr-? 5ve loads nave been conSldaBd I. Gds deign. arr3osed: tl69ableend mne a,dC CEMe+wri2JZMe: ?Sbv? 2) y4nd' ABLE ]L2; 90mpA; n=25%; TOt)L-6.DpsY BCDL=3.6psF: Cakgzy II: Ery B'. ap ie'anorjglr4esptaed; Llmb¢[DGL?I EB plalE gip DDL=1.80. Th6trussis designed fw GCfa aembas and laces, a<Id:vi MNrRSfor reaoirs SPaCT6l. 3) Provide adeq nM, dminega 1o prevent vraler penning, 4) This 1 S has beer designed (c a 10.9 PV W" Chord live load nmconcanent W!6- my oft w We toads. E) War to girder(s) fm puss to Wss t 9CSMS, 6) Beadn9 M W(S) N corlsida S par es to crake valve usuq AN'SIfTPI 1 angle lO grain 1w-gd?- pLain9 deelgnes shsuld verM/ vpany of beii&g 7) Provide mesha ecru cormetpon py others) of puss w beams, Plela capable of vilhslonding 231 It upO aI Icirrt H and 79 Tn upla a] Joae N, 111111 d ""l 7v / This truss is designed in atcankmte with the 2W31niertmtiUlal Resdesaal Code saGiocs 45022.11.1 and A802.102 and referenced standard ANSIO'P€ 1. 1Yl`t, L1 ,?11If2 ' 9} pesign nssrvries 4Y2 (flat drienlapea) padpa at oc Spec .M Indltated, T erced :o tnrs5 TC w12-19d na1s. 10).43 cnn .s lateral Lavs must be nrp rred Ie prevent latera! hove na:l of the brace N aV brarxd members bUCkle, in Ne same direction. Bee BCSI-1 ...... . Building Como: rA Sedsy Intwmati. and building designer mW ftn ails. O ; QfG 0% -7 11) The ae8l onihls drawing Yidiaules eoceplarKe dfresn.liliy solely fxftmn mmp.tshormTn¢SUketildyaM usa oT flds WSS CemponeM for arY_' i pedicularmwingia dee respons tyefdJl .nd,ated indfe bdBaMgcode relemrrmd bussdesign 5tandaNAKIrM I CiunW2. = N0. } LDADCASCS) srarrdard _ 6091D419 i 1i STATE (Y OCT 19 2607 N 3M Mi2a tl 5-3-7 12.3b 7658 25-0-B 33-7-0 a'•3-7 5-11-15 4-5-2 8-3-8 8-7-0 7Nss Tness Type CRY Ph' MnLSrt¢ntlge1C11 JoO M?^B9 9Y3 SPECi4L i 1 ]ob Refer?evC ].WD s L1aY 2B 2D07 s5Tek Yad'.>SShies, N? F.1 Od t9 t4 13 2DC] Peee 1 SIOr3: Blll'?dlr<+ `+ePAN: Fmrwh W 4653 i -t 1 8-3-7 12-3.6 748-8 24-0-0 334fi 0-11-0 6-3-7 5-11-15 2.5-2 9-3-5 p"7"p ores=t:Ts urzb= Drop hommnlal top chord 1-15 sn 5rs WA= SA Mrz0=. F G zt1 NfROB 1C.Cb? n Vlfi LM ? NT3C i V44 w C I H K aR2 Mt2s? sss AkT20-5i41Xrxe= 3vd !Yi7P it 5?5 MT2a 11 W3' !1 4.M TZali A ]00 f2 ? u 3sL Mi-'CIF 6-3-7 12-3-6 14-8-8 24-0-0 33-7-0 6-8-7 5-11-15 2.5-2 93-8 9-7-0 ? I ! I %ate Onsets 0: 0.46. E0.3-0G2-1. F:0-0-0, LOADING 90 MAC W3 2-0-D CSI O 0 64 NEFL N P?1 Mel LM V"Ig -0.33 kK aBB9 24D Pi TES GWp NTze 24411 TCLL 23.0 . pales My a 1,15 T 15 3C 6.62 i 1 S Vef47L) 4.74 4K 1534 180 TCDL 10.0 SCLL 0.9 ncraase . Lwn b Rep sye. imn Y=8 We 0.74 H,-,(7L) 0.24 H Ma Ne Weiglu:2060 9015E 6.D code 1RCZDXWM2o02 (Matrix) LUMBER BRACING TOP CHORD SCUr.1'xat Hoed shea0ring d'Pecty aPPGad a 333 a ped'uK, ewcePi end vertlrals, TOP CHORD 2 X 4 SYP Ne.] EG. oe pudbs 1 -9t pphW ed or ar Cg , B07 CHORD 2X4 SYP No.t 4 D SOT CHORD R Fkigitl cem eNrg dlmrBy aPP oc:atind VVE95 2 X 45YP Ne.2'Emlipl' G-H. E-I IR W42X 4 SYP Na.3, W5 P X 4 SYP No.3, W72 X 45YF Na, 1 S s d 3 vn 2 X 48YP Ho G S , . SM. W7 2 X 4 SYP He. 1, W12 X 4 SYP Fe .3 ,rACTHM {b w e) H=N3'lRAeellar4ral, M=E26YPS8 M. Hvze4-41LV,LC6) Mat up6NH--224(LC 7). MA-92(LC 6) FORCES (rb7-Main CompressbrJMm30arn ?ension GD=2559y101. r}E=2ASGl?81; Ef=T 354A29, F-G=5313/328. GH-11421J06, &M=t2B9S185 R-C=26L8/6i? 3=Dr42 RD A , , - TOP CHO BOTCHORb L-M=$22Ji]O,KL=-9]6fY132,A-K75115U5,4Y-475.15DS, 1%><fir55 E-1--,.'0Df21 B, r-Ic-Rt7120& GI--38T/5536, 13.L- 38918W, E-1C=S34MISS 6K=1991358 CAK iDGr194 L=417f125 , , . WEBS G NOTES (10L11) C n?WeICad3 bT'ebeenwnsldeRd T'a Fbis tleSig'e t)l d spd, Caepay 31: ExP 8: wlcCSed; MWFRS pette eeN 2Me end C-C Faiefio114 mna: mrdkver 5Y ECOL=3 TCDL=8 p h-261! I : A19 . . . p 2) VJntl ASCE 7-02; 90mph; 1 left ano right emesed: lumber •?JL=:.lA Plate vip DOL=1.60_TNSMss is desigu+d fN GC er members SM brew. end for MWFRS W readbns INlll! `j3311T11 I 1 FI ' + peace. 8)Prnvlde adeguale tkakmgalo prevert wale, paxlln9. b d W Ms ,, ,. eN ,. • ' ?i xG $TE • " a s. e 4) T1es truss tms been dn;Baed for a WD psf boliom U-96 Wetoad ncasrarwrtmtrdM arty oMer t (? 1 gF •ti q,? = Q - 5) RC1N to girder(s) W v M wsa --- Beaing atjmd(s) M M95ideis P[nTJICE a Amin YeWe vsnP AN501Pi t ert? tD grain fomWla_ 9ui16nB d?IPneI sfloWd sadly ?aG?34' of 6es9Mc'suAace. e lMM F4 l ? ' f i ) w . l a T1 PtwMe merlentil conneeem(Lyodlsas)e:hasa tObsadng plad•raPable ai vAVlslmltlMg 22A lb eplifl a:joinlH and 92b uP 102 and m:erenced slardard AN'EllTPE 1. 5 and RBi92 ns IT502 1 t cti 5d C d = 419 i . . . e se o o 8) TTk buss is d:?Ight-0 in °ceoidRlCe sMlh Ure 2603 WemaGF'ral Residerr lesten4d to buss TC w(2-1m nags. aCin4 bldt°lad IVs 31 OCs •J & W 9 60910 i . P F )p G) De9igll assumes 4X2 tllal edanla f0) M Oprdlrwous Isteral braces must be resb2LIed tc PWfrk and -.d otMe W:xr'3 aT braa-•d members buckle in the same dic s . 3sa SO,%1 STATE OF • , ` 010.3mA GIT P nevi Sdatl( Infonrla0on and L Jk MB des0ef raqud '-els- , mdl®ta°a?P>a1?r`^ Pena3iMyadey fw the VUSS CCVnPcn?tsrw.vn. Trresu ifyarM usedL'fis tFUSS wmOw+e'dfv MY fJV ?P dtiS tlraNi9 l ? l g ml ail ipre sea a<Barlar b Wmg R ft responaylly of etl em as k dca in Ule buiid-al6 Ode rakrer+ced Cuss desigr slzndard ANSU PI t hePter 2, ei DE A r \ , p LOAD CASE(s) s[endmd „ 4?I(1 1 ipt? L //? / OCTf92107 7wu T. Type Qf/ PH MhCartsYCdge?\ 30b 2 AdCGI?39 G D11AL Job RefseenCe .?>Gell 7.0005 May 29 ZOOS IA?ek alOlMines,l Fi0?197k'.Ok:65200i Page4 Stock EUdIpg 311Pp7. Frw .IN 46131 6-i-2 1 i-i 11-4 19-2-14 26-11-0 5-9-2 ?t-1n 7-6-2 saes tans 6-i-2 4? emxb.? c j 7 r3 5vav ma 10.00 Safi LR2a/f 0 e VA va Sna Mrza- E I n I ' G F 4xa Mizo= d tt 2ua Lr?A 71 3e1n Mr30? M W20= Am 6.1.2 15-1n-A 19-2-14 26-11-0 fi_1-2 59-2 741-11) 7-5.2 Plate 0lfseES - 0G)A O-G- iP.C d-30.3-d :63-61 FA LOADIh-CF4 SPACING 2-0-0 CSl c men Ltd DEFL In M Vat(LL) -0A5 GI 19619 240 P11tT GRIP 2-04!193 *AT20 TCLL 20.0 Plateslnwease 1,15 115 m TO BC on ValrrL) -0.12 G.I 1999 iB0 Ta)L 10.0 BILL 0.0 LeMtW lncr®se Rep Stress Ana YES. via 031 Hm (TL) 0.03 P We n0e Weyht 156 It FODL 6.0 Code IRC2C03rsPt2002 (matt* _ LUMBEJi BRACING TOPCHORD Slru:lural wood sirealhiigtlireNyaTytlaawS5-0o¢p'atYas, aaoePt end veyras. TOP CHORD 2X4SW F0.1 BOTCHORD RIBA ci ling fozdlY aP?6ed or 90x0.0 mbrau?. D 2 X 45YP N0.1 BOP CHORD WEDS 1Hwla[rtdaP: €Y1 4tE85 2 x A 6(P fpA-E%cap1• W'12X a 5YP No.3, M 2 X d 5YT N¢3. W72 X A 5YP Na3 1 REACTIONS fw5ize) A?5[b'S`?-B, F=9 5 910-9-8 Mae HorT A•128(LC 5) Ma: UptiliA=98(LC 6T, F=t ] 5{LC Tr FORCES Im)-MaxeNan Cortyple^.s1oNMez>nuT Tensim TOP CHORD ",rS305f393. 6Gd35B1242, GP=862230, GE=12:9204, E-F=9081154 BOT CHORD A.?1391906, I-J=1J3/006, H-1=901974, G-EP9G15?4, F-C>=77/369 4:T3'J157, E-G-271714 I11?29.'164 P13S)543 i x591776 . , , r WEBS Ed=01204. Frl+- NOTES ;5-7) 1) Unm is caa r0areee bads have been mnsiderel for this design, able end zone anA ExW042) zone, renlitel I p15 GsIe90rV n; fey B:mimed; W a sf BCE TcGL=&0 =25 r = h =1 p P i _7.02;9:#nP Zl NnrvJ:ASC ; Or nlesnoersaM>ow,and fw MWFRB Mrreamw:s DOL OOL=f E6 T'ns tJSSreda09wad b FC n 60 bie ' p 9 P left ens P9TA ¢aPosaa', WlnLer JOL=5. speafied. '. 3) Thus 4rxs has been dell®ned fn a 169 psf botl¢nl firma five i0dd nwrunwment'n'N1 anY ¢1he rive loads, d W:dlriaMiGg 13610 `? rn jo'vd A and 475 N upl'r6 Mj01n1 F. W e 4) Provide rnerharit? 00rinadion (bY others) of hyss b Imaivlg Plate raPa 1 and RB02.102 end r¢7¢rarke0 Slaridard AN$1ITPI 1. t Cod¢ sections R50211 tt id . a an 51 Yhis truss is desl9ned'n accwdarax W10r Gse 2003 fldemaGrpral Res AI fNel'? tnVb1 be rM11' °ined b preverS lateral nwvwnerA or 1ha Face if zfl bFa?d nrem3as 0uclde in t`><smee iatenfon. Sez BC51-t IX ei 61 AA ??? 13rAl9inp rAmpo+!¢n1 Sa(ety NWnnafix: and hurltlirg designer replnrelents. in01C8185 flURPlan¢ 07 respo95lb3dy sc4elY fIX fie 5x55 mrnpCnEN sham. The sVBaEg6y and use of ttia (rasa raaApmb+t tG eny d ' • - ' r ?)Tha seat on !h > , l s+ ? i9 paEduker oadd'mB kUrc resPmaiObly of WRfs 95 indir?ed mC're balidmg wale r?eren0ed?ass design Sbndard AN53lEPI1 c11ePter 2. L' rill ir LDAb CASE(S) Standard ?tsfEgs?y g q No. 60910419 = L STATE OF A ,err SIQ ^y `\`• i ?vg ?? OCT 19 209? Jm in$5 TIL•557ype !m Ply M .PtrdPDlCR MI[CL$99 Ct YIP 1 Job Paha'eMa n 5lxk BuCrng' ffii.13', X6133 7 800 a NAY' 2B 2bOl M?Tek tndrrslrss, 110. Fd Otl 16 14.1)8'.0.5 2007 Pape 1 F.,KMiN 5-16-1 A 2-t 1-2 1 B43 26-11-0 6 10 1 6 1-1 fi-1 ? 7-10-13 ??, V4-1 sac Mi 0= [)rap hDHronlal tap chord 1-15 Cu] ta12d= ns rdnall 3 C 0 ].00 1000 12 VfE N2 5re Me20 El n E € A 3 l R r . d?a MiP= n41Vr7e11 ax:OSr2C- 36 Mi30= ss<Mtttr= WMM11 ',. 640-1 i2-i t-2 19-0-3 26-14x7 6-30-1 64-1 E-1-1 7-i0-13 Pbw".Offsets " 'o-s-Baez B.'3.OX V. C:,O 1.D 0 0:0.310 e LOADING (p5!} 5PACM6 2bC cm DEFL In (k=) ldefl Ud PiAYES GRIP TOLL 20.0. Platers kzreasa 116 TC 0.61 V-W-L3 R06 AJ >999 244 1v5'€28 244!140 TCDL 10.0 Lumber lnG?se 1.15 BC 0.32 Veit(TL) -0 4p A3 -M 1154' BCLL 0.0 Rep Stress h><+ YFS WB 8.32 F'sxz!iU 003 F n!a rile f lb DCDL 6.0 Code IPC2003 tPf2082 SKWx1 Wei?:c t4s LUMBER DRWKG TOP UMBER RD 2%46YP Nn.1 TOP CHORD 3btltlural vYa0d s6eathar0 directoyapplleda`?"4-O r-put6n5. ascaPl xid veriire:c. L BUTCHORD 2X4 SYP NO,1 and 2-000 Oudins t` Iz max.): BO. WEBS 2X a SYP 1Jo.2-Ex pr DOT CHOR. 1%4 mmo dlrecly applied or l U-0-0 badnX Wt 2X45rP N-A W32 X4 SY?No.3. W42 X 4 SYR Na.3 REACTIONS (mle¢e) A-8599'39. F=9'.x/03$ Flax H,' A=130(LC O N-ax UpAftM79(-C 6). F=8e(LC 7) FORCES (Ibl-Maxtulum COmpleasladelaximum iemiw+ 70P CWORO P.6=-730N22T.BC=1160IZ65,C{r--ti69v2?, D-E?1241R36, EF=90]!7]4 BOT CHORD .4-J=76%01. Ft7Q'698. H-1-1529]5, G-H=1 iti275, F-G-..89(iS3 WEDS &J=9132,6-1=i66f444. G1=3152!773.0.1=-151f.2,6G 3211A., E-U-1751693 i NOTES (BSI 1) Vrrbata000d roof five loads have baan considered for gas deskpn. _ 1l and r:Hhl ie,oO Camber OOLC--1 P'.ate grip DDL ?M 71g?bu cc is dewgrMor,Gh4WFRS [x rnemgemle?arcrs.ark f. MWFP.S for reac'.ianstlteviet ape,ya 31 Pia & aJegrrele AanP710 prevent water bondiOg• 4) Ttda trrsa hs bserr designed 9o- a 10.0 psi bv(n ciwrd rive load nan uwrent 4111 arty darer Eve loads. 67 Providemechanical CmnddbDn(by M 3) Of arms 19 bearing plot Capable of mdtl wnSn6r lb upOR atjouft A and Be m uplift at joint F. B) T5is truss is designed in ii=ifdan: %EEb the W03 intamalimW ?yesdanhal Odde, seaorrs R5o2.11,1 and R802.1 D.2 bird nefe triad sta aln d ANSV i Pi 1. T)Desyn aas? 4X2 (tier onenab" ptir+ st mspWAI lndks zl. fasteired to lens TC w 2-1Cd rrllb. 6)PJE conVn 7ialarnt braces mustbe reshmined topraventlsleralmwesrrent Nthe braFd rem bfacadrnenrba buckle in thecarne direction. Sa BC33-1 ewkringp uenl SafetyrOmbdeandtitatlkrgdealgaerrWelymmts. 9/7ne seal. an Ihl Br7s ?ardsr6 ?'?m arseptance a rcspORSib6dy & eddy for rice §uss gmp0l4a?f shovm. "fete su6ahffily and use d dva In Wai'MatuA fa any par,;a.lbin?m•.,4tsmare=v?+?vawraraasm?^d?mawiaanacoder<ra?rkadm,rides:pnaraadarda4sur?E1cr.aplarz. f LOAD GASE(S) SlarAab ` ?y'•?tSTERF???y'9 y _ 6[1919;519 STATE OF A4- iN ` DfA ` ?i`!lP 'iO'Y 31 Httil?`\? OCT 12 2007 .IOC Tress Trues Tyke DQ' Ply r4hCambrog-T11 MCGIZ95 C2 M1IP t 1 Jot Rerarerrcx ua9onefl Two s May 29 2PO1 Leh Irthrsiri?, Irt? FA OG 19 14?0&,592007 Pace I 6LO? 9Wdrrg Supply, r-amN., W 46t 31 4.7-; 8-10-1 16-1-14 21-4-11 26-11.0 4-7.1 4-3-1 7-3-13 5-2-13 5-6-5 sWe?t4?1 Drop horizorltal tDp chord 1-15 ss utan= s.G xfr2o u C o rot 7n +aoor z.e taTZr? ?6 ""? N5 a wIl l N?4A {I?} A a 9 o H a; dxfi 1.IT2Y- h1D Mi2a= 3r6 M720= 9x4 Kf2a= ax6 N1'2a= i 6-101 16-1-14 25-11-0 3.10-i 7-2-13 10-9-2 0300-21 Pfafe Off de AX-S-4 L.OAD043 (Psn SPAC€NG 2.0-0 CSi OEFL in 11rs) Vdafi L+d PLATES !' 93 VWLCLL) -0,10 GH I W9 240 :AT20 244!190 TC 0 . TGLL 20.0• Plalas hcnnvse 1.15 0 Lumbar lwoMe 1.15 8G 0.67 Vst[F_) 40.3b GH 1890 ]30 TCDL 10 . 9GLL 0.0 P.eP Stress k YES VJB 0.87 Hura(TL) 0.04 G rVa Na Weighb 152b 9GDL 60 Code IRC2003YTPl2lp2 (tAatri%• LUMBER BRACf;fG TOPCFORD S4aoflrxl w d sheolUng directly EIPPlle Sail M PUrliru, VCao ex verfi®IS, TOP CFfORD 2x45YP No.1 Oral 2-0-0 oc purTms (6-D-0 Max.): GD. 30T CHORD 2 x 45Yf' No.t hraJV_ 0-0-0 ' 9O1'CHORD Rlgid raJin9 dtqh apptleda 1 x BS 2 x 4 SYP No2'EaeW WE VMS 1Rdx el mEdp! W LV72x4 SYP NO .3,M 2 x 4 SYP No. 1. W72 X 45YP ND-3 r REACTIONS (kitze) As9.`r910-2$. G-559IA3.8 Mmt HMA=16B(LC 5) Nat t)pT4fA-.S9(LC 6). G=101(LC'7) FOFtGRS 6b)-bt?m CorripressiwuViwmum Tenslm GE=-"'73 34.E-F=2s&57.F-G=VSW GD=7'&Z70 B-C=110M243 9-727&R2& , , , TOPCHCRD A. 60TCHORD hJ=14tG920,I-J=56l330,'ri-1=-5918 7 0. GH=^732905 U.?=191P3L. bHatfi287.E-1i=906,?.2t, E-G-9381tS2 GJ=3tlAh &J=15&136 V ? . , . PB5 NOTES (Mg 2}lXebBfancedtIN TcPPCDL=6.Dps1;8CDL33esi9n- 6psf; Cabgory II: B; enclosed; M WFRS gsble end zone -rd C-C Etledorf2l cone; arsid ever CliMe R$f + or rea rF ? EMtaM dg€deWos4tl; Lr;mber+36L=1.60 Piam SM DOL=1.60. TLds guests designed fd GCfur mertAers andtorcea, antlfw Ml spe.Tmd. 3)Providea egvale diapraae td prevent water pordiod, J 4) TMs Ur ha been designed for a 10-0 pot bm m Chord bve kmd nom tcwent WM a+ry oGrer be bads. d G . V a raechacnM@'apP (hVefhars}f2[)O8 b6aaedentia Cdecamg li9.! 1. 1 and d RB0 Ra0 al 2acrd.t0.2 167 and b retro !erenced Efloed slm ] 6) h red in accnrdarra witli the 20091rRemato tiorul Residentlal Code setd?ns R5P¢.1andasC M517 PI 1. Thl is desrygn " 16 j y s j 6 7)Design",e, s4s2(Get oeoMeh'on)P,din, at oc Ong iOScelM, faslon to buss TC w! 2.1 ad WIS. t lateral nwernent 0 the brace G all b oed memlers tuW- r. the seme d'vec'mn- FPa- BCSI-1 t o preven 8) All =rdDar ea I AfM Crates must be restYakred BuOding Componeril &of* lrf tiw and aurliing designer regtmantetds. r yr 41L N 9)'3 ne seal on tNS drawing indicates Kcoaptatr at rospon.wity sow Of to, Ore buss c Pm"Slsown. The sudbhiliN and rse of 9Na hues compowt far f4 ,hii • o I/ ?/ ma ou or bWdlog k dse pesp r lbrW of others as. W Wed in the budding code refe ' rod truss design si .d ANSiTW 1 chapter 2 h, `te`+N' R ?...... G 1.OADCASEAS) stardad a - 60910419 i =?} STATEOF ? 1c r?lll rllltii7 ?/ OCT 19 2007 Job T. Tmss Typs Oy iPly HMCatnbnd9etClV MIC?^.LZ99 C3 HIP 1 i bb Reterenca 10005 Mdl'2.92D]) fhTek IndraAes, h1c Fd Oct 4914'J4:571pp) Page 1 i' Stcrk 91 r ing Suppty. Fr Ml IN 46131 5.7.1 40-10.1 33-3-70 48-11-9 2&11-8 5-7-1 5-3-4 2-5-5 6-745 6-11-7 sme =1:w. 4,5MTaoti "& W hori2oDtal top Ghprd 1-15 C O 7.PD t2 Us N 2C 10.00 12 9,d MR2G? l E 9 j W4 5s6 Mi2p11 F Y A K J f H = Sag Mi20? G arAM = 3xs1112U_ Sae MT2b= axa 14T'n- 3e<MFya l' ) 10.10-1 13-3-19 19-11-9 26-114 10-10.1 2-5-8 Fr7-i5 6-11-7 Peale Onsets ' A410 Ftl LOADING (paf) SPACENG Z? o CB1 TC 0 73 DER, in (loc) lmel Vd 25 A-K >W9 240 Vax.4 -0 PLATES GRIP IAT2 24&190 TOLL 20.6 0 TGOL 10 Pwn W-rasae 1,15 L"5eflnmose iAS . BC 050 . vast(TL) -047 A-K >97$ 160 . BCLL 0.11 Rep Stress lw YES W6 021 Hcrs(il) 0.0,3 G Pita +da yMe19M 155 in 8CDL 90 Code IRC2003TWl2j002 (Maltix) LUMBER BRACING TOP CHORD S1neyunaiw owauog 4n2c wplled x 5.6.6 nC pmlms, ex ptHdVersWS. TOP CHORD 2 X 4 SYPW 1 "2."o PAM 1E0-9 max.): GD. BOT CHORD 2 X 4 SYP W.1 yl7E5 2 X 4 SYP Ne2 -EXM17V Bor CHORD Rigid ce;mg dreCdy appsed a 14P-0x bracing. - W52 X 4 SYP N0.3. W72 X 4 SYP NC.3 WEBS 1Row A mldpt E•J REACTIONS tmts¢e) A?BB1f1.3.9, G--95910.^a-8 Mmc tkrz0.=2D7(LC 5) Mae UPiif?i=95(LC 6). G=i1 i (LC 71 FORGES pb) - tASSd imi Camaasd,xdblax[mlan TBnsim TOP CHORD A-6-12SV224, BC-10341242; GD=1131234, D-E-936i232, E.F=1213!209. F-G=-glwl5 307 CHORD A-K=146!902, 3-Ka-167121 1-.1=1,]&959,144 1061989. GH-52R135 WEBS 0.K=-257nEl,C-K=5800, R,?,n95.E-1=-4aa164,EH?11123. F-H=55n37 MOTE9 (&17 1) Onbalanoed mot iwe {Dads here been =sidered fa ibis design- Nilever 2d VMF1d: ASCE1-02: 90.0; h=2511 TC?L=0.OP8t: RCDL-36W Caieowl: ExF B; enH. :MWFRS gablee.ldld and G-C:xtslo(2) sane: ra let! and dgh! eywsetl ; Lumbe,' DOL=1 W Plele Wp DOL=i.BO. This buss is d?gned for GC for members MC lprees. Mild far MFRS roc reaflihis apecfied. 3) Proade adequate drainage 1a p%areN'saler pending. ned for a 104 psf bctom d ,-d W. load nanxisarrreilt srith any olhes We 10ads. s been desi h Th, b lrss a 4) , g 5) Proyr met viral (=n m (by edfe5) N t rss 10 bewin6 oiate ®pable of WMsWlding 9516 u M al jobs A and 111 m uPIM at Joint 0 rPI 1 . Th18 knsmdesignr?h jsCrdanm wish ft 2" nternsd f ReadehFrdl Code sWlG,AW244,1 and Rem 10.2 aM mferes,o sla'da,d ANST 7) Oas19n assumes 4x21{191 olienipa D) pu&= a! m switl g indi',aded, fastened tO In sa TC w/ 2-10d na's, 'ev,nt latei of mwemenf efihe brace d a4 bawd menihers buNds In the same dreplon, Ste BC51= st he mstrainad to b ' p, r90e5 mu nmcs lalare7 S) All cw? Stdld'rig GpmOd Sak9y IpSenneOUt end builJkV designer requUamads. S) The seat an Nis dtarnrtg indka'xs arsepfanrz of resP sibEty sa* tm fie tr. r omponent sbl . Th¢ suilsbSy and use d lads C.rss co,y VA for any tlrlillftlr A9dlcgter hlvxd'ng a the rsspons4aTily of p mas kW tad in Thebulk*% mde relcsemei truss ftson sundae{ A VTP11 chapter Z. : 4 [• i LOADCASM Etar+dard `•, GyvT /1+ (j?•CiT? `L•+'Vq `? 1 J ?y , Q ? 7?r4 NO. 6091Q419 2 -_ i ) STATE OF 414 ss?t? •? \\\ 'J 7j?Mrt1 11t31t1U1`\ Y `// OCT 19 W 6 Jab TYUSS Truss Type Qw Fl/' mrcwOddgelL MICGLZA Cn CAP 1 f ,qb ftBarans o +iorel Siw'4: Bua6ng S+.ypIY. Fro 14 di n IN 46131 7.903 s May 2g 2p6I M.Tek k Arso-es, nIO Frl 181404:55 M6i Page 7 1-9-11 7-6-14 10-1.13 $-9-3 2-6-ts -9-111 Sul. 1.17. 4x6 Tr 6>C Mf2P- c o I ? tw tz I W1 5 EL a ^6 as a uI NTN II era Mrfa= aotlRp= MMrzP fl 4-1 1-9.11 7-E-14 10-1-13 5-9-3 4-15 1-0-12 0- 2-6-15 I Plate OtFSels lX. Eb2-0.0-4A LOAaNG(psfl SPACING 2-0-0 C51 >)ffL In (1x) Well W PLATES Gm 24 VerI I-y -0.W E e!r 120 laT20 244147 TC 0 . T CLL 20.0 ptales 1=ease 1.15 0 Lumberlra a 1.15 BC 014 verArn-) fi.00 F R/r 90 TCOL 10 00 E W. nla C ' . . U EL; L O.0 Rep stress hx YES W8 o m Hw:C (Ma W) V.IeigM: 331b BCDL &0 Code IRC2003ffP120D2 Ll1M9FR BI TOP CHORD Shumuel woad Shea" arPdi-PA-6 ' a 10-0-0a Pudlns, ane?t GHORD2%4 S1P Ne .7 -0.0ocp-t"(S-Lr)mmx GO. LDP 2 7307 CHORD 2 X 4 SYP Nn.1 BQTCFIORD Rigid egg evectly-ppFedm7(Y"xMaein6- 7 X4 SYP Na.3 WEBS RFAC Elm (msme) B=53F}2-77. E=31fg-2-ti, Fi`S6Sf?2-ti, G34&3^.-71 Max Hari R=-21 (LC 41 Max UpIRB=77(LC 11). E=2e(LC 7). F:-SD(X 53. G=-"LC 4) Max Gavit-W(LC 5). E=31(LC f ). H=374(LC 10), G=3"LC 11) F'ORCf3 (wi-fJ,aalmam CorlpreEeiwr4lrmdmum 79[Cfon TOP CH(AW A-S=M B-C=4W. C9-.62155, C-E=2440. EF=ORA 90T C+iDRD 6H=9tl25.C F1=26182 E-G=1&2E WERS GH=3261143.^Di0m2921131 NOTES (1013) ,) IJnbalx¢ed mat live leads bow: Deer' mnsHeree Icr 7iis design. (27 tie: caP9lever e R R; 1,=2sR TCDL=5.OpsF BC6C=3.EpxF, Catego711; .r-?Ip B; enslcsed; MLYFRS g?a en! zone and 6C F gOm 02 4Snns sCE 7 d f v p sRS [or rsa - ; 2) vJat : A and forces, antl fa MWF Ica and AWd eryoeen : Lumber DOL-163 Glare gr¢ DOL=5.60. Tins teas IS desgne•3 fw C-C for nrerMers 1 ,,e 4ed. pl ide adsqu Me drlmap L9 preveR! wafer PundNg. 51 b.3 crw;IlyaIowIw'CaAnmiwithanycth,INeleads- tl for . i 0D d l P yx % 4)TNB guns has been 5] Gaax re r. C6111aYNl'6 b?Pm &l Aa.wn. otirers)pdimss mbemdngplate capable cf vrithstatdap 77 it LAM atioHt B, 26 RuplRi M !an[ E, *:D It XIM at ?1Int H and 6) Provide mwhardcel catptec (ay W he PM at lcinl G. 7) Beveled p'a;e ar shim Mmred k prD fag be a surfar4l wdh truss a DnJ at pint(s) B. 2 end mlere,aed s'ande'd ANSVTPL I' 1 and Re0M I0 R5O2 11 r l C d b l . . , o n e e w B) 7* bras it cosigned A accmdance wit; fl e 2W31n`ernaFlon? Residen5a P) Design assumes 4# (Rat oftntw1m) p,+tr'ns at oc spadfg VPIlwtK fastened to bun TC wr 2.10d Ad S. brace R ell braid nl`t` s bur]tle Yt fha sane *.a.. See 3C51-1 M & th ' 1f I7 i H r to rlY I / e dent lateral mwet7e 10) Ag conReuwas fearer braces must ba nSlydrted tC Pre Vrfeineres i d ? \\ \^? 1 r?r)/ c<< \ `• rlL gner mg es 2VdNnp COmpwwnt Safely lNOrmerlm aid bi9cling 11) The seal DR 8ds & MC* indwaks WCePraace M msponBibndy M $W fOr Vie iltas comPonerR+TDVm. Lire 6udeb64y ared use d pm truss cmnP'+rle+n /ar mrY' ter 2 i l h W ' S i :'G18TEA•,, a - TP c ap perU bl,,dh:g is the si code mfersnced bs'sadesign sfendmd ANS bif b ini leas ad to nw bass / at ft IFrA* Yfth t11( (ng f nW1, iOd lteNS®rh Touted mp buss tnea:h yUfiBV with (7)40c nod s. lnsla'!dag Nth e byses L ' , > = Q: Q?`' `(J :?iL ' 2 % Pq J lop ass . o.r. on o 72l Appy 2x4 Pwrers 24 braclrrp aE 45 deg. BO be[IL=n elDase trussflaltop chord h: ceF area Der BC51.1 HURd'rrq Gwl7pRpeld Hefety lrAameROn sx oNef 4'P'as tll62Gtlg entl b,aldm9 = ?•' WO. ' - desigaerregdDa Als. - ' 6095v419 137 Far bane bass des)On sea drawiRg(s7 a' LBAI)CASE(s) ST.'"d r p STRTE OF ` 0 111p1 ??+++ + IotY111 2007 GCT 19 im 71. Truss Type CrY Pry tfikc m ta5C11 h1ICGL299 CG C.1P 1. i o - all Jab Rah 29 7.030 s t'asy 29 2007 MTek irwuslr:es, hrc Fd Od 191d;4t53 2007 Page 3 Sbk 8uadrg $W ply, Franklin P3 46533 3-9-i7 S$-tD }C-1-13 3-9.1t 0-50.15 `'-?3 Scar= :s.o. a.<?1rzo= dshma= c 0 Tx f, a 1i tom sz i wt m a ,a F "8 r F= F 3[d BHA= 2Ca 6RYJ 11 2va Yf2a {I 3v4 NTSG= -0-1 3-9-11 2-35 iD-1-13 0.4-15 3-0-12 03-0 5-1C-14 Pla'e Offsets A6411-[F LOADING fpsQ SPACING 2-00 rSl TG 0 21 DEFL KI (Ivc) Ydell Lld W F rir 120 Vert(LL) 0 PLALES GRIP 3dT2p 244!190 TCLL 20.0 0, 10 TCDL Pialm Inrraase 1.55 Lumbarlnaeese 1.15 . Be 0.12 . VIII(M) G,,Yf F nfr 90 . . BCLL OA Rep stress kw YES WB 0.06 Hord(TL) 0.00 E Na N& Weight 40 to BCDL. Co Code 1RC2009/iPm= (!daub! AC M LUMBER DR TOP CHORC Snxhnat woodshsFt6g dkeapy apPAed cr E-0-O QC M-Mn6. er Ol Na.t 2 X 4 5YP 70P CHORD 40A 2-0D m wens (6-0a max.): C-0- 2 X 4 SYP :10-1 NVA CHORD TOT NOT CHORD RI9id M;, d,,JUy ,Al d w 10 1 w brradvg. 2 X 4 SYP N o.B VEM REACTIO7$ (ddsim) 6=13y&2-11, EST5f92.11,H?6FS2-15, G=53292-11 - NarVD=70(LC 4) hlax UpllitS -27(LC 7), E=37(LC 7), H=115(LC 5), G=7Ck7 C 7) Nor Gr '9-132(LC %} E=175(LC 1), H-1 "LC 10J, G-M(LC i 7) - mum Te ask a C FORCES if "-D -C=' AB=0'3r ,RE=-E 9180, E-F-Q'i0 R2 =3° 70PCHOR9 D A-6?7S70&53. G0 BOTCHCRD yH--VAG-H:-147d5.6-G=t9trd9 WEBS C4i--134165, D-CY29MS NOM (10-13) 1) Urenced IWI lice toads have Deal Panatle!ed trr this 7es!gn. h1WFRS eM Ewu-anS GC Ferlor(2) mne: rsrdi3evei BbnpR: it'251t TG6L=6 Opsll BCDLe3S+LSF CeIeS?Y 6: ExP B; enGOSad. 9atMe 2) VV0d: ASCE 7-02 aHivns V 'FS m , .q rre teP. and rl,7lR exposed; LMber OOL=1.60 PIafe iMP 3pL-1.60.TP,istruss is designed lxGGfw nlgrr,be^i end lorws, endfw M PmAd? adeq d fv fa a JUwnpparW'n9. pm?l 4 tn6s Ra. s bea3 desjq l9 a 10.0 psi Lopom chord five toad so?Vmrt wipe any other Na Weds. Tfri s ) 5) Gable requires coahnaeus bMorn ehwd he mg. B) Provide RKChx" Gtneetian (oY ethers! 05 brJSS to Leahng Plele capaW of wkWatding 27 lb OPIM MjoiM D. ' m oW W pent E 1151b eplft a jeild iH ande rou a: N73 G. l Does that! 01 Jan(s)6 r fill wriame d I v mw?cd to j v d Ds s 102 and reiere?d sWndmd AN567PI 1. 1 and Ra02 17 l Code sedWns R502 id i also dU o n oc 7N 5 . . - ent a e7 TNS hvc to des?ned m mdanoa vfiUl the 2003IPtematbnal Res L11l?ll?ififiy 9)D.-<g. m s:anea 41200 oIentAmc pulfimal.spadirg ivcrrsled, foslened to hors TC W 2.1, va9s. e?ah S ee HC SI-1 df l ' rf^ a same r 50) AU conFmudus I wo bfaces must be MSW? to pnevwt laleW nmvwrrer¢ R the bm= pap b*aeod rlrerabea Lu W 1n l ON + ` r .. :emvmts. a . eiddilSgGOlnPOrlenl5a3eq'tr`OrfR090naMCal7mJ drsiBO?laqu 11) The seal an tR' t wkg lndirgas atteptance of rcPm9ibFy sdely for Lhe UVSS ryR,.^.wrnlsllONn. TTa SVXdLtkih•and use of 11v6Iru55 <ATpat¢N fur any ?%a •• Gj + C?1STEFJ?;•.,y'Lj eferenced truss deSkpt atffldala ANSVTPI l rYiWp 2- ` d b pa 9 O lg m e r u pww,l r xddtng is the tespoositl*of opsem as nditaled in the Tos &? Niuelc each Pudnw3H(3) 10dna1Ta ift"dl.9.1W Q? Q •'} ss wpb i21 tOd na3e each 1 3 L ' ? . ru :o 553 oc. vn lop ofLasa puss-Na 12) Apply Tx4 Paris2A Co eM SeeH hrgmmabm T. other types of bredng avd bud 7 A } ild1 C541 D 1 u rv3 3 txain9 of 0.` deg. to bvttwn o! Case Cuss Rol top Gmld n cap area Per No. desigler re ikements, BU5S6C19 i 13) For Lase buss design ses drawinA(S) Al STATE OF LOAD CAWS) slendaN t ` lJ .. I NAL. 1 OCT 19 207 JOS TN55 TNSS Tyro O7)' Fit' MM:ambid0e\C11 NJCGL289 CG HIP 1 .bbR voce o Dona ] 000 s May 29 2W7 A6Tek wdusties, trw Fn =19 ta;p4'S9?O]7 Page t Stxk BukYng Suppy, Ftanldo IN 46'31 4-10.1 13-4-5 21-10-8 26-11-0 4-10-1 6-6-3 983 5-0-8 see. t:a]. 6x7 MnD= 561/72011 8x72 MT20= a c ° 7o t2 m.DO t2 ? 1N_ ? 46 MTID? - E F ° I N G NT20 11 5d Mi20= 46 kf12G= 461.(720= 3H MT2D II 46 k1?20= a LN 13-4-5 21-10-6 26-11-0 4-70-7 6-6-3 6-0-8 8-6-3 4-741 Plate OBsats 9: 64-2 P2 (:050.05.4 Dal-e GZ-8 1 LOADING(p30 SPACING 240 C51 50 TC 0 DEFL in (bid Mail Vd VnILQ 0.11 I >999 240 PLATES GRIP MT20 2441190 TCLL 20D Plates Increase 1.15 Lumber lru a 1.15 . 027 VM(TL) -0,21 W >999 160 TOOL IO,D BCLL 0.0' Rep Stress atn NO 119 0.79 0.04 F Na rda Ilurt(TL) VA*1-1: 172 to 61-DL 6.1) Code tR0200&TP2032 (Matrix) BRACING TOP CHORD Swalwal wood sheaMN daettty applied 13-10-5 w p Aion, except ertd verJCeLS LUMBER , TOP CHORD 2 % 4 SYP No.1 EXcePY ad 240 oc puflkts (4472 mmr): B-D. 722 %6$YP NO.1, 722X6 SYP No .1 BOTCHDRD Rigid ceWng dlredy applied a 10,"acbred:g- BDTCHORD 2%6 SYP N0.1 WEBS 2X 4 SY? 3 2, VV2 1M12 X X A a SYP SYP Not, W12 X 4 SYP Not REACTIONS (Ib/ste) A=7555A3-B,F=154&636 Max Hoe A=9O(LC 4) Maz UpIMA=-4e1(LC 4), F=<77(1-C 3) FORCES (Ib)-Maximum CompresionRAmMwm Tensron D.E=20450706. E-F=14951487 GD=290&1074 C=2907!1074 , , TOP CHORD A-B-22B2y175, 9 SOT CHORD A 3=-63MS92, IJ=642J1687. 1+1=581311732, G I=58&1732, F-G?1/149 V,IESS 84=0/295. B-I=5112%408, Gr 96Y561. D-0-56v1357. '}G=-263235. E-G=61711621 NOTES (11-12) 1)1Mbdwmd rod We bads have been considered for this des*. B: endosed: MINFRS gebte and line: earth- er lest and right exposed ; o 11 Ex t • C ry : o a eg ,at 2)VAnJ;!SCE 7-02: 90mptr, 1> 25A: TCDL=6,Opd: BCOL=36 Lumber DOL=1.60 Plate grip DOL=1.60. 3) Provide ade Iuate drainage to preveld water pending. e botbm d=d foe loud nonwnom+ent %V& any outer Ave bads. k 0 10 ra p . 4) ;Iris toss has been designed 771.181 plate be truss to ewers ) ns tdrtg 07550 02-1 nedbn Coy l capable at C 7 and and R802-10,2 W ane d D refeeven rencead standard F. PNSVTPI 1. de 5) Provide f d I e e sec sec igned d in in . . w o Residentia a 2003 ter International International with the accordance 61 This was s Is designed 4-1(I7 tell side ssto.* and 41 D-0end setback. d w&, 508 Hord side setback tri at . p en es 7) Girder m 8) Dasign assumes 4x2 (fiat tii dew; ) pmtms at oc s.acit9 indwateQ fastened ot truss TC W 2-10d 166 It 16 1391b wet 27-102, aM 161 b dovn and! trafod bed(s) 168 down n drone(s) shall be to Wovidad slff u support 6 me devo xr 11)-I to 8) Hmger(s) or o end 733 6 sp at F167 on top died. The dedgNsekcfiart of such connection deviGe(s) is we respon?bOly of ewers. 11101 t1 slily, k B ). ( onbr-? or bac ?X0 (_. HE//V In if all Drano menders bucme et we same d'recdon. See SCSI-1 f th W r `` . / o ?ral mmm'eme esbared to p'e continuous lateral braces must be r 11) ner requirements. ' e desi d bWK TF G ?t g K Buildeq Componem Salary Information an 1S eat on ittis drahirq indkates aeutplanoe of res solely for the utas component shown. The suitability and use, of this bras component so, m7. Gj no 2 O Q ' Th PI t 12 h `' vii} e s ap ) e 'i Q articular bulltlwg is we respoisibiity at others As irWicated m we bu9duy code referenced truss design s7mMerd ANSVT p No. ; - LOADCASE(S) Standard 609104)9 j - 1) Regular Lumber bveas?1.75, Rate lnaease=1.15 _ [ C Uniform Loads (PIO S Vero A.B=-60. B-D-DW( 38), D-L -80,MF=2fl(F=2) STATE Of ' •- S {gt) ? . Concentrated (dads ,CY . NDIAN : •G\ ` S , . .: ?, Ved: B=1610 D=-766cF) '2jT7j711 1P111111111k , ocT ? s ? TfJS Truss TyPe iOty PlY M110em,ftr-L11 MICGIZSS D CCMIrK1N 5 1 Jon Poe/eranm 0ndme 7.flD0s 149y 2£2007 hUTek hdus9igs, hc. PM1 Od 191405:002D iPape' Sock Bid3tirg SJpply,Fmr.?fN C01S1 € -,?,'. 5.3-8 103-8 tn-:-8 20--7A 2t-6-A 3 0-11 d 53-8 S-a-O 8-0-0 54-8 0.11-4 SreF. =1:60.71 an U722- ? i eve If.120?i 9x4 MT20? 10 Q3 12 E C h4 MI2011 5x1 w2471 F C G 1 i 1 h F J s? M1Zi= Sae MT20- /x6 1F£20= 70-3-8 20-7-0 10-3.8 10-3$ Piam Offsets D A-O 0,241 LOAOMIG (FO SPACING 2-PU CSI T 0 74 DEFL in (lm) Ude9 LM 14 I-J 989 240 V Od LL) .0 PLATES GRIP MT20 2441180 TCLL 20.0 0 TCDL 10 Places kr se 1.15 Lumber t=ease 1.1$ . C BC 0.38 . Vert(iL) -027 1-J ?m 190 -9 ' . BOLL 0.0, RePStresslncr YES WB 0.34 2 a Haz(iU 0.01 H rv Weight 150M BWL 6.0 C+:de IRC2f)63 ml2002 (Makt>0 LUMBER BRACING TOPCHORD Shuo:4r91 wood aheathfrg QirecMy 2pp6edw FsO-Pac puns, except end vLsLWta. TORCHORD 2X4SYPNe.1 BOT CHORD Rigid celfm9 &rewry vpo dl w 10-" m em6g. DOT CHDRD 2 X 4 SYP Nei 1x08 1 Rcw d nudpt C4. F4. W. E-H ` Exo%dt WEBS 2 X 4 9YP Np.2 WW Z X 4 $YP No 1,'A'1 2 X4 SYP N0.3. LMt 2 X 4 sw w3 REACTIONS ;Wlsixe) H=79&10 t 8,.]=7960-3-3 M. H=J=303(LC 4) Ma Upj i=09RC 7). J=98(LC 5) FORCES (Ib)-M2xlrmtm COmpressEONMadntWn Ter?Wn FG0142, 8-1=2031187, F-H=261A87 EFL-1071192 F}126 1182 GO=` 4F9225 6 = , , , -. . 1 7 TOP CHORD A-0=042, &C BOT CHORD P1=1481J87, H-1=311387 WEBS C-f-12'J181.d1=17T(J29.E-1=123ri D2. CJ=580/di, EH-`?>31 NOTES (6-7) 1) Unbe!anced roof ive leacs bays been wnsldmed for M design. enUOSed; MVFRS Se end, zone wd dC Lldmiw(2) ZtN ?ntlleVer Y 9: FAT B' - CdW BCDL=33 f - , , " pb &OPs ; 2)1Vh nd: ASCE 7-02; 9lhnph: 1;=2SR TCDL sad varkai kfl VA right exposed; lumber Da-l W Plate grip OOL-5.60. This ints5 is 6esl9 I. GC fwrrev5ei5 end 1o . d left and riAtexpose : and far MVlFR5 fat maai sgplded. 3) This i ss bas been designed fen 210.0 W bottern chord L,? Wad n?- eitl xdih s(w Other ew toads. 4) Pmride merlhenioal m?x?erlen p y oWm of =ss W beafn9 platy caoabfe df r4h%tandlrg -8 lb oPkl1 k (oWt H and 906 vpkq et 1&ad RW2.1022nd fenenoel standard ANSV? 11. decations 8002 11 od 4 l C . . od E o 5) This doss is designed ina=rda.40, me 2003 lnterw&w+pj Re ftueas lweial breads musl be+.st-. irmd te ip ymt lateral mov e%0, are breve F all bra.' W me mbew buckle is We same dvecdm See BC Sk-1 All 6) ser 0 MIV CaWinent Sa" lR? aA baldlrq designer requl. Twds. eat enihit dmdng mdiraies eoce ese of respmsf Wty.,A* fW the htss w4lpmwt slrem. The suRatiWy and use Moss WSS COmpme0l far airy 7 Th ) e s padlculer biuLt'm8 Ls p?e responsiemy of odrer4 as indwated in the h'?de+9 mde refarenrcd W ss dasi? smndaN ANStrrPl 1 W:aples2. `illrl! i H F II!!!f Y LDADCASE(5) Slaeddd GY ., l4 el STE , '" q, ,, 1 p : Ca1 60970459 ? - • ^"9, ? STATE 4F S??IALn? ?. OCT 19 209 m Truss TrJm Type 0Ly P MhCemWdge C11 AS-3J D!. HTTIC 3 1 .fob Re(srersas (WIJ Stork Bulcin9 5- pgt, Fmnk IN 46131 7 OOG s May 38 2 1 WO ItlesNes, tnc.. Fn Dn 1914,x:02 2W7 Page , 6-1-12 7.8•G 10-3-B 19-10-11 14.5 20-7-0 ry1-/2. 1-5?J 2-7-3 2-7-3 1-6-E 6-1-i2 ssrze= scores 1: W.Lj 0 z,4 mmt)= 3s4 f4i2(1= ' 2x4 NTO If 2a4 M13t ll , C E !D.[* F'2 6 2a4 Milo 11 F ( d ?• 54MRIII r- Sal MT2011 o G P F € ? VM a{? rv d L K H MNT20h asu?ll Txl M12l? 4al; mmt MTZo11 6-1-12 14-&4 20-7.0 6-1-12 8.3-8 GA-12 LAADIND (F s0 5PAClNG 2-D-0 cm 64 C 0 DER in (10c) J Lid 06 LK IS% 240 Vert{LL) -0 PLATES GRIP MT20 244!190 TCEL 200 PLVW €m se 1.15 TCDL 100 Lumbeo3lr.+ease 111 . T BC 0.32 . Ved(TL) -0.i0 1-K a399 190 BOLL 0,0 Rep Stress J YES ' V43 0.15 Haz(FJ 0.00 H fa r4I Weight 2CZ lb TP12002 BCDL 60 Gcde IRC2003 LUMBER BRACDAa TOP CHORD Seuc4ral wood sheehin8 dseclly applied or v W P P%. eraa=pl end VMCM. TOP CHORD 2 X D SYP N. .1 BpT CHORD 3 X 10 SYP No ,2 EDT CFIORO RSyd ,it g duecty apOM w' 10.0-0 z br . Yzes 3 X48YP NJ *Eacepr , Dws } Brerc W A, 3)z M VJ32 X 43YP N-.2,V.32 X45YP No 2, W22 X 4 SYP NO.2. M 2 X 4 SW 14c.2 REACTIONS ($YSxe( L=11531035, H=9153163E Ida[ HmL=137(LC5) ldax UpTdll=1B(LO 7j. H=18(LC 67 F IRCES Qt) - Matlmum CortpnasittJAlavhm?m Terteion A-L=1154M9, Gi1=115M48 E-F=T6B?125, F-G=-1120., Gx-82!85 C-E=87165 &C=768x325 6=11267: 7 CHORD A , . , TOP - , BOTCHDRD IFL=22x226, .4K?y758, F.fF0r758, H-0=3/67 A-K=-9l/G3, u-1=10!743, D#k=0ls`8 4K=591397 FI-?+M34T E-M=821f203 H21J'103 BS G1d- . , . - , Wc NOTES (6.5 1)flnbalBtcFd mM U. J nwe been wnsldafed 1. Nei damn. _ _ aIJ pL t 2) C 77.02; ffi ery J F? E: _ (J 2 C d 24I IC R C ae 3 A T ? l MVJFRS inenl6ers a-r S, I?and d i9ned r ? r DOL= T I ? Plate 9 R ? ' S specRed: 3) Tb puss hers been dast9??ed 1¢e ;0.0 Pff Qot[Qm clsad as'e load itgicoMUryenl MFn ary other Trve Weds. ' Gld, E-M m mendrer(S). 47 Ocy7irtB Deere load (5.0 ( leg bo6-m ps ed 0* to J ctrortl wed bad b chord Ilse bed (40.0 PST) eM ed St J et le abk C AMSU )f Innis tions tofo joint Laa119 tryi7R M jNnl N. l wpplift PoWft 6J Me J cor. eCeat(Q JM sec li al Mi 7 R$02. 111 o lR Resid and mler standarxi ANSVFPI 1. iS.1 a-ni J e4e.otlonal ential Cade les TIM, lluss ie d ith Me i0natlN ecmrd c with Ikl 5t la E)NJ trained to bmw E) NI cm6neo.a latera J must to prevent IffiereE m-veme0[ o{ tie Mace if ak J members barite N Bea sarce drecvort. See fBC514 be BoWwg Competent SaJ In(artg4lon rd budding de lgw leWke.enls. 9) The seat on leas dm.Ting Indicatesa.vWnm Nrespm+biNlity.6*WCtIe buss m.pweA shown. The suiJ end use*f IN J, J .pone,; Wary 11SIlVIII 2 r n? J outimp * um, -eporwibl5ty of Dt"M m irrS®ted n Me buteng cmd r wanted bias Oesige s ,,efg d ANSIfTP41 chapter /,"k N S . I LOAD CASE(S) Standard `w?r'• 1ST Ua f ?cC' FAF , 'L% . e. O ., p - No. - sos1o41a _ =?y STATE OF OCT 19 ZV I JCd Truss T. Trw I MGGLZ99 bB GABLE 1 1 Job Relate bna 3 SlOrtt Bumv 6Wty. Frsrdda IN 46131 7.60'! S IrAY 292o0T MTek MduSYks, bm. Fd Od 19 1405: D3 2]07 ?age 1 -011A 10.3-g 2D-7-0 __ 27-6y1 ri P-1 Tfi iC'3-6 10-3 GT7-4 Sah- I:fio. 4a5lAT20= 3 K ? L H E { 10.nbru- m 1 F i N E ? P 0 ? d ] 1 3rS Mrzo I I axe MT20 I I f] 1 ry Q G € 672 8 ? 8 5 4 A 3 I 61' H PJ Al ?1{ ,>F AE pfl AC " M Z Y x w V U T 4xa Mrac I3 59M cm 6[t LfRC II 10-3-8 20-7-0 tp-3.g 10.3A I Plate 0HSets (X. :E eu A13:04663-4 LOADING IPst) 67A0lkG 2-0-0 051 TG C 67 DEFL in (bx) VdaB Uu 00 5 Nr 120 Vrrt(Lta -0 PLATES GRiP MT29 2411199 TOLL 2C,0 Pla4as lnveaae 1.15 0 Lumber ln¢ease 1.15 ?COL 10 . 190 9.31 . Vert(TL) .00t S Nr 90 . ECLL C.o Rap Stress lns ND WB 0.26 Hom(TL) -0.08 AM ri. iJe V4eighL 242 Eh 900(. 60 Cade IRC2C03lTPI2002 {M'rW . LUMBER BRACING TOP CHORD 31., rl woad shwhno duectty appal w 6.40 m W* , azcr.Pl eid Vanua TO' CHORD 2 X 4 SYP N.1 BOT CHORD 2 X 4 SYP No.1 D07 CHORD Rigid cei9ng directly eppfe or 6," or bracing. - WEBS IR Muddpt L-Z IXY, H-AD, G-AE • E..P! WEBS 2 X 4 SYP ntn.3 $T82 X 49Y?Na.2, ST52X4 SYP Nut, ST42 X 4 S1P Nat, STS 2 X 4 SYP NO .2 JOINTS 113" M J(s): AL. A0 5752X46YPNO2. ST42X49YPNo2 OTHERS 2X4 SNP Ne-1'EXcep1' r ST22 X 46YP No.3, ST22 X 48 Y? Ne.3 Ac`ACYIONS (IbYSke) AJ=1131207-0,AN0=13t120'?3,AS16'26iA, AP=2120-7-0, AA=131120-7-0, kC=772G7-0, Z=902120.7-0,Y=9420.7-0,%=97/20.7A, Nr-962U7.9, ~20.7-9,IJ=541207=!, AD--gU2J-7-% AE=JBI2G7-0,Ar-9] P%AG-WZO-7-0.AIr'S&'20-7-0,A7=54M-7-0,T-111'247A "H=A. =303(LC S) Max UPIMm-607(LC 4), AP G 6), Z=74(1.C 7), Y?51LC 7), X= 4LC 7), %N=S3(+-C 7Y, V=a3(10 6), V1< LC 4), AD--91(LC 6), AE-4t (LC R), A'1 i40 H), AG--51 (LC 5), AA =84([-C 7), AI=021(LC 5), T=563(1.0 5) Maz Gra -125ll-C 5), AM=207(LC 7), AS=33(1-0 2), AA=1901L0 6), AC=45(LC 2), Z=t 02¢C 11), Y=94(LC 11), X=9T(LC 1), YV=BS(LC 1), V-98(LC 11)_ U-570(LC 5), RQ94,1C 10), AE=90CLC 7), AF=97(LC 1), AG=95(LC 1), AH=98(LC 10). A10' S1 (LC 4), T=601 (LC 4) FORCES Qb)- f4anlmnm CaryxevsiaYMawnwm Tension TOP CHORD A-0-0N2, B-C=25fd2B5. GD?9R11A4. 0.E?9f768, E-F=3{/210, F-G=23 54 G44-24/.290. T14 "Wu, 4=3F?270, JJL=32286, 4-A=244273, Rte' 0M. D.AJ-267604, R-T=274251 0.P=-53/166 P-7-Bar13B N-0=25/210 N=23252 4 M - . , . . - K-L=MW I. L-M=, YZ9 dOT CHORD AJ-A.'=1491159, AFLA1=14Pf159, AG-A"-14-59, AF-AG=14-59, AE-PF=149!159, AD-AE=19IXt5f. AGJSY-1401758, A&A4=144'159 01158 7159, Z 740!1 V - W = 59, - N159; X= Y=i4M X - 01 1 LA 50 1 M A A , =)t4.A`f4,4.AMA ALN0D 7f0A --3fi 2207 !0, L =l5 13 -XmI JO, 0.AN-A0=--AD -PL- 128(6,AGN?O, AD 20 4/9. ,M - `- . A - U L AK AM WEBS !- A% Z=6 WYM54 P-V-255. QL=22&245 , H?1M-]61100. GPE=8214°, -79! N=BSl53 85186 7A=156(0 F - , - . . .m0. . , P AµpP FAF=87153, EAG=80452, D- V4=-.B2155, r-AP 57249 NOTES (9-10Y N t'y1lHL ll?rM1lrllF Unbalanced roofpsmloeds havebeen mnsidered lorlldsoesign. 5` C?A,uy Z? C £d?iar(Z) zone; ceatlla`rer ? ' bl oneand C MWFRS i ?5 l e w c ga z ? VV [ 2J 0&d: ASCE 7-02; 90mph' h=25ft; TCDL=6.Op6L BC0L=5.905$ Cate0ory 11; F? B. enclosed: ? s ? mmersaM farrPS d f GD k ? , ? T me or TER, i left and l(gtd eryosed; end vergmIle R and li(lt4 nPased; Lurtrber FlOL='t.6D plate grfp(YJL=1.50. TJea trrss i6 desire ?'Gxs r- ermaIl • Q Q '• a km s INFR9 f ' ? ar m p c and fP M 3) This "o has been designed far a I OD psf bodcm dead 9+a load nmraritruret0 whh eny other J. te8ds. ? 1 y 4) A4 ptates ae ZIA M720 urdsas o1ha wie9 UdlMed. _ (rD• ( _ S c-EIta MUM coitimwu; badom awm bearirv __ 1309'€O41g ! __ Mra; rp atj*Y s) AM, AP..n iders per" lG Ora- vaoa usirQ AN3I1TPI 1 angle b gnatr: le"A L E'AI*19 deai¢MZ shou€d verily Capa* of beenng _ f surface. STATE OF 71 P mvlde medtmndM rnm,.otin(by others) a truss to bearing Wale capable d Wthsfa"Erm 007 lb up:IR at ldm A4.8lb upm a:joh% AP. 74 IS OpFfl at j." 2% 42 lb upl4tatle?l X, 50 fb bpMejoVd W, 331bupl4latidstV, 600 lb ep1TAaQoW U. 91 ?uPr4laft,afl AD. 411bupVlvnpwaAE, 421b z r + 45 lb uOft eljoint Y ' - . uplfYetjdnt An. 51111, uplih alloinl AG, 34 b of ift mjdn[AH, 521 lb np441 at Wnt Afand Sm bupm a joln`T- bra 2003 mtemati:aul Rasltl¢ntlel Code sections 8502.11 ,1 and A802.102. and referenced 5lantlad ANBL7P17. ? .0.. - 5t l '1! •.,•' •...•...•- ? ? ' ` m ecmn arce b t 8)TMr,b1 Is desigrrad 1c Y/O?A? ??I7 j 9) )v rant rrwvs faier4 bmms must be r e•'belned to praverd latstal mo+errrard of the brace if all bmc d members b.r.Ue in dre om 3neafiop. Sea BCSI.1 1`` 7 1111 RLMing Campow,,l Safety WcImmttion and bulling de5igr4'reFuVarnenls. . sddY for they ss CbmporceMshow, The audaLiSh(all uSe ul thi9 bvsb ranpensm fib &ry tance d res msjbr f d` ffi ? Y ss ar vp c p 1C) The seal tal M* draMn9ln pmtica€al buikh>p ks the respo^s;?Ity of Uih?rs as lnelwled'm@re brrihing cede rekrenced truss design standard FN^ .ltch?ta 2. LOAD CASH( Starer OCT 19 2W EB IC!Bmr I5 -? 11 ? 9-ti-8 15-2-0 x_19-7-6 2p-6.12 3-5-B G1i-4 111 ?. 3y-0 6-2? 6-2-8 9x61dT2n? D F 9-11.8 9-8-0 LAAWG (fit) SPACING 940 CSI TOLL 20.0 plaleslnaease 1.15 Tr 0.72 TCUL 10.0 Lumber In taase 135 BC O.SB BCLL 00 Rep Glr s Ina NO WE 045 BCDL 6:0 Code IRC2enTP12002 (Metrial LUP9BRR TOP CHORD 2 X 4 SYP Nc,1 EDT(-NORD 2X4 GYP Ne,1 WEBS 2X4 SYP No-2`E.M-W VJ4 2 X 4 SYP No.1, W6 2 X 4 BW No.3, WI 2 X 4 SYP 140.3. M 2 X 4 S`!P hlo 3 0T4ERS 2 X 4 SW No.3-Fx-PP ST42 X 4 SYP lk 2. ST32 X 4 SYP No 2, ST4 2 X 4 $YP No.2, S T 3 2 X 4 5YP Nb3 REACTIONS ofd) H=781A}36. J=7fi11 m Max Max VPHRH=-35(LG UpWH 2 t U; PT ..F-97(LC 6) DEFL b (?.) hdeS LM PLATFS GRIP 5ra,1e1) .0 i2 PJ >M 240 MT20 2440BB >/¢n[TL} A 24 W >9T5 180 Harz(T4) 0.01 H We rda Weigh!'. 222 ih Sale= SPACING Top CHORD SauCUr? viwtl sheatuNi9 dire-^Ih apPfietl or 8-0-0 ec Pu?SUts. ezcepl entl vetfi:9l5. 807 CHOW; Rrild ®3n9 &ra* aPPtred w lr-" mar 4- YWEESS I R. at midpl GI, E-1 FORCES (Ib)•Mavermun CDmprassiGrt7.la+vnum Tehsl>n TDPCHORD A-8-0Y42,6-C=t4W1M18, GlK-=5HO96,CE=86>?185, E-F=1221510.F-G-b'G2,&J=1757119, F--E=15&517 BOT CHORD-J=56B7178. Li191354 WEB5 LX 96'563: W=1051Yi3, =-E=7fir559. C.7=-670!74, E-H=-691(!3 NOTES lmu) 1) Unbalarred roe, B lo3dsi beene Sidea¢d far U* design. Myef? eNe eOG Lane atM GG EdefiarL2)zMi: cantilever 2) lendASCE TAI90mph; h-291: 7eft Q BCDL=3.6ps1; Lalegory II;E?B; eficEOSrf: 9 kftandrgM e>¢ased;eaE Vaztrcal left and antl rigW hlexPosed; LunLer DP1=1.80 plate Blip DCM =160. Tfds Was is dasi9nad fbr GC for members a?M forces, and for MWFRS far reeGtcOs speraRed, I MM (no li e7, see eCSI i end budlipg asigr.er req>rrernerns. 3) Trws des{gyred far w9ra [ceds R ere place e1 Lhe Voss onH. Far scads expased : 4) This truss has been de-°Ygncd 1e+e 10 0 Pat betlarn shad eve bad rgnconcuPen 1?im anYAMmar erl lira e load Ipad%- SAR.platesa 2[4M 20 u:tle•s dherxlse in6mted. 6j Gable studs spaced et 1-" oc- pmvid. metvw* l cormecdon (by omen) of Less to barring owe capable of wwilhsfaro3ns 9E b upm a( ".04A Hand W 1p wg.- 0 jdad J. 6) TN. adss is designed in armrda0ce W* the 20M lnleiaaO" ReMdenliel Code sedN 8302.153 End R902.102 send tefemnc d standartl ANSVYPI 5- 9j M CoKnuWS ?aeraf Mb-8s mvs[ ba IestrePrwL ie prerera lateral movemenl d ll.s b2ce X e4 hrarEl nlea5aers W rJJe in the Smote dtx5on, See HCS45 Bintdeg Compmrenl Sal" IWormatODm and b'-Idn8 designer tequlrements. arvd use a/ Bra buss component far arty 10) Tha seal . w this dN"g mdraataa °"'° of reapamlhllty solely fm me truss ampnnen5 seawb. The wilab partrc der bul®ng a the resP°'+sft d utlaxs as indiceled b 1hd WKIIlq code referen"ad Voss design stennard ANSYPI 5 clh Ply 2. LOAD CASEmg) Sl Idl 5 •`G1STy` S d 1Q6 Fd"•,•7y 7 i ND, t 6i7916a19 I STATE Of ow i 10 710 OCT 19 2001 J , aps AITln= 5ra Rr1'2Er e s urzn= bb Tnrss ?Tnes Typo Cty PIY IM1^.aridmd9acw rr?s i VJCA299 EG GIRDER i L,Jab Ra?ranm( cn 7, WO 6 h1eY 292061 Nulek bidusties. YiC. Fn 0? 1910:65'0520]7 Pape 5 S 9uiNSg Supply, FraMdn 8496137 -Ile 310 9-11-8 t6-0-'3 19 ?fi 0-1111 's-14-3 6-1-5 5-1-5 3-1 D-3 0-11? scab=7.eg. Sx8 MR911 P 1pm? 3x6 MT2" y? MT201? 5 E I C f E ]s9 MT20I] 5S1 MR2¢ 0 F g G ` ? L Feed apply bearing blocks p0f note "low R SzsD MTN I I 5x8 MT]0-' 4x10 Mr1C I 5.10.10 14-0-0 15-}1-D 5-10-TD 84-12 5-10-9D LO NG (psf) SPACING 2-DU CSI TC 094 DWI- in 0m) pdea Lid PLATES MP l'ert(W -Mil FK 1989 249 MT211 2"10 TCLL 2011 0 TCDL 10 Platssl?? 1.1s LumEer lrr 1.15 BC 091 Yerl(R) -0.39 FK 1597 107 . BCLL 0.0 Rep st.e s Wu NC VJO 074 ' H.-'rm) 0,02 H rva we 7zigm 35411, BCDL 6.0 Cpde IRCMa, U0(2 PC) Nalr LUMDER BRAGNG end ep-sls, TOP CHORD .$rl." WOM Shealfnr,7 dlfss4 BWad N 6.0-0 n=Pins, eX"m ve TOP CHORD 2 X 45YP h0.1 BOT CHORD Ripld c fto dhec9y apps d u 10' oc bna ng' DOT CHORD 2 X 6 SYP 24OOr 20E NF_BS 2X4 SYP'".3'Eacep M 2X 4 SW No .1. 752 XS SYP Nat, AG 2 X 4 SYF 140.2. VV32 X 4 SYA NO.2 REACTIONS (thine) } 67J9A.'i-6, L=499 3-0 MsX Hs z L=276(iC 33 PAM Up15tH=1021(LC 61, L?29(LC 5) FORCES (m)-aladmtmt Ca.'a?le5'aIDMNadmun Tensgn GD=?5EOr907 0-E49497957EFU.571163 F-G=01a2, D-L?Wtd6, F-H=-04&t7t BG=2171548 4 . TOFCHOHD A-6=W 2, BOT CHORD L-7y`932950. K-OD?356, J-K?29,'25P0, 6J=429/2520, H-1?6413i27 GK-306/1437, D-K=54112601.0 {-5023427. E-1=321J152U. G! =-51 D3fT94. E-H=53'E4/6:i1 V Hs Nr,oms (9.11) 1) 2-pfy Ws5 W be cameCEed lapelher Yllfi 10tl 17.751'A"J nalk. es fomws: Tap chordsc neded as follms: 2 X 4-7 tow0 D."oc. ? Balsam ehonls rnineded as fofl x :2 X 0. 2 rows a 0-7-0 Wets .-.led 961011.s: 2 X d- 7 roc/ el A840 a 2) All bads me =vildefad equally appked 14 A piles, a ;opt d naiad as from (F) a Ca.l:(2) taCa in he LOAD CASE(S) section. PIY M Ply'smnasn.. have been pn vlded le fthbule orNY lases noted as (? or (B), ur4ass o.lwswee lrdeated. 3)lk,fi Wced so:4 We toeda We been corlslde kt Us dr6p. B; e3 wsed; MV4FRS gable end zone: canhleverlen am riy/d eXppsed; end 4) Vdmd: ASOE 7-02; 9OnPR: h=2ft TCDL=6.Ope,, SC DL=3.5psi, Calap 9; Exp varbml lefts fphte=ssd: Lurnber DCL=1.60 Fare WV DOL=1.60. 5f TKS has has lawn desidnad.`nr a 10.0 ps1 VA= chord We fhad nonCOncurerd vent arty ohar live Inds. late capable of mthslendifud 1021 as ualtlt m,mn! H and 020 Ib upIst ntJC * L. f hiss to be.. n' ft fi. b p lers) o . ( y e 6) Provide medanlral connl 7) 71ws Lass Is designed In accordance W, he 20M Intusatlanal Resldentlal C Ae sections 850211 3 and .rc8C2.102 and fef--.v d ytsndard ANSIITPI 1. 0)C4,,lowfrnea tie-in span(s): 17-3-8 frx 0-DD to 530: 337-0 fmm 5301a 19.11-0 d of he breve d aS braced members bJC/de I. he Same daeclbO. S. BCSF1 l nrc,m,l 9J A5 mn".na slate? h:aeesi ee resWned to prswenl lotem 1\t 31113i11lliz0y \\\ lj HAdslg COrnpirenl sevety h krnmrum" MdMD desi9rae mukemanls. NN ?-. hr?y l/i hdcases accCptanta of respetsiiNfM scleV for the Hasa mnlponenl shrnvn. The srmabi?am pse of lhis Lacs GdTllorreld for %V N%% d n l Od , .. NS g en s rzm 1 ? Tne sea mUClim'boikHnS is he reapulSAH-r4 of olhea as btlemed m he ba9dmg Code rate annad Wss design slam" MM M c d apttr 7 `NN ,V sr a k awedn N G ^ 1 b l S"f' p r : g ` ? CjI Ej(7? f? ez n9 ..: 11} 2 X B $ou pile ba-adng Node 3K bog rllalred a[ he bearing a5 6aaM. Locme on sXie of bollprri rAmd v.7ta the alxk. fight agabst tlae 6 ? + d ? ever y. M1 :. Q Y the fi>n vrid3h W the aeedn9• Nag each b1ocM m **.na Ltfss W4h?610tl oaf s spaced and sl8geere Q ?•, 2 No. LOADCASE(5) Standard 5)Fdepfdar.LUiber hcreCSC=1.15, Plane lncrea1. 15 - s097N47S i _ - Urdfoon Loads (pL9 Vad: L-Q=-262(F=27n) H-Q=WSIF=563). A-8=-6060=60. IDF=b0,F-G-FG STATE OF NN ON f Hninta . OCT 19 2007 3 -Orr 7-5.14 14-10-4 16-79 0-11-4 7-6-14 7.3-6 1-8-12 5 MTXo- 7.0112 66x6 MTh'r•= MD= 7-5-14 7-6-14 9-0-2 L D6DING{psR SPA?NG 2-0.0 k CSI TCLL 211.6 Pieies bcrea,e 1.15 I 7C 0.70 TCDL 1C.0 Lumber lrlcre?se 1.15 BC 023 BCLL 00 Rey Sd hw YES WU 0.32 WOL ED Coda 1RC2UM MW2 IM I LUMBER TOP CHORD 2 X 4 SYP No.1 BCT CHORD 2 X 4 SYP No.1 wrE9S 2 X 4 S'I'R N0.1' ExIWPV 032 X 4 SYP N. 2. W12 X 4 SYP No.3, W2 2 X 4 SYP Nil OTHERS 2X4 SYPW3 DEFL to poq Vdeft Lid PLATES GRIP VeMLL) -0.10 F-H 998 240 MTZD 244?190 Verln) -0.20 F-H >W4 1W Home) 0.13 K rfa :Va Wegnt 152E Scaly a EIPAUNG TOP CHORD SWCtN>3WOM sheadit 6e applied w6-0-0 od PUdms, eXc Pt endver0cals. BOT CHORD Rigid Gang dueadY e p" a 9-16-1 w bMdlg. WPBS 1 Ro , ei midpl C-H, GF, QF REACTIONS pb.'sim) i=6h3?A3-R K=566M}3.8 MeX H=lm40KC 6) Max UWK-297(LC 6) FORCES (Poj-MmCarrpressiomladaXhmum Tarilon TOP CHORD A.-D=A'42, &C=-497fD. GD=205f/G? QE?S3r88. 6-I?C9:O. F-J=-0l0.?6R6. EJ=-410.'G% DDTCHOR] H-F-424r66, G{-p..2011278.=-G=2mi27& 14EB5 GH=?7/2P7. GF=?6W'272, &4kOfY53.6F-3w'SRL9, E-K-SG/R07.-1-K=-1Trr6 NOTES ?$) 1) Lbbale CE 7, f eve batls n h=25g h2 b; een conatlered -CML design. 2) Wir:tl: ASCE ex ed Dom GeN$wY 11; Eap Bg ?cbS C-: fMV?RS , m gable zone ertd GC Ededw( cantilever T1dewssd:s?ned ed f w GG fu members ad nd l«ces, and is MWFRS 1a mac reaclfans lef!and dgTt exposed; Lumber DD Lzl.W .60 PfW p1ale 9rIP dp DOL= I , Co 60. u M.Flred. 3) This buss Des bees! designed 1w a 10,0 paf bottom ai d INe Imd nonoonv+nent wth zrry other live beds. 4) Rearing d jvlrgs) K wnsde pane m9radr slue bsarg ANSLTPI I WVt0 m 9rek) latmule. Building desi9 W shouid verify c adtY eI L D3MD surface 5) Pcovoe mec snla ?c0we w (by others} a buss to bearln9 WNe tJlyeble p1 yOsWTdkbc 297 b rfy4R a ymt K, 6) This Vusb is designed in a^aN.]d wM the 2M3 lnt'srlagend Reslden6al Cede sN.17(NM R502,1 IT ard RW? 10.2 eM refer ed standard *N-A fP11. T1 pp conE'awous ta.era brace+' mgt be reatainad 7o preued fatemi movemert d 01e Cface b a0 braced members betide fn 9re same daeCtior. Sae SCSf-1 DulWW Ce111PbrleM Sefety Ir&mma m a9d buiidh6 desigllef reaelreresds. 8) The sea on thre dra,ving bW,® awep"m Ofr.sPcrosZ ty sd dy J.,M Muss cort'tlmlor°I sir. Th¢ euaabirry"..a GIles buss canP.S MWrahy pev-5a ar M0, U m the rEv,' SrrDAty of others as'mmcated'in the b Wding wde refeemed buss, des lgn standad MSVIPI I chapter 7. LOAD CASE(S) Sls:rdard L? i NG. 60910419 STATE OF 1 OCT 19 2007 F. G au mT2011 8dr tdT2p= 5110 MT201Y aN NT20= Truss Truss Type Oty PY wcanbd?D Job MICGIZN G M•]N0 ) t 'm Refs. 1 TOW 7.000 s Vey 2B 20G] fATek lx+usdias, ltK. Fn 07 ;g t4:05:D8 Page t Blidkg Supp1Y, He- IN 4613: -11 5-5-12 10-E-0 0-114 5-5-12 5-24 5:aie=1:46. Jas Mr2d II 0 r-U A ? Ni2Y ? MT2011 48-0 10-8.0 Pfale 0lixts Br at-1 Eli e LOADING(psf) SPACING 2b0 0 40 IC SI DEFL in (lot) Vdefl Vtl Ven(LL) -026 S-E '480 240 PLATES GRIP MT20 244M90 TCLL 20.0, Plates decrease 1.15 15 1 TC BC 025 T Vet(TL) -0.50 gE 247 180 TCDL 10.0 BCLL 00 , l4snberhsaease Rep Stress I= YES WE 0.20 ?(1L) D.00 E NO ma Welght: 61 b SCDL 6.0 Code IRUMTP12002 (Matrbr) BRACING . TOP CHORD St,,h.W vrootl p ?ece1' aPltded ra & oc puA11s, except and vediralc LUMBER 104-0 o: bracing. g. TOP CHORD 2X4SYPflo.1 BOT CHORD RV d ce rRln 6ag directly applied it BOT CHORD 2 X 4 SYP No.t Nr•,BS 1 Row M midpl VVEB•S 2 X 4 SYP No.2 REACTIONS OWsae) B-4bU38, E=370# 3-8 Max Hors B-303(LC6) V. ax UW.E=t 75(LC 6) FORCES Qb)-Madmum CmWresskNMaxmrom Tension TOP CHORO A-B=W3E, &C?36u, CC=137161, D-E-71850 BOTCHORD S-E-13642] WEBS FE=2791181 NOTES (5-e) encbsatl: MVIFRS fAae end zone and C -C Exterior(2) Lore: ta141ever aleguy Ely 3: L 1)VMd:ASf 7-02;9DmpIx M251t TCDL?.Opsf BCDL=3.6psY C d: and iQ MV.FRSfor raadians errlDersaM S«ces t C C , ym 7r - left and 1igN eoTosed ; Lunba DOL=T6D Plate WiP DOL=1.60. This buss a designed 2) This Insss has been designed for a 10.0 psf ecew, chord live load normcs ant wN; any ? We bads. ther:) of thus b Dearing Plate capable d-&-sends g 175 lb upM st mm E. b i y o . 3) Provide noaarkal cmmacDon ( 4) Tres bussis deslgned In accwdtl vAth die 2D031menmfiorel Residential Code sections RS02.11.1 and 8802-10.2 and refeeenced standard ANSVFPI orate R ad 0.•arcd members buclde In lire same directim. See BCS41 f d e o 1e 5) All mn6nuous lale:ai braces must De resDahled /o prevent htera mwemel Budding Cempone1d Safety laomafion and budding desigw mq kienents. stlwm. The augab'ddy arrd use of Dds truss component for any calm aooept of mspcnsYAt/' sol* for U»Duns compsv ll ri i i e d i n rew tlg s 6) The seal on d arfi l budding Is the responsibility of odlea as Indlcalad in Oie Wdiml code referenced buss design stendani ANSV(PI 1 M)Vpler 2. p LOAD CASE(S) Stared Pp1?11HE„? ``t '' t - No. 609104 i9 STATE OF ?• ? • DIAN OCT 19 W Hp TrJ6s Tn;66 Type Cty Ply MACambrel.l l 411 GS GABLE 1 1 Jbb ReRrens 10309 Nay 252r 1 'sriah 1 1'7dlln]usir95.bfr. Fn Ods914?05.09200] Page' slxk a iw Soppy. F2Neei IN e519' 2w or.rm 4*-0 -D-71-0 II 0.114 4-0'0 E srais n 1:17. Da MIN It 0 eR tx W1 ve MI II SI c 0 pt ) iY (i I Sal iY ) i''?% { A i ? ? :f? YY ?Y ) f 2c1 lAT20= 3Y4,LITed II isC MTTb IE Lc4 MT 2011 40-0 4-" Plale Oftse6 ..= E 6240.1 in 1 ) Vdeft vd DEFT PLATES GRIP LD.4LYNG1p6f1 SPACING 2k0 C51 TC COG - Ver?(L?-1 0.00 A M t20 M720 2441190 TOM 20,0' DL 100 T Plates km s V is Wmb¢r lnceese 1.15 RC 001 14s1(YL) -0.f» A .Mr Na Na - C BOIL 0J Rep Sims lM 140 ' 02 fL) 9.W Hors( VJagM:251b ECDL 50 Code lROL009RPI3002 R LUMBER BRACING TOP CHORD StnMural woad sbeath'etg sNecy ePPlied a 440 a purGns, aarEpl end vareual6, ,DP CHORD 2X4VWWL1 BOT cHord) Rqd oeftu d1Irec99appeedor1080 ocbmdng- BO7 CHORD 2 X 4 SW No,l VA--66 2X48WN..3 OTHERS 2X4 SYP 140.3 REACTIONS PbM.) F 3y4C 7, $=1191480 G=.0?4-P0F O Maz HOrs =132(LC 8) Max 11p€M1IF=15{LC i, G=50(LC 6), H=S"10-O 6) FORCES (b)-MAdln:an COmpmssOrJ1461dmdm T6g5)on TOPOH:)FD A-B- n. &C:-1t7M$, Cry-??25. ?E--22!13, CF-Ml . F-G=0111 C RO B-H?.3P1. 8, WEBS H-6996 NOTES f&5J 1) Wing ASCE 702; BDmtYlf; kG251[; 7CAL=5.OpN; 91•DL=3.6pst Cet?vFY II: B? emdosed; MWFRS SsSk eld zone arm GC cNeriw)2) zure'. ratiPSVer and for p1YJFR$ for reactiw'e bers eM {was GC f f , or mem a left eltd riaM eRUSed ; LvlnUar OOL=1.fs] Pkale9dP GOL=160. Tits tons is designed d6I, sea BC511 dnd buAdiAg tlesipner reryu$eme`d8, spedRea. tlI I s oP dr(Xd We bad rwnc' q" %Wh afW o0*r ) 7ti s bv64 has o deslaneed f01 a 10A psf LOOMM 4)Gable regueesf rbWous bO6a0 cMtd be,I 5) GBMe sheds Spaoed at 1-40 in. 6) Pr vpa mec3tanic2l Cu'medieR (M eAeY5) e s W beat'ai9 piaW [apabie d 49taliamlma 151b 1WIift at 1&d F, 50 Pu p% at )dM G and 301b uplift et to-e H. 2 an] ralerazlced stanea<d AN6VFPI T. 1 and R80210 8502 11 "' , . . oes T) T1es Voss is designed h areO+?3t?'riN 11re 2W3IMemalimal Residential Ootle sew t le[aral mov4Tent d the brace H ail LsdQd men'7ers burkie kn Ote same &e=dW1: Sag 6C61-1 " d 1 o paren ace 61 M CMflrwws 3FdaJal breves 1tanA Se msgp l %. 8I COmpmlenl Safely Intmrs6art wd buudoig deSiww regtR e0 tnnl ofmrmsibilly wady for the trusswmpmmSharm. Theslait?T?y arld:aedtiils L[ISS rompalen)for enl' = l 1 as. g 9) The seal Arm d116 drwiulg lndlce paruwiN buAdesy RH'e tasP ib?q'ddhers as biLL?le7 in the buildingcode refererl:ed fa15a desig0 slandatd P14SMfFit 'e<2. t N Standard SE S 9 '= GJ = '(11S?Fq LOAD CA ( ) No 1 c . = 8091fJ413 ??i STATE CFL y AW' 1411 ?rrt. )IUU1 , OCT 19 2W1 Truss iris's YFe 'my' Iny MBCsAlbndga101 ddb Mh;?-ZB9 H CON.MDM1' t Refam :e tin i:fA 5Mey 292007 MRCk lltdu6ldes, bt:. Fn Dr319149s:Dg 20D7 Pe9u1 OniKag SUPp1P;N 46131 r017?, 5-5.6 ?, 10-11-0 71-10q P-114 558 ?5-B 0-11-4 ` swiss • 1:l7, 44 M20= c ]a.Dp -M TN// d}@ M1H0?? 0 s E N2 ? o G Is4 IMe Ii 3x10 MT39= bAMI20II 5-5-6 10-t?-O 5-5.8 5-5-8 '. Pbsle Olisets `B' R2-14 o-2 :62-160-2-0 LOADMG {ps1] . SPAOMO 2-0-0 8 DEFL in VdA Lk -0 01 Fes) gN 240 PLATES GRIP Mf20 2A411 V J TCl 2DO Plalas4r? .. 1.15 5 15 rC D.3 DC a1D . VtCMl -au2 F? >M 16D arl(TL TCUL 10-0 BOLL 0.0 . LmiberbaaPabe Rep Stress lna' YES WB. 0.05 Hars(TL) O.S F Na Na vve;;M: 75 lb SCAL e0 Lade IRC2003rPM2 DZ (mull14 BRACINU sPPiad tt 608 au 00". rsxc¢pl end vaNeis. Y(Ud shce11 p d LUMBER TOP CHORD 5Ma " ar gL 6laurg. BDT CHORD Ai?d ceiinp &,* apPli 6etl pr 10 10 JY0 oc TOP CHORD 2 X4 SYP Hal BET CHORD 2 X 4 SYP Nai s'ExrP.pl• VTcES 2X N P V1S 2 2 X % 4 4 VP Ra2 /,,,CT ous (usS e) H-04w/ ". F=44&338 MacH=H-Igt LCE) Mac IApwH=62(LC 6), F=-s2 (LC 7) FORCES (b)-M?mr?m b.)Alpmssipr64srimum Tension 4D=i14ft?c.i}E`Of42.&FY--d131tA6.6F?-8131118 B?--314%2T HORD FBX'f42 . , TOP C DOTCHORE GH=163l19e,F-G=D?1 WEBS GG=56F36. 8-Ge-64'750, D-C--s1115t NOTES (G7) 1) U bsien.-ed lpV Iva bads have hewn cons3dem0 for M1is design. ale'dorY 6; E><p B; arrlo5ae: MVJFRS gable and zone 3M CC Exle 02) zone; rarti? f ASGE 7-M 90mPh' fw256; TG7L?6.Opsf. BGDL-3.f: C ambars aM lerrss t . MM ai m 2) entl veramf kT alq ngt4 eepvaed; Lumber DOL=t 60 plate gno DEL=1,60, This buss is designed Iw GC d ' ' use ; left ar?1 tight e>¢ andforssF for rpa,ad f fore 10d. p dnoM v ?nenLvMlr an`/ Ilve - ate of Akhsl ; 52 ll 3b R-Ir- an Tas been designe )dtF, 3)Tflrs ke 62nl Y.anb62 tyi P )oq Ae to b* p d wfma ide a te to i1.1 ? nd A61 I i. cazn ?erd(by pipets)pf 2W3 emrnatlm o sldwb Cade ,le sections Bops 9 i s 4) .1 R a2 and reftRen*ed CSI C51 C .,le Ra M wile U,. + i d i gm 7.j ecgo "ss s is is io v t - n 5) m Ns 5r br c to preven[ Iesletfs 6) A AX G cCuoiJaiunus IaL latar ?sl blaees must fie resCained to ye?e "i a0 bRCad memb. ers t ucpe In gas sgne err-Ymn-See B mo.•emeAl w euTdplg Gernpm rt Safety Ir€esme ., and bUla6g del+gW m wemenw, in&xa 'e peince a` resPOnslbAdy &*N fair Mae Cure 7m KnMt shwrn. The svllabiflti( and use al thm miss .n .nl far any d rabqng The seal 1 9.5 p &,Aar buiidi gis mem pmctt 4ofoth n as;MmleC in the buldinU made rsierenced lm5s design saward ANSI?PI tc aAw 2. 1111 1 111ff rf a\\1111 ` `a\\\n [? t.. ? ??I /^?i? LOAD CASE(S) San. ara ? V l ` ? 3 cr V ? L G ! S F ? q V. [ '? ?, a 1 fp r Q? ' ; Z g _ Flo, r _ _ ; 60946419 STATE OF 1 + .? ?fM7fRNP ' I'' r ?,\ \ ?f \\ ?ry tilHlta!(11 ?/ / OCT 191{x'! =GLZos 0.51 5.5-8 10-11-0 1-1C e-114) 55-8 538 0-114 Scale ? 3 lxa MRP- i G SPACING 2-" Dm in (low W n L/d PLATES GRIP K Nr i20 MT20 244)190 LOAUQi lPs9 0 0 ?toes In:leesn 1.15 TC 0.32 2 0 Ver4LL) X.00 90 K M . TOLL 2 TGUL 10.0 Wlnber increase 5,35 .3 BC Ver1(iL) -0.bl W L rJa n/a Haz(I'L) P ROLL O.C. Rep Steel I= NU WB 0.16 . Wa15' 2a it RCUL E.0 Cade IRC2DOSTP12002 IMF) LUMBER RRpGNG end venkals FOP CHORD StupurdG vcad sheaNiCgdlreCtlY'aPP?dm?-0oc?urpns. ezceyL TOP CfiWm 2 X 4 SYP N0.1 6OT OH00.6 Rigd ta&r?dte^?yep?ed ori0.0 oc bracog. ROT CKWO 2 X 4 SYP N0,1 WEBS 2X4 SYP No.3 OTHER5 2X 4SV N03 -E:cWt- ST42 X E SYP N02 10.11-0 5=B3't P17-0,O=6Tf1611-G, N=4]110-1'IA, MR8.4H617-0 R=W/3[?1fA , RE4L"TIONS (Ihrsire) T-t1A'1611-0,L=Tt9.11U1fA, P=tE13110.tf-0, Q=971 , _ W. H=T=191QCS _ C 6}. LC5) c IMrM3 C 2 LC +? } 7}•R-- LG 2 99( P d aILG 4SP=178 ( C7i r? ( 1 %{L O=JBRG $ 246{LC 41 . vT=199{LC 7, L=1931 C Me01 G? Fame, (m) - Maximum C,,rrq essiOnMlat4num Ten5i4t _ T01'CHORD R-T=fi9n35,A-E-0142.6-G-91113B,GiA20M51.6E=PTliOV. E.t=-23825,63 N 10 L- -SW101';`" F3=b7ft 32. J-<=0fa2..7-L= 1 0075HORD ) F-P ?2f<1E? 4oLiR=83168ryGSP 1Q3 t1 6Gf}P=88'SOi,N+J E-M--1091113 NOTES (3142) daei9n- 1) U*alaaoed roof fi e'Dad-havebeenW;naideredtotMs MWr CW"oo" II: EYP R: enclosed: RS 9aMa end mne and GL Eat 2) h1ne; oaN'dever g 00OL=3 SPFf TOOL=E C ms d f , . . . ar p 2) V.SM: #'SCE 7-02', 9e O: h<M w exposed ; end vertical le and NM expuscd; L.W DOL=1.f p7a[e GIP '7OL>K.RE. Tbts husk a designed for C-C far rnembe? en H surd l I C o artd for MWFRS 1af rexllans specified. . 3) Tmse desigM. forwdnd laads in the plane of cuss oMy. FW MU1s exposed W Wind (Pqq to the lace), Eee SCSI S sad bWdln4 dasit)nar req' F 16a6s . .. 4) This C,rsa bas been li lgrred fm a 10A pe bosom uhnrd hne ad ron.:a.IaM wall a-W curer 5) M pmtes are 254 MT20 uWl othwv4. vrd?ed. Gable rogAl con5wc? badom chwd bm'm'. TN5510 ba adb• ShBethed fIOIR we to m S rely Mm d again lel Wag mU'em W 0. . die;mW WEh). Gable aluds spaced a11?-0 oc anKel mni0.wlian (by atllas) a! *NSS fi twangy olefe caPaEk of witlretar,?urs 254 2 uPR11 al jolT,1 T. 20716 udt0 allain: L. 2216 ugddtffi!a 9 id Y11111 it [ ft" rf s nrel : 9i Prrn -06ro upMl at=ohd R. 240m oPl al jotd S.21@rR of joaM.0,4S fe uPNl a<jorl Nand 233 muPNi etjaM M. eie id+ the 2A03 IMemewnal Resid-'ri5a Code sectiafs R502.1 7.1 and 8[102 d acsPlll. s Q? ?. ?C? tY C fl `y ` r N L? X0.1 ance w ee 10) TTis Less is d¢aigned 7o acm? l hams must be fe5beb1e31¢ preYent lateral mo: etnetll of Cle taec& rc of d2rnA me?Mers t I ' ti? y ? ', i G15T a Wa nuous t 1 f P1I CAnL ner tiltxmrA... Bdif7419 COmpaneal Sa<elr iOMmaAm and holdilq desi0 rag enwm. T're suilabi?and ESe dtlis trust mmponenl for arH iadlcales ecaeplari0e p/ rasp01151b?7ily ssltlytOr the MI6S ?Igsmanl d t 2 ti ?jOf JQ? ' rmnna er . 12) The 9Eiw all fills per5cvlar buddin0 is Na responsr'.+55/ of otlier5 as indipted in the twrcdirvd code raa?md illtes desiprr slantlard ANSIff?I 1 ahaP _ t . 6091(A LOApc*s$r) Slaedmd STATE OF "rfaHi °' OCT 19 2007 act miarr 9xk 682011 Kq k !kA, - 13 A LOADING (PM) SPACING 240 CSI TC 0 45 TCLL 20.D PFale lire 515 . DO BC O TCPI, 10.0 L-,mbertnaaase i t5 ND . WB 0.00 DOLL 00' Rep shess inv CpAa IRC2ma7P52002 ldAatra) DCDL SA LUMBER TOP CHOR7 2x6 SYP NOA RFA"OM(Imslza) C=42&4?B, B't1?.'8 Max HgzB=154(LC Sj k1a%LpfmC=5b1LC 51, 8=3581LC 5] FURLPS Qb)f4vnrtmm CamPresC.wdMax7mnm Ten'slon TOP CHORD F 7.0/45. B-C=34WM DFFL in Is) YdO Ud PLATES GRIP Ven(LL) -0.09 S-C >647 240 Ved(R; A:16 S-C >484 I 580 Ha..!n} Zoo C NA We WeIghC 221b BRACING TOP MORE Sburtural wood 9.&Ting direcOy a Pled ar 0&" x Podnli BOTCHORC Rigid CAM"11 do 1), applied or 1r 1P ec lta m. NDTES (E'? TCDL=B.VpSt, 6CDL=3.8Psii Cale9arY lf. EtP 9?uxlosed:MWFR59?le eu0 eve: ?dev8r k'ff mdt7BhA 2aPo+ed; L:mber DOL=7.fi0 Plea9HC WLss1.b0. t) NAnd ; medur l em conneniction d" O c6 Of Was to bearing are able of Wfttwbding 1 Bs Ib nWk at j"nt C at J 118 ib UPM at jtt t B. 3) Bevell el a aed plate [plate aucd srcE is o p Mck m bearing n ti.lts tlv t ss cirord at OW(s) C. R. 4'ec m nih me 2(p3 lnt ema[io 5o k) Taus w55 B desiegned m acew3ance rvTna7 Rssitle+fal Coda pecllOn5 REOQ.it? and R&71.102 amt referenced slanda'd ANSIfTPI 1. 5) W the LDAE) CASES) sadder!, bads applied to the far of re Wes ere ttXed As frmt (F) or back (5). E) All mntinuoos lateral braces must be rest'ainec to Pn;vent Ialeral OwvemEnl cftha w-ace'rf a6 bmn<d members bxdde 1n fha same di erer:: , See HCSI-1 tULR&mg Ccrnpanere Saw W iattn and bu2dmg dearer mquhem 7) Fubndra%?sres apodM?s armponmiffly b tae oldy6m& a rues eveC ??cend?t ehhm . T dwdeffity znd P c of thpler 2ss canponem tw aM' LDA9CA'S#51 5lavdad i) RegWaC Lumb°4lncleas?1 ?5, P:Ae baa'E85e=F.16 Uafmm Loads L n Vert A-?W Trapeaddsi Lwas (pM VM Be.l3wo-c--172(F=1521 Nc?. 60910919 STAfE OF L? OCT 19 2097 c_n_v Jot Tnecs Tn,=TYPe 6ry RY MPCet!milceL^Il MICGLZ96 HR1 RAFTER ] lot aelerenre tlPnan ]:1Pa s May 2g 2007 WTek Industries, 6+e, re Cd 1 1405122M7 papa i 6t Wksuu16qS'.Wpry.F . Rol ..... 6-0-5 : 6-0-5 B 'Sole = tab. S.illi2 Tf fe M7 I3x m A f l 6-0-5 Ptale OMSets A'A-C-:70.2H' LOADING, (F?7 SPACING 2.J.0 CSI 41 T 0 DEFL in (bci pdeA Ud $ >?90 290 Qi P U O Yeal(L PLATES GRIP MT20 2Nt190 TOLL 20.0 Plates M ase 5.75 TCDL 10e Combat Uluaase 7.75 . G HC 0.110 . . . VO(M) -0.11 hB >w 160 sCLL 0.6 Rey Srcesslw NO vm 0.00 f-Ixz((U OAS 8 Itia nia Weight lP lS BCDL 6.0 Ones tRC=0 TPI2002 (WM LUMBER TRACING TOP CHORD Btructr!M wood shea7?g directly appbed or 6-45o:. pudins, excafN end vactrcal5 TOP CHORD 2X 6syP%A TOT CHORD Ripb ring dreug]' aPpT?eC ar 7b40 aC bfaCTg. V?Ess 2 x e SYP Flh_1 REACTIONS ',Wsze) 8-38Sr/..echamrxl, G481af-6 Mac FkR C=65(LC 5) Max UPII811?162(LG 6), G=1B(LC 5) FORCES {)-tr7axirmrm COmPress'wNMmumun TW51al TOPCHORD A.3-1WI26,A-C=261198 NOTES (!-e) 1) Wind; ASCE 7-02: BLRnp%h=25?t MIX-B.Dpsfi 9COL=3.Bpst Calegoly h; Exp D; e>Klcsed; MWFRS g We a zone; rang(eret left end npM eglosed ; Lumber DOL=1.60 Plala grip OOL=1'.80. Z7 Refer leyRde[(s)!x kh:ss le W ss ranecgcros- ANSLTTM i arlgfe>o Braln fortnda. Hulgghp desigpar s7ioWd veil,' aPaeSY of balfmB sU°Fa^..e. l ur i ue us p ll va 3J Head:lp at ioiN{s) C consolers Parasd b Sra 1 ? to beemy plate d di e p sti 1 S2Ib i ? F[802 102 and tb rHuplmeren?d ead C,. g d!! ds a) Provide dla 7 1 t 1 and slantlard A7d^ PI 1. ecbmtloas 8502 d di? C e . er d in S dw lh . . . a s er 208 7rdee>?brlal Resl 5) This pus. s is de6sip g!:etl in errnldsnce vriM ma li" m the face erthe Wee ae ncaek as fmm (F) a beck (0). Eeeds a S g pp ) aec rn, 8) In ih¢ LOAD CASE( 7) M cobGAecus 1e1? brats Il7LL5t be res3aNin] to prever9l?teral mwer?tenl al Lha brie d all blued melr?bel3 buckle 1n gte seine 4kecL?t See SCSI-t 9wMg ComPonertl Sstety L7 Aiw a,d bf;H&q de l rev requBeme.]ts. dealm a zpt? M m pomlbTty soleyter lee tress eomporlent sl)v The BN7ab ty and use ar this Was mt,?onsni h]r any d i u e m,ng r n l en 80 The Se padid a, WId ig !s U* resPO ibi* of o8rers as indraled io the buildng cede rele ced fmss design 5letlda ] AN5LTel 1 Chaplet' 2. i LOAD CASE(S) S:ardad j t) Reg012r. Lumberh cra. =1.15. Plele lncrees= IAS Frayexcldal Loads (? 1 ?t(11 11111U?I Vert: A=-60-itrti2(P?-712) IIII. /r 1 r ? ,` `xkn? 4. ITC'?A. r? , l? ?i ?x yVVV'C p ! No. t 6691¢419 4 STATE OF r A .. t 1 rlo r 111111111\,R OCT 19 207 Jab Tess T. Type Aty iIIII LmCamanegolCll MJLGL299 J JACK 50 f i f JOb RB/BfEiK@ D tiW?il1 $lui 13ddLg SappY• Frw* In 1N 46131 7430 = MaY 29 20971R?Yek IndW'Nes, Irc Fri Od 1814,95'13 2007 Page 1 -0-17.4 4-10-0 0-114 4-10-IJ c Selz=1e14. 1 11 16.nn?l' f B 81 h1 Ffi2g= i 4-10-C 4-10-0 rile anew "I I : aalal-a LOAD€NG(VA SPACING 240 CS3 TC 0 23 DEFL h1 Imo) me Ud C2 B-0 1959 240 Vert(I L) -O PLATES DRIP M?20 24M`190 TCLL 20.0 TCDL 10 0 Plates lnaease 1.15 Lumbar IIII 1,15 , BC 0,13 . . Vel1(TL) -0.04 &D 1999 160 ' . BCL1_ 0,19 Rep $tress Nx YES 773 0.00 a Ne ilars{il} A.OD C n 'h'eight 19 lb BCDL 6.0 Code IRC200yTP12002 (idamkJ LU..mBER 811 or 4700 xPudlr s. TOP CHORD SW=rml wood ste hNA drec*ZRIAM TDP CHORD 27x 4 5YP No.7 BDT CHORD 2,X 4 YP No.t DOT CHORD algid ceftp d4ecgY applied or 10X D eI 1,mc7mg. (r-:3flEAe?lazrical, B=Z'9+03?, D=2&Merlunical RFACTIONS (IWS¢e) Mta Ho S-I%Lce) M. UPIEI 6), 2=1 XL C 6) Maa GrevfF171(LC 1), B43B(LC 1), D=T4(LC?) FORCES (b)-MW*l CDmpres0aNMa0I Tertsfrn TOPCHORD A4)=N36.B-C=1D5101 ROT CHOPS B-D Iooc NOTES (&7) 7-M: gXwh; h-= TCDL- -GPs., ECDL-3.606(: Caf M 11; Ep D, Mcl wd; MYJFR5 gwb, 0 zIX end C-C Extellor(2) 2me; Pnblevet 1) Wind=FSCD . s IMP and right ego®ed Umber 11 BO plate giV ImL=1.60. T?ds huss 5 designed 1. C C 7n m',I &ld (ones, mid (w MWFRS W F ..II 2) Thio Maas hes been destI I a 10.0 pA b Ih mchord live I®diw =G wuwl mlh" Mhec Trve II 3] Refm to girder(s) I" buss fa foss camections. 4) Provide mechamcal (snta? (by others) el lluss to bearng p1M ?ble of wiNstandalg 92 In upfdi el faint C W613 tb UPPIt 61 jolyd S. 2007 i.aanagmel ReeidenEll Cade sections 8502A 1.1 and 31602.10,2 and ralerenmd slandmd.M75ViPl 1. hh N d ance w e 6) Thm fuss h 3esl n d h exm 6) All ornltinuars W aolbraces must be magi ned to prevent lateral movement of me blare, F all braced numbirm bnclde in 4 sameQdeclidn.Sae0081- . BuiildingfA^II SaleYhfopna and building designer rezelaneMS. » fflR'strs--eptanrs ofl PWIIihly Surely for Pie Puri campon S.4ewn. The suidaI and Use of !his truss w,-tpo Ien Wsw NO _ , 7)Tbe&eai- particular bwldmg is the mspwsUrdy oI othafs as hdlmiod in Pe bullding code r uenced Lars design atarrterd A14SVM 1 cTaptel L LOAD LASES) Stardald 1\ 0111", y ? .-GlsTfp? p - 6097!3419 = 1 x • STATE OF: OIANP:: f?Yf Illli11 111111 af ?'? ? - OCT 19 207 yb T1u9s Twat Tlpe Qfj Pq iJ.^.Cambd¢961CU ad1CGLZ99 J] JACK 2 1 by Reklerse oa50rIa11 7.pOGSl.9y 292607 Lek induNles, 4rc. FriWW14&5:lS2W7 Paget 51041 ELLAd+14 su:4d1', HanaInN d613M1 -0-114 3-45 41 D-0 D-i1-d 3?-5 c 1-5-11 Sine=1:15. 19.x 1z 11 s i et a I o 9r<Mf]D= 3-<-5 E-10.G 3-0.5 7 -5-7 7 Pla[e CHx4s X1'1: &82-i 0.1 WAVING 00M Ii SPACING 2A0 15 C51 TC 0 09 DEFL N (WC) Vdad tld Ved(LL) 41,02 &D 'M 240 PLATES GRIP %MO 24G19D TCLL 20.0 ! Plates mv?se 1. TCDL 100 Lambe*Irsrease 1.15 . BC 0.13 VeXTL) CD4 &D 'm Iw SCLL 00 Rep S3ess My YES OVB 000 Haa(TL) -0.0P G Na Na lNeignb 16lb BCDL 6,0 C-de IRC2Da&T? 2362 IMa ) LUMBER BRACW, TOP CHORD 91uc.4r?wvoG sh Aa W dirccty sp*nC m 345 x Aw1in5. TOP CHORD 2X46YPN0..1 SOT CHORD 2 X 4 SYP Nag SOT CHORD Rgfd.i .V din W applied or 1 DAC x Madre. 8fl§CTI@S (Jbfsae) G?641edmni®( 6193403-3, D=289dedlenicel M. Him 3=11 WC 6) Mau 11pfi1C-50(LC 61.8=t7(LC 3) 1 hiM CA C-=LC 1), B=198(LC 1)• 0=74(LC 2) FORCES [tu]-lda>trmum Cvmprws 6lavMalimwm Terssbn TOPCHDRD A-E=DdAa:-70.43 RCT CHORD &D=G'D NDTES 0-71 zafe: partWever 1) Wmd', ASCE 7.02', 907'ph'. h=25ft; TCAL=S.OpG; BCG- 3.BPsf: Cete»QY II: E*P 61 ar lo5e neVVFR5 B antl zrne eM GC EeteRa(2; s FAS ` S m Ygp ttl 'r_fl and fDht ?yosetl'. Lumber DDL=1.90lslak edP DDL=1.60. This toss is designed fir GC for mernbvs aM forces, and for N,W spedGed. . ? This truss has been designed fora 10.0 psf bvtlwn chard 5ve bad rmra:rnllamPSd vlNi erry other Fee inads. W ss comrec0oru. 3) Refer la gader(s) for tuts In 4) PVvAe medtarizW nalhe m(by 008m)cf1 5e In bearing plate cape -d wtWandkN 5910 u(dlhMjci1Cacrd17bupliftm)"ta- d AN9YTP1 1 . 57 Tip euss is designed in a Fclance mM M 20031rdematiGr? Residen9al Cn& sectiDw 8502.11 ,1 and 8302.10.2 and rele2roed standar ie nt lateral movement W the brax h a9*nrd members bic in the same dradbrt Soe SCSI-1 strained to t 9 b w races mus e re 5)AeC tinNeu6 khan e uMg Cnn--p a Safely Inlwmullm and Wi1dng desipM repldremenm. Tesui[abi9ly end use eftid9lnes wmponen[fur arty tms5 Cc4+lpenentshoem d l f th . e y or e n 7,hi,"a lift dnwinglndlcalesar.*aO ofmspMS"ty s pad q. buf•din,, is 9re RSpm1s311iy & others as &iei .d in the bwliing code reiel*nrnd W ss d.I, standard ANSIRPF 1 r ,ter 2- LOAD CASEIS} Stancavd 1rI 11L' r F/A'7j1 ```f`p N IIL .Y ?5 •'?,ISTE?j'•W?4j a No. I c ( 609SC419 STATE OF ? •`' fhrO10P '' '' : . AL OCT 19 2097 }ab Tnss ieuss Type 'ICry ?1' t4)CerabrtlgelCA 0.HCGtZ93 J2 JACK Jab R@erenE o tlor i 000 s kls/' 24 700] Wen Industr'zs, Inc. MOO 1414 .05:1 200T Pagel Stott. ,PHFrW- M 461 11 EuxFq F, d-10-0 1-11-8 -0-114 ` C-1 14 1-N-8 2-10-9 stale= t?io_ 1cm 12 n a ? ss f R ? L4 M11C= -iS-B 4-iDA -01-$ 2-16-5 ? wm?,:asrs<ia : e: o-z-1 o-1-0 LOADUJO (PO tiPRGNG 2-" 5 4= 05 TC 0 f)EFL v {locj Imes Ud ved(LE) -0R1 B-0 >BB-3 270 PLATES GTBP' MT20 2441186 iCU 20.0 i COQ 100 Plates increase 1.1 Lumber Enuease 1.15 , BC 0.16 Yer1lTL) -00.5 IB{) > 780 J d S»LL 00 Rep Stress Iris YFS W9 0.00 e ri . Ho 7L) -0.W C r 'kaigM: 13 b BCDL 60 Code iRC2D66RP=Z (&MK) LUMBER BRACING TOP CHORD Simi hai wood sheaflmu] dkdy-p Iim m 1-11-8 oc P.. Lic. . 4 SYF TOP CHORD 2 X Nc W 1 I ROT CHORD Mgld cm4mg da--dy applied x 10 " oc br.,jK 4 MT P ROT CHORD 2 X RFACUONS (b/dze) "59r0'M.D=18/MecfiamYal. C?'4&'Mecherdw6 Maz H. 8=83(LC 6) Max tlpl.'IIB-Zzxc 6), C=29(LC 6) M. Gtav6=1 WLC 1), O=]6(LC 2), C=45(-G 1) romps {fo)-MaRirrtOm Cwnpressmsiredmum TeasWn TOPCHCRD A-E=GW.B-C l ROTCHORD E.D=Wo NOTES (Fn BDrr";1-25g: T43DL=?6.0paf BCDL-3.fiPSt Category K: Cxp S. encbsed', IAMRS gahle end lame and C-C. Fdedm(2) zone; car Ver 11 Wind: ASCE 7-02 a I , c6ws AFRS for re lery and dPM exposed : Lumbe. DOL=1;843 Pula grit, DOL=L60. Tins trues is designed fm G-0 for m,,b aed lorce5oral {Or M 2) T?ius truess has heed desfgrmd fof a :0A ps1 dattarn tlrord Eve YmE nariemrcurtant with arty olhet Ome bads. 3) RC4er to glTdex(s) rw brass to" as connediWs 4) Provide mmota3ntral corctauom {69 others) of tnre5 b bearing Plate capable of WMStarldeig 72 b uplift al joeaf 5 ww 28 D upllfl a ioint C. NdSPiP11 e . ferenced standarri 5) Tres M as is designee ar aumi>?+re Qh the 2Wd lntemsmenel Residential Code sed'wrs R5D2.11.1 a RW2.10.2 and r See Bi S 1.1 d tll ae on. . 6) All mnfirrams lateral brews must be `PSValned to Prb mtl Lune movaii oflhe bcsce a sh braced m•_mbees ardde In the Same Building CamnoneM Safety vormetic,Z and bloldb% desbner requirematrts. 7) The seal on This dnnynig intlbates acsaptaOCm resP V WW-y fm the Ew.Ss oomj mmrtt shown. The ebab'tify and use Ntlris W as ramPanam fW any Palk" buKdmg is theresphWbdlfy ofa was ind.rmir.the b,.R&,g male ra[arMCeb Wss tle_sign sfe,.k"ANSVrFl 1 dwplm 2. LOADCSE(S) Sbndard 1,.11 L•I` rr S A `]a/ `4 ? ? d/. / ?QGS?. ?Ca757Ff ?'4 `S? ?? 7 ? - 60910479 , STAWE OF 000 .,` 7CNA ?yrK)Fhn 001% OCT 19 M 1A-B 2A•i5 Sr<b= LOADING (pat) SPACING 2-0+ C9 TC 008 'icu 20.0 Plates lr?cm?e 1,15 15 BC 0.04 1 TCOL at Wmwtr aase . WB 000 BCLL 0.0 Rep Stress lmx YES ?t L BOVL CID r T*7 a Code FRC200371 %2002 _ C LUMBER TOP :s'i 2X 4SW NG.1 BOT CHORD 2 X 4 SYP No.f r.?- BE 2X4 SYR No.3 REACTIONS 4itaD7lOC Sh? B°5?/Med:snEa7, G'19+RMrlimillEl FAWWh316 WLCG),P29(LC b1 Mar GMID=57ILC 1), B=S2(LC 1), F 15{-C 2) FORMS (mj-NrIDdm'Jm COmpre551oEtA!-edrm+m Tenblan TOP CHORD A-D=-W12..4By-30.'21 BOT CHORD C-Dm= DER In (lac) adll Ud PLATES GRID Jet(LL) -0.00 D X993 240 MT20 2414193 Ve k7o -).OD 0 >999 :50 Fi'<FL) A.cl a 42 W. vv.41hC 716 BRACING had arl-0-B ec PUi4M. extPpl rnd ?er9r215. t'OP cHoRD StrurLUal woad sicee8i?leddlfe OAOxb,aeinl po-,rHORD "m ceiBl9 deer yaW r c 9aMe etd ZCne mi6 Gc'utedml23 zone': r2n4kver left aM n0hf e>absed : r NOTES 0-7) f) W+Rd: ASCE 7-72:90mW IY25A; TCOL=6.OVsf: BCAL- arld? fa l and for rP B: fm ; MWFR"' Grip OOL=1.60. Tres truss i6 deal9nea ter GC far membem rs arM forces, a and MWFRS RS y oLWe k?ft 2]Tti,buss ttab bey designed for a 100 psf banom&OT Eva bad nsnconae rYent wAtr enS' 9j 1,4, 95darlsl Roe hose lelY swrmeCians. Of vdpist ,lnp M1] -Ph atjwel B and 297b up1Ht aljd+IE C. <) Provide meH?a:bd cmnaoM1ert P., of), of Nrs b beaml9 plus c4abta _ 5 All Tjjw ww?1"aupred1 ? Bcad? arb resfrafnedfe 4e teteral moVem of flcesbra?d- b,a dmambas bu We 6amo9dreGion. ,xe BBCSI-l ) n9 desipbarr Ulmmen E,WdhW Go, ad Safety I NOmalrun and Wk obsibEly sa1s1)` for fhe buss mmIIOrtertl sboem. Th><stiiaE?' erld use o: IMS ttL%s con?P? r?tl for any 7) The seal an dos drsNng iMiaale6 er<eplartce pfre$i ass des standef# ANSfRPI 1 drapler 2. Pvlleilu budding iilhe rEbponsi NEkly of others as§itli:aladmlbe buatlin9 Code referex.ed 1gn LOAD CASE(S) Stand-rd L. r N0. - 6091D479 ._?+. STATE OF OCT 19 2007 ire MT3U I11-0-8 „? 'arassT TR:55 cm - 1Wa I.1PCahblfdgNGR Pry 106 ] ] WG,99 M 3ACiC JabR krt (Mfios''. 7.?00s NaY 282DFS7 l.4Tek i1R+51nes, btc, FYi OC 19 16,35.152 W+ Pa991 Staff RJFdMIp Ealply, Fr nIN :31 2-9-0 2.1 1 2-BA 5 ()-1-1 sate-t?tz ! low 1 r1 A B1 MG0 - 2-9-0 2-19-7 2-9-0 iP ATES GRIP nepING (psi C$i SPACING Z-" D3 TO D DF.FL in -o.co VM(1-Ll Qoc) Vde9 PL a.c >sss 240 fkczD zaailsD TOLL 20.0 TGOL 10.0 . garpslnl 3e 1,15 BC 0.04 lnsr Urrr&er -6.W verHtL1 Hcrd7L) -0.00 A-C >999 M1$r B Na Na RCLL 0.0 E si RM Rap Stress Intr lPLt WE W8 0.W M&,4 ? 10 lb ecDL B.D Lads IRC2000RP12002 f BRACING LUMBER TOP IRCIDRO SMralurel woad shrsltimO dl+ YaPPLetl a2-40 oc T,arNFSS. TOP CHORD 2x 4 SV=ka.1 ROT CHORD RiO Cefng 44mlty VP4S4 Dxb aMr , BOT CHORD 2 X 4 SYF No.1 REACTIONS (I)ISIZe) A*'g2/b3.0,6=Y61Mnr]ianx8l, C=i SRAerheidr?'1 ''.. kW HurzA=71(LC 6) Wr Uoiltie=56(1-061 Mm (?`avA?21LC 1), B=75(1-0 ]). C42(LC 2) FORCES ?)-Madmu?COmxessiwrM?aum Tensiyn 70PCHORD A-1351141 BOT CHCRO A C;=w GC Evte:iu(23 fie: canlAevw 1?M arM M1phF exxsed : Lwsher Ip?L 1.60 ate NOTES (6-7) t djm 'lone and PSOE 7 12; 90mPh: h=2GI; TGDL?.DFsf; BCDL-3.6* Ce eM tk EXP D: erx DA i Nri: RS 9 W 9 ) u1 : SdP DOL=1.60.'Rds mas Is deslga¢6 for GC Sor rr+¢mbeB snd fur¢¢s. sad Ter MNIFftS [or ?tiaats sD??6. beds li . ve 2) Tide Wss Yes been dM9ned la a 4.6 P11boiR]m' shad ?ue ba7 nonconnarenF Nilh any alhar - 3) ReW W aMdar(s) fa buss to Wss carJtaLV M5. - d1 PrwiN¢ oa'dnsticd raDrre'?on (bi aBrers) a1 buss b brzNl9 Pb?' ®Pabla d w?:slertd'usg 5E Eb uAlift a[ jofM R. t. slanderdA rMerefi.^etl a1tl 2 2 1 e R 1 6 5 8c;$I- . on 51 TF'ts truss is deslpned cr armrdals:e Vnd+Lha 2D V!I?rltrFlati?nalRnsmslnlCofadeVve blsoe b: 6vB same ffve k1 cM3e Mail b b bn raced mem l b6 msb0ine6 b PBVdrF falefdl glCrvem¢ Me won. See BCSI1 b latea rnus 5) All calGrnJOUS 38:¢md Ekffi*PCompownt Seey!lrfalma'Jan and bolding 6esigner regwnnn*,L. _ Nna ternPO:ceiY fa 3nf' U l i rlrapl 7) - set I Mlaab In the bml?6 mde rezier?ced desl9s slardzE .4h]$VfP PIARDU l 6 ? 91FFpC aB ? r af N3ng LOADCASE(S) S1aMard '4 ~i z 7: Na is 86419A'9 ? STATE OF i a ? : ?. fyO NA. ; IA Rrrgla 11. r ` ??`f` r r OCT 191(107 COVMON 5-11-8 14-71-0 12-10-4 -0-11-0 5-112 5-17-8 011 I3 5-112 5-11-8 fiat-. PlA7F5 GRIP 2L0 CSI TC 020 (DEFILE) LE) -0. in in paW) ) V99ded 9 2 Lid id W T 244190 LOADING (P97 tPAiCl"G 2D.0 Inmease 1.15 0.15 Vet(TL) -0.04 F-H '999 180 10.0 trrc+aase 1.16 ,? OD7 Ibzflt) 0.01 F Na rJa O.C ms h dr YES Weight', 62 Ib 6.0 K2003RPMDM (Matrix} BRACIRU LUMBER TOP CHORD 2 X 4 SYP NO-1 BOT CHORD Rigid calling dbeWy applied or 10-D-0 0C INBtlng. I' BOT CHORD 2 X 4 SYP NOA WEBS 2X 4 SW No.3 SLIDER Left 2 X 6 SYP NOA 2-00. Right 2 X 6 SYP Nc.1 2-DA REACTIONS p blue) B=485107-8, F=486N38 Mex Hom8=1291LC 4) H1ax UPIMB-744C 6). F=74(1-C 7) FORCES (Ib).IAavmum CompmsslaeMmdman Tension TOP CHORD AA'U12, B.C=48874. C-Da35WiM, D-0=7:A W. E-F=48844, F-G=0c12 BOT CHORD B-H=4269,F-H= 69 1VEBS 0-H--021)5 NOTES (6-T _ 1) Unbatanoed root We beds have been caadered for this design. _ gable and 2)leftarnddght-'Posed Wmber DOL?60Walegcy DOL-i-6D.Thise Isddeesig: dWGCMfor Rmxcn a fr s,aand C-C nd for WFRSarzrextfonshlevM specified. 3) This buss has been dssigtxd fora 10.0 p$i bcXbm otds0 gee bad mmoxxxm d with any other Me bads. 4) Crovide mechamcel cans- W (by off) of In s to bearing Wale capable of wigatalMin974 lb upIM at p1M B and 74 b LOW etjdod F. 1 5) The guns Is designed in a=mdanm vt the 29M trdemalional Rssidiw" Code sec4ons R502A 1.1 and 4902102 and mWel cad MandaM ANSI TPI 1. M AN conta $ lateral bmoes mist be ;vsramOd b Prew.n' l leterW rnoednerd of the brace g ell braced m ,nbws buclde in the same d6emion. Sea BCSI-1 ,+`1111111 I l l l Building CWVM-d Safety Wonnallon and bugdhng designer ngAmnents. .Y`1QN L-.... ere slb' trretruss=npo-nanlsham. The vmtab fly aid use of gds truss ramponerd for any The seal on this draw.np hdireies eccep1ana of respon d6ysallyfm /'G\STEq`.-'19,9 .? 7) paNdda huddmg is gre recponsibl6ty of others es tndiraled d line auldmg cede re(ecmcad tn:ss assign standard ANStlTPI 1 Cnaptm 2. O /Q? O A i LOAD CASE(s) S1erKaN = No. s = 60916479 ! = STATE OF ??q lnunaPl OCT 19 W dx Tnss Tess Type ON MY MN..embndpblCn AOCGlZ89 KG ?'l?Fl` 1 2 ,bb Referenced na 7.OD0 5 A'ay 2i 200] AEfek VWUSbiss, Int Fn Oct 19 140517 20:f7 Pegs I Scaorc B.nkA.tg apply, FwN? N 46131 -0-113 5-1 t-6 17-N-0 .12-10-4 5-11-8 0-113 5-11-8 0. 11-4 sma=t:2a. eyE IaT2d it C tom (iz t n D ei g E e et l G F 74 MTM= 7r! MT20= 5x12IMG II S11B 11-11-0 s11-5 s-i 1.8 LOADtNG(pst) SPACING 2-0-0 CS! OEFL n (kw) Udefl Ud TO O43 VwXU -0.05 D-F 999 240 PLATES GRIP MT20 24x190 TCLL 20.0 TCDL 10.0 Rates nrtease 1.15 Lumber Increase 1.15 BC 0.74 Vert(TL) -00.11 .01 0.F D >N999 a 1E0 60 pla 08B gym) , BCLL 0.0 va (MMaft) ) weight145m 9CDL 6th Code LLINBEA BRACING TOP CHORD Sbum rad wood shcathmg directly, applied or 6-G0 oc purfns. No I TOP CHORD 2 X 4 SW BOT CHORD R)g1C wing BredN apPged ar 104 0 po bracing. W OOTC710RD 2X a SYP No .2 WEBS 2X4SYP No.3 WEDGE Le4:1 X 4 SYP No.3, Right 2 X 4 SYP 140.3 REACTIONS (rokhe) B=3s0B10-38, D4685/03-8 Max Hwz B=126(LC 4) Max Up4fi8=5B3(LC 5), D=7857.C 6) FORCES (b)-Mmamrm CompressionVadiram Tension TOP CHORD A-8=(M 6-0--4021R05. C-D=4015703, D-E-0121 BUTCHORD S-GLI42i29(13,F-G=A4W903,D-F=HMM3 YiCBS GF-B14M830 NOTES (11-12) 1) Hanger(s) or other connection device(s) stall be provided sufficient to support cohaar?tated load(s) 601 b dorm and 130 to up m 2.11-0 on thchm chord. ' Nih, a others. The desigareelectbn of Such cornad)on device(s) is the respons 2) 2-Ply puss to be venne act together r 1GS (0,131-Xr mall. as folt w Top chords connected as follows: 2 X 4 -1 row at 0.50 oc. Botom chords controled as fWows: 2 X 6- 2 rows M 0-741 m. W'abs corneCed as Imows 2 X 4 - II row at 0." oc. mon device(s) shad be provided s"M to support car bed load(s) 801 b davn and 130 In up at 2-11-0 on bodom elmrd. Hanger(s) or offer oome . The des91seleGdon Of such oonnedion dev;=e(s) is the responsiCba' d others excep N rated as boa (F) or back (8) face in the LOAD CASE(S) sacbm. Ply W ply, connections have lea d W ail li l p , e y app 3) AA bade are con udered equal beet provided W distribute only bads noted as (F) or (B). udess oUmv4se Indicated 4) Unba'mncod W 0 turf 93m t bads hn, been have beean =m conss iwaere t ( BCaDL- is design. 5) pond: ASCE 7-OZ B: enciosed: ~RS gable end zone: can levn tell antl right exposed : t; Category g; E>W llll?1tl11I I I r II r/Y / HE Lumber DOL-1.60 plate gip DOL=1.60. 6) This pose has been designed for a 10.0 par bourn chord We bad nxecnormem with any other We bads. 50 l up0fl M joint B and 7851E upfa at pint D. ithsfandsr f l ` S ''' ( i. `. L. w g e o 7) Prw)ae namarriral connection (by others) d truss to bearing plate capab ith the 20031nren wbo al Residen al Code sections R5nIf.1 and RSM10.2 and referexed stand and ANSafPI 1. d Gj fY?G F?'•;9 ance w 8) This truss is designed in accor 9) Ghent carries eon span(s): 41-11-0aom 2.11.0 to 11-11-0 r mnaecbon dcvla(s) gall be provided suMCem W support conrxxntraled badlz) EOI lb dC.m arW 13016 uP a 's-:1-0 an bodorn chard th . l.0. ( - e 1Q) Hanger(s) or o The despnhates(In of such caetecoon device(s) n the responsOHy of olhan. t be rastrened W prevent tales! mavemem of the brace Ban braced members buckle m the same daetfron. See BC-%I = 0919419 i 11) AN cM*Wcu , laaral braces mus Bugdng Component Safety Information and buWkg designer racu'vements. and use dltn5lass cpnpdaM for dry STATE OF 12) The sa01 or Las draing Indicates acceptance of responsOlflN solely for the buss corn ponant sham. The suitaE6N a standard ANSI7rP11 chapter 2 i d gn es arflaAw bong Ia the responsibility of others as indicated in n e budding code relerenced u.,ss G\e i % ?NDI ANP ' p OAD CASE(S) SlandaN `- `\ 'i?Yy?SS?••.•.••'`' l??``` ?A L 1) Regular: Lumber borease=1:15. Pate unease°1.15 Urdlonn Loads (PIS Vert: B-G=/2, (}CT725(F=713), A-C W, GE=60 CoraerWaled Loans (W) 1 r7jrFyyla11111 1l1 ?J Vert G=-WI(F) Iz ? ( OCT 19 7M7 Np Truss Truss Type 01y pH MPCsmbmdgdvI, AgCGIZ98 KGi GIRDER 7 t JoD Reference 'o 7.000 s MaY 29 2007 IA7eY. htlussies, arc Fn Oc 191<0519 2007 Pegg 1 Slo-;k euldm9 Siryptf. FraNOST M 4E131 -0-11-0, 5-11-8 ii-11-0 12-10-0 0-11-0 5-11-6 5-11-8 0.11-0 fi ak = t]P. gri NT2v= D It.W t2 W1 T1 % g d F = WM ax2 MR0= 30 MTN II 5-11-6 11-11-0 511 5-11-6 plate Onsets 6: G2-2 D0-2-<" E LOADING (pat) SPACING 20-() CSI 20 TC 0 DEF•Ln? b Qou Well Ud Vei(LL) 1+.01 D-F >999 240 PLATES GRIP W20 2441190 TCLL. 20.0 • 0 TCDL 10 Plates maWSe 1.75 Lumber lnaeasa 1.15 . BC 0.20 V-A(11) 1'.03 Of >999 'Be N . WA 1 0.0 Rep Streit Ina NO We 0.03 a Ho217L) (K01 D Na Weight 92 Its BCDL 6.0 Code IRC2003riPI2DD2 (Matrix) LUMBER BRACING TDo CHORD Sh rat wood sheathing dlrecty applied or 6-" no Wrens. TOP CHORD 2 %E SYP NO t BOT CHORD Rigid ca'eng &oe applied a 1060 as bramg. 80T CHORD 2 X 6 SW N0.1 WEBS 2X 10 SYP Not WEDGE Len: 2 X 4 SYP No.3, Right- 2 X 4 SYP Na.3 REACTIONS Qwst2e) B=1121r0>38,D=1121r63S Max Hat B=12WX 3) Max UPIMB -60(Lc 5). D--5(4C 6) FORCES (lb) - Mm&,,an Compressor Maximum Tension TDP CHDRD A-B=023. B-C=13171124, GD=13471123, D-E?4M BOT CHORD 5-F=12916. D-F=12MI6 WEBS C-F=0033 NOTES (&10) 1) Unaala•ncee rod rwe loads have been CW4W-ed for ets design. I TCDDL=B.Opsf: B==3.6W. Category e: Esp B: anoosed: MWFRS gable acrd Zone: saNiever lee and Witt exposed: 2 2: pratBdp COLc ) mber DOL•- Lu 3) This s tss has Iced designed for a 10.0 psf bottom chord live bad rbrrcaleurreet with any Dean We beds. f buss to bearing plate sepaole of wiNstending 60 to up5n d joint 0 and W b uPBP. atJokd D. b e y o ims) o 4) PrvMe mechanical comactim ( This truss Is des'gned In acwrdence Wit th 2N3 hdemelbnal Residential Code sectiaa R502.11.1 and 8802.101 and referenced standard AN$VTPI 1. 5 ded use or Ws i t i f ) n en e or L 6) Loos mse(s) 1.2, 3.4.5.6, 7, 8, 9. 10 hevhave been mss? . Buedhy aeaignn met review toads Is vedfY mat may are coned suss. 7) Hanger(s) or a" connection device(s) shat be Piwided sun¢tent Is support consentr4;ed load(s). The desfit,"edon of sect: cenneseon device(s) Is raspmslb y of w1ws. 8) In the LOAD CASE(S) section. bads applied to 31e lose of the truss are, noted es ennl (F) or back (B). t of eee trace If 00 braced n:nermers beuMe mere same dheClnn. Sao 8051-1 9) M conlimaaus lateral braces must be restrained to prevent ?at" movemen 1 t 1 N rirr/I/y/? Bubdmg Component Sedety Wornmllon and buldmg desigm reWUama fs? the rds. truss cvnponem sham. The sui)ab6y and use d eds truss cemponeM for arty \\\\\1111 The seal pit this drawing trwlrates scceplasY of respons"Itt' oiHl 10 ) ``\\\`'nN: e. par5ouler buleir9 is the responsreldy of ogress asIndicated In building coca refena¢ed buss design standard ANSVtPi t chapter 2. ` 1ST LOAD CASE(SO Standard ' ?• ` G 9E~ ` 9 '•?? 0••'•v 1 _ 1) Regular. Lumber Im^fease=1.15, Plate Inaba 1-15 No. lktfonn Loads - Veri hG-? S0. GE=60. 8-0.-30(F=18) = E 60°10419 Concentrated Loads (lib) _ Vert C=1055(F) r 2) IBC 8C Um Lumber Irxrease=1.25, Peale baease=1.25 STATE OF Unlem Loads (pit :' V''• //VD NP• : % Vet A-C=20, GE=20, g?50(F=1Lr) I A ... • Concentrated Loads (16) ...... y'y s o'\\ E =nD n ( Vet C ( 3j MWFRS Wed Len: Lancer lnaeass1.60, PIaY Llaease=160 ,.., - ///r r rs11111\\ r Uniform Leads =- B-C=15. 09, OE-3. 5-D=25(F=76) Vero A B -67-1 I1az A2, B-C=3, GD=21, D-E=15 /?/aT 1 *s ?ryy Concentrated Loads pb) ilaH QL Vert 0-21(F) Contmuoil. 2 Jca Truss Tmas T19e DM pl' MfGamDrWgeUO MI0GL299 NG7 GIRDER 1 1 ,wo Reference opt.-a Irc ] 000 s May Z9 20D] MTak Irdusides, _ Fn Otl /914dti:18 2001 Page 2 Stod Bu9&g Supply, FmM N 46131 LOAD CASE4S) Stancard 4) MFRS WOW nyht: Lumber WMBa e-160, Plate 1weas"l.60 Unxomf Loads (Pd) Vet A.9=3, B-C=e, GD=15, D-E=0, B-D=25(F-18) Horn A-3=15, 8 C=21, GD=3, D-E=12 Concentrated Loads (Ib) Vet C=21(F) 5) 14WFRS 19 MM Pmadel: Lumber b?t.60, Plate Irsrease=l.SD Uniform Loads (pt() Vet A.B=31, B-0=19, GD=9, D-E05. S1)=25(F=19) Horn: A-8=43, B-C 31, C-D-ZI, D-E=1 i Concentrated Loads (m) Vat C=1730 6) sAVJFRS 2nd V&W Parade: Lumber blQease=1.60, Plate brrleese=1.60 Undem. Loads (A V,t A.B=S, B-C=g. GD=19, D-E=31, B-D-25(F=18) Rom AS=17, B-C=21, --D-31. D-E=43 Conmnbaled Loads (lb) Vet C=1 73(F) 7) MVFRS 31d Vdmd Parallel, Umvbat Orctease=l. W, Plate holeefe=1,60 Undom, Loads (pity Vent A-9=18, B-C=6, GD=2, D-E=9, B-D=25(F=15) Hord A-B-30, &C=18, CD-14. D-E=9 Concentrated Loads (m) 1 Vent C=25(1-1 3) M%VFRS 4d1 Wald Parall,I: Lumber Ivease=1.80, Place InVea5e=1.60 Unt otm Loads (00 Vet A-8=3, B-C=2, C4)=6, RE=18, &D=-25¢=18) Hsa: A$=9, B-C=14, GD=1B, GE=30 j Concentrated Loads (lb) u Vert C=25(:1 9)1st unbamnced Regular Lumber Innease=1.15, Piate'nuease=1.15 Un fivn) Loads (PM Vet A-C.?W GE-20. 521=30(F=1a Concen±ated Loads (ID) Vet D=105NF) 10) 2nd u *uWc d Regular, Lunber Inaeeio=l.15. Plafe arlease=1.15 Undone Loads (PT Vent AL5120, GE-60, B D=30(F=18) Concentrated Loads (Po) Vert : C=1086(F fill 11 TEq'•S? ??'' ' ?g?Ge y l . GIS ?• r O 'Q? ?? •'92 's 609164)9 qq STATE OF .... III OCT 19 T007 Tmsc Truss Type Oty Pry Mea:embndgelCN JoD MICGLZ99 L MONO 1 L Job Reference si 7,000 s lAay 232007 54Tek VWusldes, M Fri Od 19 14.05-19 200] Page 1 sroae Sul km Suppfy, ltn nidn N 48131 -p-11 y1 6-8-D ? 0.11-4 6-8-0 sub,l.4a. 34 Mi2d 11 c 1D.ro 2 4m 12120= a ? I b4 rArNll am 14M20-- 6-8-0 6$-0 LOADING WA SPACING 2-0-0 CS! 46 0 DER in poc) Vdeg Ld Ven(LL) -0.08 D.E 1938 240 PLATES GRIP MT20 2441190 TCLL 20.0 Plebes Invea5 1.15 15 1 . TC BC 025 Vert(TW -0.15 D-E 1494 180 I TCDL 10.01 BCLL 0.0 . Lunber lncreaee RBPSbeSS IF c YES WB 0.05 ' H"CrL) -0.00 O Na Na Weigh: 531D BCDL E0 Code IRC20D17P12002 (Ma Aiq LIMBER BRACING TOP CHORD SWaurai wood sheaddrig (kealy appKed fi-0O x Dudes, exempt end veNMls. TOP CHORD 2 X 4 SYP No.i BOT CHORD Rigid ceMni; drectly aPPW o 10-00 x brealg. SOT CHDRD 2 X 4 SYP Nat WEBS 1 Raw at rtddpl C-D Vass 2 X 4 SYP No-2 •Excepr W1 2 X 4 SYP No.3 REACTIONS Vialsize) E=3DY0.3-S. D=2241038 - Max HMZE=253(LC 5) Max UpldlD=226(LC 6) FORCES Of - Mmdmmn CWMMsMVMaldrmen Tertian TOP CHORD hB=(Y4Z 9-C613WW. CiD--18W35, &E=28210 BOT CHORD D-Es275rZg WEBS B-C=341315 NOTES (56) entlosad; MVfrRS Babb and xote and C-C 6dedorQ) Tone: can@evo Opsl; BCDL=3.6W. Category II; E_v B; h=2510 TCDL=B d la G& h t . omes, an V : 1) Wns.ASCE 7-02: end vaeca leg m P,,ed: Umber COL=1.60 pieta gip D(Y-=1.80. This truss is designed for GC fo members and d left and .VA expose : MV4-RS fo raacbons spardwd. 2) This twas h been designed for a 10.0 pat bodom Nand Eve bed nmrancumnl wiel any o9w F loads. of twee to bearing Plate capable of wi nstand'mg 226 ta uplift njoint D. r b h i s) e on ( y ot 3) Provide meulneir s1 connect ctslce svidi the 2003 lydemadonal Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSMI 1. 1 SI i n 9ecm - 4) TfiS buss is designed ed of the brace M all braoed members bu de in the same d o?CUM, See SC m teral breoes aaat be nes"fned b prevent Ward m l l ?e n n a 5) AS cont B:dlding Camponenl Safety Intormatirn and bin cing, design requl slwwn. The sudaDiOyand use d leis trlba :nmPa?er4 for arty i dlcetes acceptance Of responslbSity Slaty fo 8rc truss aonlpoaant dre An thi 2 g s -)The seal o1 - Ic ttm msnomibaM d others es indaled n are hung coda relerexod ttrrss design standard ANSWM 1 chapter lkin b d ar u partia g L OAD CASE(S) Standard 1111111111H I Nsyy2 `s`s HFINS ?,, ` , ? ST?g ' 'lt ?. F,? ? ? r?G1 •9 No. 60913419 i 5 - STATE OF '"yl llrnl OCT 19 1[17 D-„? 66-0 o-o-t qx4 Mrm n 2R MT2o it H b lmoll F t0.00?ay41fi1C IE 2 4IM0ti D 4x5 M1m11 Z f% sxD Mix ll saxr 11 9x6 Mrzoll 2x4 Mix 11 u4 fdrt011 2s4 ¢R2011 6-8-0 6?-0 LOADING test) SPACwG 2-0O 1 75 CSI TC 083 7CLL 20.0 , . Plates Increase 1 15 BC 085 TCOL MD . Lraabel lnC eeae NO l WB 0.71 BCLL (LD na Rep Stress Code IRCW031TPI20D2 (matk) BCDL 6.D LUMBER TOPCHORD 2X 4 SYP NO.1 BOT CHORD 2X4 SYP N0.1 WEBS 2X 4 SYP N0.2 OTHERS 2 X4 SIT N0.2 T EADW* ST2 2 X 4 SYP No 3. ST7 2 X 4 SW N0.3 DER w. 0oc) udell Ud PLATES GRIP Ved(LL) -0.oo G nh 120 M.T20 2441190 Vert(TL) 0.00 G M 90 HM(TL) .0-000 1 Na We Wekp: 7810 BRACING TOP CHORD SOUrLInk wood ¢hee0im9 dneNY ed or 60-0 oc p,*,. excepl end verticals. TOP CHORD BOT CHORD Rigid ceiling directly al p5ad a 10-60 x bracing- \1 o8S 1 RO at midW GI REACTIONS Wsbm) N=13Nr8-0. C3&6-&0. J=9'1!6&0. K?98/6&0. L=9&5-60. R7=63!680 Max Het W2521Lc 6) Max UpW41- 10W 4), k-170(LC 6). K=107(LC 6), M-SMLC 6) Mae Gr N=815(LC 6). 1=38(LC 13, J=151(LC GL K=96(LC 1), 1,=120(1-C 6). M=1 S&(LC 4) FORCED (b)-Maxirlwm Damprea¢tonlMaldrnWT T¢r:¢i0n WERS ?11627, D.E=92!26, E-F=44T14, F-G=51715. G-H=-210, G.1=33!89 TOP CHORD &H-422!40. A-B=N42, BC-1& F44, C_ HO? F4=7810, E-K=-63#84. D-L=-8222.CJ4=-87I454 NOTES (9.10) and and 1) W1rd: ASCE 7-02; 90,*. 0=25P.' TCOL-S.OPsr, B - 7.60piata DOL=1.W. T : V"s 18 tles?igned far GC iw nAeB entln e, aM for gnp left and dqM exposed : end vertta left exposed; f umEer h4VdFRS tar macbmns specified. 2) Truss designed for wind bads in dre plane of vve truss orgy. Fa studs exposed b wind (nsne8l M the fete), see SCSI 7 and buiding designer requre s. 3) This stela has been designed for a 10.0 psf babm chord Ova bad rarrnncunent With arY other We beds. 4) Gable requires rardinucus bVIPNn Chad beating. 5) Truss to be fully sheathed trcm ane taro er so we4y braced against lateral rrro aM p e. dia Md web). 6) Gable studs spaced at I< O . 7) Provide macbeniral cemedion (bY 01hM) a truss to Imsir19 plate capable of w%nsta Ping 1051b uprIt a join! N. 170 b uoaft atjobd 1.107 b wilt M!ant and 920 b Wilt a }cud M- 8) This truss is desrgned in wweabenoe with the 2003 INeme&mal Rmk°n W Coda secions R502.11.1 and R802.102 and referenced standard ANSItTPI 1. 9) AN a dr v lateral bnWass Innsl be restrained to Pram, Iweret movement 0I me trace If ail braced member burdde n the same dkwUon. See BCSL7 BWding Cmipenent Safety Mfar r Zhm and bugdsg designer requbcments. _ iD) T.1e seal on tlrs g is the es a as inft ted in the b"mg codesrefwe,.d Wss design standard ANSVMTPI 1 chap! tmss canponalt far of ohm pat9ader building is the respon spansb?y LOAD CASM(S) Standard \\\p 111DO1111 a HF?1 6 i caSTEq' No. 60910419 STATE OF OCT 19 2007 ?p Truss Truss Type !ON 117 ?MTCaMIdge1CN MICGlZ9p M MONO 6 Job Reference ?opdoa!j J?OD s May 29 2007 ASTen hdusuks, Ire. Fn Cp 19 14: :202007 Pape t Stack Bu`Jdlrg SLPpy, Frxnldi N 4613: 5-6-3 9-i i-8 1-4 5-63 4-5-5 r x =1:1 O t1d 3.4 1172D It D sD0 12 M_ C 'l?2 T1 9 at MT20= 4G Mf D 9-11-B &11-B LOADING (Pafl SPACING 2-0-0 CSI 85 TC 0 CEFI. in (o 1735 240 Ve+l(LL) -0.t6 e-E MT20 PLATES GRIP 244H90 I TCLL 20.0 0 TCDL t0 ptdea hlcrosse 1.15 Wmbe lncease 1.15 . BC 0-30 V,,I(TL) 4.32 B-E =368 160 01 E Na Na 0 I . BCLL 0.0 Rep Stress tiv YES RC20DYrPr4M WS 024 (Mob:) . H=9_) 4 Wsighl: 42 lb BCDL Code I a S" oc Pudirrs, except end vedicals LUMBER TOP CHORD TOP CHORD woo d )rlp d jo". . BO7 CHORC . Rf®d crlfnp dimcIJY ply qp?sinr ar 1040 scb2cinp Top CHORD 2 X 4 SYP No.1 BQT CHORD 2 X 4 S:'P No.t VVESS 1rB5 2%d SYP NO3 REACTIONS (blue) B=417F1.34.E=34403-8 Mmcpf B=68(LC4) Mao LW09=62(-C 4), E---64(LC 4) FORCES (lb)- Madmum CwMresslWMmmman Tensor TOP CHORD A-B=12. B-C=705.205, GD=12810. D-E=l DOM BOT CHORD B-E=2821657 WEBS GE--60&276 NOTES (5b) 1) VVi d: ASCE 7-02; 9Dnph; tr25fc TCOL=BDPs1•, BCDL?.Sps` Ceegay 0: ExP B, randosed; MWFRS gable end zone antl GC E+1ertOr(2) zone; ean5tever M 2'd DM exposed : Lumber DOL=1. m d e . grip DOL=1.60. This truss 1s designed fa GC for members end Iorce;, and ter MVJFRS for reactions sPac : b ads 2) This truss has bees designed for a 10.0 Psf bottom diord fare bad ranGmwrreN VAM arty other Frva others) of tmas to beartr g plebe capsbto Of w:7utan6mg 8210 up(dt at WA B and 6416 tgYA mjoint E. Kdk n (b NSUTPI 1 kd cum . 3) Prevde meUun y 4) This b is despised in acoOt nos wtth the 20031Nematimal rr s ,hid Code sections 8502.1 1.1 and R902.t D.2 aid referenced standard A e of the brace H 4111 braced members buWe in the same dtrec4on. See SCSI-1 61 All condn:sous lelerd Graces mud be restrained b Prevent lateral movern SuAyng Component Safely Irdmn wand tra6ding designer regUmments. e) The seal on this dmMno trd'Kales acoeOzrsce of Iesponsblity spelt' for the buss wmponera shaven. The suilaD6ty a.•d use of W s Nrss componerA 10r srry ter 2 d ANSVTPI I cha p . particular budding b"mponsib&ty Of others as i drtaled in the buMmg code referenced truss design standar LOAD CASE(S) Standard ttilrHFr ,?? QN ys%,;, 'l •• l 15TEq + % _ Z1' No. = fi09117419 = • • STATE Or ' /'"+/2lff tut HtOA OCT 19 2007 Jab Truss Twss Type Oty Ply NRCamCridge4CN WCGLZ99 M1 MONO 4 1 rnxa 'onci bD Rare 7.000 5 MeY 29 20071ATek mumbles. Inc. Fn OU 19140521 21Y Pape 1 Stogy 8u4tleg Supply, Fre An M 46131 •4114 3-11-6 ' za N zoll 3-11-8 D-114 C snla = t:7. -od)T2 vn T1 a B1 3N MT20= am Mi20II 311-6 311-8 Plate Ofsets 8: 41-0.0.1 LOADING (PSI) SPACING 2-30 C5l 13 TO 0 DEFL In (loe) Vdefl t/d Ved(LL) -0.01 B-D >M 240 PLATES GRIP MT20 2441190 TOLL 20.0 0 TCDL 10 Plates Increase 115 Llmmerlncreese 1.15 . BC DOB Ved(TL) -0.02 B-D >999 160 N N . BOLL 0.0. Rep Stress Na YES WB 0.00 a a Hort(TL) OAO Vtek )ht 14 to BCDL 6.0 Code IRC2D03ITPI2002 (Maund , LUMBER BRACING TOP CHORD S1wNmd wood sheaN g d'reclly apPfxd cr 3-11-8 oc purfins. except enc vetti®ls. TDP CHORD 2 X 4 SW NoA SOT CHORD Rigid oegalp directly applied ar 10.10 oc bracing. BOT CHORD 2 X 4 SYP No.1 WEBS 2X4 SYP No3 REACTIONS OMsae) 8-2071038,D=/22 3-8 Max Hazlt3B(LC 4) Max Uvfd16=58(LC 4), D=20(LC 4) FORCES Qb)- Maanum ComPoWNpn/Maxlmum Tansbn TOP CHORD A-S=QM2,"C 3180. C-O=-100%62 BOTCHORD 94)- 0 NOTES (50' gable r one: Ca serer 11 Vad: ASCE 7-02; Wrrph; h=2511; TCDL=l5.OpsY. BCDL=3-W,, Category 11; E.V 8: W dosed; MWFRS f me and f " u or and fa members la left and right exposed ; LurnbW DOL=1.60 plate grip DOLE -60. This Wss is d specified. 0 psf bottom cl ord fire bad rIQ'Ilxxlalntllt ruhh any saver five bads. has been designed for a 10 TM ' . S bvss 2) uH D. 3) Ptcsi4 merltanlcer connection (by cihars) d buss to beannp prate rapaNa of wltllsfmdinB SS ? uPllM1 atloBd B and 200 upGfl m jo cffins R50211.1 and RB0210.2 and referenced smnderd ANSYTR 1. iat Code. agonal ResideY 003 hd ' .. em s buss Is designed in accordance with the 2 4) Try 5) All continuous lateral braces mull be restalned to prevenf lateral movement of" brace NO braced members buckle in the same din Lion. See BCSIA BuAdmg Ccrnpeperd Safely lnfametlon and building designer requilemenls. 6) The seal on aft dratwng Ndlcales acoePlange of reWormbilty solely for Be buss conpo ent Mown. The suitability and use of tors Wss cornponent for any 2 . rota- r bulldin9 a M respows)MT4y of others as adieeled in Ve bulding oode atlerenced Wss design standard ANSVUPi 1 cnapter p LOAD CASE(S) Standard s41U 11lillllll(rrr' /' `` ?. •, ..... Il a0 X Q ; _ No. • { c 60910419 STATE OF j • : %" •N D P*, \ . & IAN ?trrtut( OCT 19 2007 Job Tntss Tarts Type CIY Ply MbCam 'dg&VI\ WCGLZ99 P1 SPECIAL 1 1 ,lob Referenrs! al 1000. May 2920W M1gTek trxlustias, Mo. Fn 001914DE222OW Page l SIeSr mnk6n lY x5131 P.uMng Supply, F 4-5.14 10-8-15 17-3-8 63_1 63-9 4-5-14 sraM • 1:31.1 4a MT201I A 700 12 Drop horLzontal top chord 1-15 Drop horizontal top chord 1-15 sxta Mrzoa 2x4MTm ll 44 MT20= a C h2 W4 V44 i 1 E H 7x4 MM II ]C MfRa- 3110 M1L1= 2x4 NT20 I' ]x4 Mi2tc 10.8-15 173"8 4-5-14 6-6 4.5-14 6-3-1 -9 Plale offsets M144 LOADING (Paf) SPACING 2-" CSI TC OSf DEFL In Poo) Vdeff Ld PLATES GRIP Ved(LL) -0.03 E-F >999 240 WIM 244/790 TCLL 20.0 0 TCDL 10 Plates lnuesse 1.15 Lumber btuease 1.15 Sc 0.19 Vert(Ti.) coa FH '949 16C 01 rda We . 0 9CLL 0 Rep Stress Inu YES V4B 0.43 Hou(rL) 0. WAghb 1031b . SCDL 6.0 Code RC2003FrP12002 (Mabic) LUMBER BRAC TOPCHHO ORD Structural wmd sheathing tltrecgy applied of eao oc purtins, except at-4 veNCals, TOP CHORD 2 X 4 SYP No.t and 24Y0 oc purim (6.00 mac): B-D. SOT CHORD 2 X 4 SYP INCA BOTCHDRD Rigld o(eing drecN' aPP4td u 1004 oc baring. WEBS 2X 45(P No.3*EXC P W42 X 4 SYPNo2, W42 X 4 SYP No.2 JOINTS 1&am at JUg):D REACTIONS PLtlslze) W,2M-S-8, E=612RAechwkel Max Horzl- 1 C7) Me, Upt'C=-122(LC 7). E=125(LC 5) FORGES (?) - Madmhan Compr¢ssimJt4aximum Tensbn TOPCHORD A4?9B/53,A.B=9V43,&C-815!166,GD=8131157,D-E>56WI43 BOT CHORD H-1--66841. G-W-67(x'15. F-G=67 38. E-F-IM WESS B.1--8 iMi .&H=0/1W,B-F-101r99.C-F=-411/176,D.F=161!847 NOTES (&9) Category II: ExP B; enUosed: M WFRS gable end me end C-C ExterkgV) mac ever BCDL=3.BW Opsf h=25R TCa=G h ,, . . ; 1) Wmd: ASCE 7-02: 9C ap Ths truss's desrgrrea im GC for members and tomes, and 1u MVJFR$ far reactions DOL=1 6J ule DDL=160 d . . p P 9 left and tight e>aosed : Lumber s . 23 PmAdle r:?aJeque 0water0lWo . s elcf 1 10 a/ Dotrun rhud INe bad rmncenamem with eny o:ner We loetls. 0 d f or e or a e p . i 3) This truss has been n deslgrre 4) Refer to 9WW(s) for truss to Buss -=Wms. 5) Provide coed i ed o m*Wm Pty ohers) of Buss b oeaAng pMe capaole o1 vrttWandng 12210 uPM atjoMt I end 1251b uplift St 16114 E. 1 and RB02.102 and relemncad standard ANSLTPI 1. 11 de sectiws R502 id " C . . o e 6) This trussis desoed M acoxdahce w 1 20031mem89mal Res 10d 8ft 2 . n - 7) D,,igi assumes 412 (flat od !floors) PuBns m oc spacM9 Mdk lod, fastened b truss TC wf 4 at brazed membsfs oudde M the same direcBon. See DMI o . 8) At cone. u LaM bmcas musl be r..UenM w prevem lateml movement of the Building Compo It Safety hlamation aM bL8 in? des iglw regWremm+:s. zm fm arty afis aamptance of respon Uliy solely for 1 ww wmpmeat drown. The subMtY aW use of the b Pm COMPm \1111! 111114 r tr Nd 4 4 - h hg 9) The seal on cbs dmw pem.W beildlrq Is the m porsiWity of others es IW'raWol in the bugdahg mda rebrert d truss design sharrdasd ANSVTPI 1 ch.0v 2 4i [` Y e E ? V LOAD CASE(S) Standard 0 :•GVST {y 9?'•4 O . ? . Q f Z' ' No. i _ 60910419 STATE OF ` O ?NDIA?P•??\ ??C? ? ? SI , pN ?. .. \ OCT 19 29 Ott P5 1610araxidge= T.vzs Type Job Tnra 1 M1!ICGL299 P2 SPECIAL JDD Referenx tb 7.000 z MaY 29 2007 A9Tek mtludrias, I.x Fri 001 1914:05:22 8007 rase 1 Slink 9ul6ng 9aPph. Frenpn pL 46131 7-3 8 t-7-iD 8-7-12 1-7-10 7-0-2 5-7-12 cola e is^. 7A MT2U-Ta 12 2x01 Mt2D 11 2b MT20II 4016 MT2e= i 5? ?= G N•I D E 3x4 MT101t 58NT2¢- H MT2011 77-3$ 8-T-12 e 7-12 e-7-12 Plate Oftsels A44.8 EdftQ a B:0-"q:4 .4. E:0-4-043-4 Wall Lfd PLATES GRIP b c) DER in ( LOADING(psf) SPACNG 2k0 I 0°5 VAULL) 4),oa E-F >999 240 M720 24U790 TCLL 810 Plates Ucrease 1.15 tin) 0.15 E-F >999 160 15 BC 0.25 - 1 30 . TCDI. 10.0 Lumber lnasese Horz(it) 000 O Na Rep Stress Inc YES WB 0.26 rue Wefpht IN III BOLL 0.0 am 6.0 Code IRC200317M2002 (Matnx) BRAGNG LUMBER iOPCHORD Rigid ns mom): A G" A-C. except and ?ertlc3ui CH ctty O TOp P CHORD 2 X 4 SYP No.1 g0T CHORD Rigid C-Fmg rcSmp CueCly ePpben a fOPG m bracing. BOT CHORD 2 X 4 SW 1401 JOINTS 1 Breve m Jut): C V.ESS 2 X 4 SYP No.3 S='r W22 X 4 SYP No-Z. 1W2 2 X 4 SYP NCI REACTIONS (®lsiee) F=612JU3-0. D=6IwhKhaersl Max UpJMF=99(LC 4), D--99(LC 4) FORCES (b)-MMOnum CompressiorMM®omum Tension B(•`--620!107. C7-5591130 A-B=62Q'107 G?A A 30 , , - . A-f=55511 TOP CHORD BOT CHORD E-F=17162. D-E=11162 WERE hE=111J84fi, B-E=560ItH7. GE=171/646 RTES (310) 1) U?Malamed rod five beds have been cansdemd fm tiv design. st: CidNM it: Exp B: emt d. ~RS gable end 20110 end GC Exle ior(2) zone; <sn5lever 6 BCDLa' tl a F P .. an , 2) Wind: ASCE 7-0Z -.*,ph: ha25R: TCDL=50Ps 60 piste BW DOL=1.H0, Ties trlrss Is desprcd for C-C Ic members end I°r`:es, a1at MWFRS tar rex DOL=1 b . er IeP end right exposed Lum smc sf ed. 3) Provide adequate dranaPe b Prevent ester p(Inding. has been designed fm a 100 pst bddom dlod five load mrr.;onarsent with any other We bads. 4) TNs truss 5) Rem, ro girder(s) for trusts b truss eonnedons. dvrJMe,Tdirp 991E uPAI at 1 F and 99 b up51t at jCUd D. ucal connection (W others) Of w,s 10 beahnp Plate espeble 102 ant relermced standard ANSt7PI I- R602 d _ m . 6) provide me d d truss TC W .?.1 And onal R _ 2-1 Mils ntan 0 20 s? l TM N. fastene p s At w s 4u (Pet me' rda8on) pud umes g ew 8) Desi us lateral brae,,, must be restrained le Prevent lateral =v t o4 the brace 9 e0 bmmd menlbem bubJe N me Same duectbn, See SCSI-t 5 t 1 ruw 9) All con H SUtl3n9 Component Safety bsfoma6Cn and building des'yTner reglunemenfa nsiNlay solely for the bus, component snovm. The subbildY and use of this tv,s conPOlan[ for any xx`1 f ,L nspo N 10) Tie sent on tis drwvalp i amtes euepusnes o `2 V is the resporlslbRH of other as iWi?efetl'v1 the DuNdnp Code referenced buss tleslpn s6endmd ANSNPl1 d+e. bdd6n p paniailm ? FQ + ? ? ;9 LOADCASFJS) Standard • Q ^ O; ' 2 No. ) = = 66970479 i STATE OF NDIAk4 S . . tx+ , ,tiff I it kk' OCT 19 2007 3pb Truss Thus Type Cry Py1 MACemGdgekcm PB'-E 1 Job Reference M1 N CG'299 7.000 s Mai 29 2007 MTek Ndt2les, ere -F-o-00- 19 4:0523 2007 Page 1 StoIX Brdldng Supply, romm IN 46:31 17.38 5-3-5 6 3 ° 11-0-3 s?I4 =12x. D 7=112 c D N1 E 44 MT1a\\ T F M N G T3 T T ? J ? 7 T , axe NT20= 7-3-5 17-38 Rate Offsets 3 - 0.1 -Rl- DEFL N (roc) Udell Ud GRtP PLATES LOADING SPACING 2-0.0 1 16 Cg TG 0.31 Ved(LO ria - rda 999 MT20 MTZO 2441190 TCLL 20A TCOL 1D.0 . Planes, Isxease LtrtnDer hncrease 7.15 05 - VHorz(TL) 000 P na rJa BOLL 0.0' Rep Stress In t NO 0. (l Weight 115 m SCOL 6.0 Code IRC2W9RP12002 BRANG LUMBER TOPGCHORD Structural wood streatldn9 directly aPpW a 6-00 oc Put=, cxcePil end vefals, TOP CORD 2X4 SYP No .1 002-D-0 oa Wtim(6-0-O maz): F-0. BOT CORD 2 X 4 SYP No I BOT CORD Rigid oan9 Ilir * applied or 100-0 oc bmring. WEBS 2X4SYPNO.3 JOINTS 1 Brace at it(s):0 OTHERS 2X4 SW W.3 C=9&'17-38, AB=9&17-3-0. AA=82117.3$ Y=671773.6, X'=99117-3-9. Y"9N77.38. U=96117-38, T=9&'1]-3A, S.1 7-3-8. A AD--WI73 6 343 7 2' , . , - 1 REACTIONS (6nls¢e) AE=37/17-38 P=3 R-17-3E. X90'17-34. 7=39117-38 Max HartAE=-115(LC 7) Max UpiftAE=54(LC 7), F---ZI(LC 5), AG=3%LC 7). AS=Ad(•-C 7). Y=26 (LC 5). X=-34(LC 7).l'-23(LC 5), U=23(LC 5), T=23(LC 5), 3=-26(LG 7). Rc26(LC 5). 0=T/BQ-C 7). 2=2 AD 9N(LG 1). AC-98(LC 1), AB--98(LC 1), AA-82(LC 7), Y-207(LC 7), X=99(LC 1), V=9WLC 1), Lh96(LC t). T=96(LC 1), 5=96(LC i). R=96(LC 7), P=217(LC 7) AE=37(LC 1) , . Mmr Grav 0-90(LC 1), m39(LC 1) FORCES pb). Mainum Camme..hp V Maximum Tension O-E=9621. E-F=7SYE, F-G=126!10. G+1=938. W P .4J--9&'B. J-K=915. ? ORD 0.??1? I TOP C ? 97!18 M-N-935. WO- M. Kd=83-6, X-Y=Ll93. W-X--&R3. Y-V? 693. V M=&4f, Y-Z=6193 A=81107 Z-f 31107 , , , . BOT CORD AD-PE=-&x107, AFAD=-61107. AB-AC°6!107. AA-A8=1 T-U--&93. ST>-SM. RS=-693. O-R?93. P-0=393 -V=8032, J-lJ'?0'32. 47=80ri2. L-S=-aGf32, H.0-62144 Y=19933 =6&M G . . . . WEBS BAD=7&1S C-AC=-82140, D-AB=82156, E-AA M-R-eir . N4-771146, F-Z=-35217 NOTES (12-13) OpaF BCDL-3.6Pd; Category II; Es B: encbsed; MWFRS table end Mme and CC Exterior(2) zone: can clever TCDL=6 h=25E tl . ; ans 1) Ind' ASCE 7-02 9Jn,;* left and r;ght exposed: Lianber DOL=1.60 plele grip DOL=1.60. This truss is designed for CG far members and forces, and for ~RS for mac specified. d bads In ee Plane of the bias only. For studs exposed W, WW (normal la the fax), sea SCSI 7 and building designer regvkemertts. wi d f or n 1111\\t 111 N r l!I//// 2) Truss designe 3) provide adequate drainage to prevent watar pondrM. 0 Ps( bnbom chard 1Ne bad no concmeN w8a any other live loatls. 1\11 L. H EIHS'?. been designed for a 10 h `` . . as 4) This inns 5) Al ptalas are 2x4 MM unless othervAse indicated. < E c. GI,ST gF Wflern dtord bearing. O . ,Q? nucus 6) Gable requires mn y?? Trvss to be tiny sheffihed from one face or seareiy braced against located noverneld Cm di&7xvd web). ` Oy ', O 7 ? / 8) Gable studs spaced at 1.4-0 oa AC, of truss to bearing plats ale d v4bstandm9 5410 up",, etjoml AE.21 m upin stjoln[P, 3810 I.pl9i ffi' jois No. 261bupWleljoim S. 261bupiff - 9) Provide mechanical co necum (by othes) d 23 to upliftaljoinl T a U t d fdt . , FF ) n a mgt ?A19 E 4411, ?atjoid AB, 25bupiin a2p.'dY.34 10upNtatjoiaX 2310 up"mjoitV,23th up i at joint R, 2781b upill atjofnt O and 214 11, upfdt at joint Z. ned it acordaoce Wh me 2003 trdvrsborrai Resider" Code sections R502-11.1 and 8802.10] and referenced slwdwd ANSVTR 1. d s i f + s e ig 10) This buss ? paanp idimled. Iaslaned Io truss TC wa 2-10d natls. STATE CIF 17) OasiW assu:rr-s 4Y2 (11x1 odendaton} pu6ns a1 ;s 12) Air eon5nuous uttered breves must be restraileo to Prevent Wiens] movement tithe breoe d all braced members bucide in the same direction. See SCSI-1 i?•t f .j ?MDIANP `? Bu00ing Coupotnenl Safety lmormatlon and buildirg designer reWYervants. .. Indicates acceptance of responsibility solely for the buss comPoient shown. The suial4lM1y ant use of this buss comPO'ent for any SS/? d i h 2 1 i A raw ng apM . i// L 11 re seal an this 13) T erticow Wong is the mat msttoy of odes as indicated In 8M holding code refererr-ed truss desgn standard ANSVTPI 1 c 11 r/ p 1yr 1111 III1H11 LOAD CASE(S) Standard v ?i(1? OCT 19LRflI/ T=s Type _ OtY Ply h•ACambddgeM Joe Truss vi VALLEY 1 I i Jab Reneena o MtG Z99 ].006 s lAay 29 230] fah Ntdusbms, Ytc Fd Od 19 t405e,1 2W7 Pegs 7 Sbdr BWdm9 6apPl1'. Fmnidn @146131 - B 266 1-4-3 1-4.3 1-43 5W. 1 1 leaor A 81 i i 2-8t ? 2-M Plele 065ets (&n :430 Edgel SPACING 2LO C51 DEFL In (bc) Well Ud PLATES GRIP LOADING (pc) VW(LL) Na - roa 999 MT20 2441190 TCLL 20.0 Plates lnoeose 1.15 TC 0.01 Verl(tlnUL) .) Na Na 999 TCDL 10.0 L=ber lncteage 1.15 BC 00.01 V 0.00 C Na r?a BCLL 0.0 Rep Si w Iw YES Weigh: 6 b BCDL 6.0 Code RC2003rrPI2032 (Waav? BRACING led t# 286 a purbc. LUMBER TOP CHORD SWSWrd woad shaalNng dsar4lY app TOP CHORD 2 X 4 SY No.t 807 CHORD Rigid mTmg directly applied or 1040 oc Milting. GOT CHORD 2X 451@ NO.1 REACTIONS Xdshw A=52286. C=52n-" Max H.A=18(LC 4) Max l1PMA=5(1.C 7). C--5(LC 6) FORCES (fs)-Mamrmm Compnt5iloNMadmum Tensipn TOP CHORD A-9?42J13, B-C°42113 BOT CHORD A-C=520 NOTES (7'8) 1) Unbalalxed root Bve bads have been considered far Vgs design. Vdnd: ASCE T-02 Wrtph. h=256: TCDL=6.0psf: BCDL=3.6psf: Cetego+)' U; F.? B: enclosed; MWFftS gable end mx and GC Exledor(L) zone: '.ever left and ru7i11 wWOead : Lun+bm DOL=L. 60 plate, 2) ,. gip DOL=1.61 Thin Uses is deeQnad W GC for membem end forces, end tar M WFRS fa ream sPecfiad. j 3) The buss has bwl.desl2ned for a 10.0 psf bottom lord Me bad noncanwne t vri4ti a other We bads. 4) Gable requites mn6nums bottom aimd I)MnAg 5J Provide meClaniml cormedim (by others) 01 inrss to oearhV We capable of willtslv1din9 5 N up" M OW A and 5lb upWt al iobf C. 6'J This Inds Is designed in accrndance wWj the 2DM International Residential Code sections 11502.11.1 and R802A 02 and referenced standard ANSbTPI 1. AN. cgtt4iwus lederal braces must be Iestralned b prevent rAe7W nw,mveot e. the brain it an bn oed members budde h the same daecfi r., Sec BCS41 SUBdmg CPn'.pcwlwd Sefetr Infcamxtion 27W boding designer teWJ a ts. shown The aunaalGry and use of gds buss component for any 8) The seal on tttk crowing Uldlalas acceplenm of responslb6ly solely for ft trues component WicWe busding is 1Y resposMbriy d dhers es indicated m the CvOding ode referenced wss design standard ANSUTPI 1 maptet 2. LOAD CASE(S) Standard JL jivill 111//// o%%HEIIV, ? .''G\STFR .... Zj 60910419 STATE Or ?/ f111111\? t3\ GGG OCT 19 2007 Tnas inm Type Ory PN MaCambidgeY,.tl bD PaCGt299 V10 VALLEf 1 1 Jm Referaree lone 7 000 s AIaY 2g 2W' MTek mdusbus, M. Fn OG 1914'.05:25 2007 Page 7 Sbrh 9u'av'q Supply. FrankAn It; 65131 n• mm It 2- 2-7-0 B Bda?i:1 D. 10.00 12 YI1 A B1 2x4 MTM/ 2-7-0 n• 11 2-7-0 LOAO:NG(psf) SPACING 2A0 04 TC 0 DM In Vert(LQ Na (Ion) Well fld - Na 999 PLATES GRIP MT20 2414190 TCLL 20.0 TCDL 10.0 Plates kRrease 1.15 e 1.15 . am Hoa(TL) .00 999 Na nm BCLL .0 Rep Sa , Rep stress Inv Ina YES W6 1Nelgh110)b BCAL 6 6.0 Code IRC2003rTF12002 (maw) LUMBER BRACING TOP CHORD lied or 2-7-0oc PuffiM1S, except end verticals. stwural wood A ealiaq dkemy app TOP CHORD 2 X 4 SYP Nat 807 CHORD Po1pd,,eng 6mcUy appfad or 1000 oc bfadng. BOT CHDRD 2 X A SY Not WEBS 2X457R ? No.3 '. REFCTtONS (W=e) A=652.7-0, C-85,24-0 M. H=A=52,LC 6) plax UpliftC=357LC 6) FORCES Qb)-!Aa*a C=PressbNMaldamm Tension TOP CHORD A-B=-4&30. B-C=54147 BOTCHORD AZ=UD NOTES (6.7) d: ASCE 7-02: 9Dmph: h=25M TCDL=6.Op51: BCC_=3.6pst. Category D: E.VB; endosod: MWFRS 9aWe end zone mid C-C Extmiof(2) zone; cantAever Ie1 end nghl e>0>osed : Lambe OOL=1.60 dale 1 W d ) m . gnp DOL-1.60. Ties wss is desl9ned for C-Clo<fmmfflbaM and Incas, and I" MWRSfa reectlon SPedfie d live bad mnomicuned vAN any oNer five bads. W or ) THs etas has been designed for a t0.o psi bdlom 3) Gable requires. con@naoDS bottom Ward bearing. 4) Provide mechanical connection (by ethers) of W. to bearalg data amble ofwi'.,Wwtng 35 It, upfm a OW C. PIV I- s _ 0 2 aM RW 1 emon. See B S S) Tis truss a deslgruM in accordance vafh the =I intemational Residmlfial the brace tt ell bra.:ed In t?a• bdde - taerel bates rnwa ee remahed to prey Immd nrovmnmrt of t 5) An mn ,., Bmld'mg Canponed Safety INormafion and Iwdding design requuemenm Te sultabPdy mW use d Ihis Uass cDmpananl fu airy tame d ms EoliY slab' for the lassaemponmt sheen. indmaues 7)Thes?mleedmMng rice P? standard ANSIrtPI 1 chaptm2 nslerenced wee design d b ad ' spmibiW ng co a u va:ed in UM pm6cdm slhyd oNers as ind ptnldkqa tine respon LOAD CASE(S) Standard /111/111 t I if q!! 0. e G..... ? `` ? Fp p : .92 s Q gy . No. 1 609104191 i STATE C OCT 19 1001 .)oh Tmas Truss Type 'Oy ?ty MJ7 "Wdge7C71 MICGLZ99 V11 VALLEY t 1 Jot Refs,e:xz o ].OOO E May 292007 lkTak tnduslde6, MK Fn Ctl 191d:05:26 ZOOI Fagg 1 Sbtk BdHnfr $WPIy, FanMn IN 46131 3-71-13 2xd t4r2D II 3-i1-13 a suu=t:x.i 'D "2 T w1 I A B1 z:•ur2a/i 311-13 Sid srtz?o0 3-11-13 PLATES GRIP LOADING (Pd) SPACING 2-" CSI 0 14 DEFL in VM(LL) Ma 00c) vden ud Na 999 MT20 2441190 TCLL 20.0 Plaleslrcreese 1.15 r kKl@asa 115 b . TC BC 0,07 VertmR n/a ( - nle 999 TCDL 1D-0 0 SCLL 0 Lum e Rep Stns Ina YES we 0.00 HwzRy 0-M nha Na Weight 17 b . BCDL 5.0 Code IRC2W sTPrA 2 (Maw BRACING LUMBER TOP CHORD SbudWrbr wood Sheathing dbec0y applieda3-11-13 on pudim, except end verticals TOP CHORD 2 X 4 SYP 140A BOT CHORD Fks, -eTng f..cdy applied or 10-0-0 o: bradn9. BOT CHORD 2 X 4 SYP N0.1 WEBS 2X4 SYP ND3 REACTIONS (lb/size) A=124WI-13.C=12415:1-13 Mss Horz A•63(LC 6) N1az UphOC-57(LC 6) FORCES 0) - 6lamnum Canpre,,jwWadnutm Tension TOP CHORD A-Br-7U53, B-C=-10Y79 BOT CHORD A-G-W NOTES (67) nd: ASCE 7-02: SOmph; h=259; TCDL>6Dpst BCDL=3-6Nsf: Cam 0; ErP S; ardesed: hf WFRS gable end zon W 1 rantdevs, fee and. M exposed : Lw ber DOL=1.60 Plef e end GC Ewedm(2) =e; '9 i ) This bras is des%nadfor G-C for membersand tomes," fa MWFRS fornsacll sSPWAed. Dot=1 60 ri . . g p a d br 2) TMs teas has Deal dn ae to Deming plaW 0,pabl? or soonlhshn.6mg?lb plM Mont C. f t h pec n ol ens)) o (by nalmMaSon c u 4) . he WnS s lbe 2( rAh Review 4) Non t-a s is d Gegne l oonddion ed, ' Residentl e Code sa?tiom R502.11 m?enW?e?tW&I in Me Se n. &,ectwi. S e SCCS1pi11. This a m ned of prevew ba t be res sntinims erA braces m 6) M S,Ading Comoment Seety lnf a agon and bu7dwV designer requi ements. lanca of resPCnsibUtY solely fa Me buss cW90nent shorn. The sldlsbBty end use of MIS truss canponeM for any ee at p es ao 7) Tim seal on Oft drawinQ h "sn)w W9dig Is ale nesponsrtifdy of o0lefs as imleated n She wwg o referenrsd cuss design sla and ANSVM 1 chains, 2. p LOAD CASE(S) Standard N N S ?,, No. i 60910419 e - - STATE OF y , 1•. SS/pPlqL ? ,A ?? r yynfnl OCT 19 M07 Job Truss Truss Type Oly m Cam`a cge1C1t MP-.:G1299 V12 VALLEY 1 Job Reference M . Indu9ries, Ix F4 Otl 19140526 2W7 Page t ].03D 5 May _ 200] - 61odc 6u3da+9 SupPty, FfanlGin IN 4613: 5-4-9 5-4-G S?It ? 133. 2P MT20 t 9 10.0¢ 12 Wl A 2x4 Mrs" 2x4 M720ll 5?•9 5-4-9 LOADING(psfj SPACING 2-0-0 C51 TC 028 DEFL In 000 Wee Ud ` Iwt(W Na Na 999 RATES GRIP MT20 244y190 TCLL 20.0 TCDL 10.0 Plates Increase 1.15 Lumbar tru se 1.15 BC 0.14 Vert(m) Na - No 999 00 We rda 0 SCLL 00 Rep Stress Ina YES WB 0" . Ho2(111.) Wer314 T Lh BCDL 6.0 Code IRC2MMPR00P (Mal LUMBER BRACING TOP CHORD Structural Hood shea4iing d'veWy epptied a 5-49 a purfrhs, except end verticals. TOP CHORD 2 X 4 SYP No.1 GOT CHORD Mud calling directly awed or 1L-0-0 00 bra=g- BOT CHORD 2 X 4 SYP No.1 WEBS 2X4 SYP No.3 REACTIONS (Ibis" A=174K4-9, C=174S4B Max Hm A=124(LC 6) Max Uputc.-MI-C 6) FORCES (m)- Marmon Cano(aSdXA1®dmum Tensim TOPCHDRO A-?t04y/a, B-C=14y110 BOTCHORD A-C== NOTES (6-7) 6pst Category t: Exp G: enclosed: MVJFRS peie and zone and C-C Extern, M% mne: rareflever l 0psf: BCDL=3 TCDL=e h=258 90 h eft and right exposed : Lamber DOL=1.60 Pule . . : : mry 1) Vvind: ASCE 74)2: grip DOL=1.60. Trim buss is designed for C-C for mernbels and faces, and for lvl for reactions specified. 2) Tills truss has been designed for o ID-0 psi bOM chord five fwd no Wrra t with am Weer the bads. ' M 0 iii ll C- 3) Provide mechanical connecbm (by others) of buss to bearing Pete capable of vvift er1firg 80 lb uP 4) Non Standard bearblg on, 8MW, Review required. 5) This buss is designed h ecmndancev.M Me 2003 Mematlwhaf Residential Code secti P502.11.1 and RB02.10.2 and reMrenced standard ANS" 1. f the brace t at braced m.bes buckle b the same direction. Sara BCSLi t o 6) AR eonbmw. Word braces must be restrained to pavanf areml movemen Brdklhlg COmpera t Salary lrCormall anA bull desiglter requirements. _ _ 1 rZ ? Per ? for arty of ? IncElIcsiftes; 7) The sad oi e e g buss design standard ANSI((PI 1 rho s?ons bd Mothers as inSegred the bilking code nd rrence e Partciriar taw' ffmgsphe LOAD CASE(S) Standard ``51?51tt,rL nHF/Ay"?.. 60910419 j =_ STATE OF '"'fir ?In 0,00 / 666 OCT 19 2007 Truss Truss Type Dry Pb' s4CamdridgetDR .1pD MY.: G1299 V13 VALLEY 1 .pp Referenos f.EtIn ?.Opp 6 May 29 200] MRek NMo..s. k1e Fo Oct 19 140527 2007 Pape 1 $tod? 9MddSg S'.gmh. FmnkFal IN 45:3t L 6-9-6 ? Sra'. 129 tat MT2D II era Mi2D II c 6 1D.- 12 I I A L 2n Me/p 2x4I4RD II 2xl MT2n II 6-9E 6-9-6 LOADING(psf) SPACING 2A0 CSI a32 OEFL in (Ina) Udell Ud Vet1(LL) Na nVa 999 PLATES GRIP MT20 2441190 TCLL 20-0 TCOL 10.0 Plaks Increase 1.15 Lu bas h ease 1.15 TC BC 0.17 ern)) ODD n/a 9rvaa BCLL 0.0 Rep Stress Inv YES 1NB 021 VMgm; 37 lb BCDL 6.0 Code IRC20O3rrR2002 (14a'dx) LUMBER BRACING TOP CHORD Serum al wood sheathing 'Mdy apOW or 6-0-0 x Purge, exmPt end verlical5. TOP CHORD 2 X 4 SYP No.1 BOT CHORD Rigid cel qt directly applied or I0 M oc bradlgT. SOT CHORD 2 X 4 SYP Mc,1 WEBS 2X4 SYP No3 OTHERS 2 X 4 SYP No.3 REACITWS (UVsl2e) A=1Sar &B,D=?6.E=63i/G9-6 M. H A=1 W(LC 5) Mac UOMD=343(LC 1). E-282(! C 6) 4fax Gm ,k-150(LC 1). D=150(LC6), E=631(LC 1) FORCES (d)'Makbnum OvnPres5loNMladrnUm Tersion TOP CHORD A-B'-1S71/29. B-C=204/131. GD=206/'2®3 BOT CHORD A£00, D.E-M WESS BE-5201383 NOTES (F7) B; enclDSed; A1WFR5 genie end ewe and GC 6dr?i«(Z) iorle; raltlever 1) Wnd: ASCE 7-Ot 90nph; R-2511 TCDL=S.Opsf; SCOL=3.SpsE Colegory U; E? C-C for members and tarees, and for MWFRS far reectora i d I gne N letl and nghl exposed; Lumber DOL=1.60 plate grip DOL=1.60. TMs truss is des spedged. 2) TMs buss has been designed for a MO psf boftom Nmd We bad nDnwnwnent rdth any' o1he, five bads. atfe of v4plstandblg 343 th uplin of 3oim D and 262 b upl° ffi plm E l t n e wp g p a 3) Prwlae meumJcal connection (by others) of buss b oeM _ _ 4) Non Standard bearing ODndlton. Review required. e ANSVM i. R502.1 1.1 ard RSD2 Resikaedial I ed S ? d i ' ti ' 1 ?? wY? 1 gn on. e s es ireo Me uh seine d budde menders lhe I e brew a all eme+d al m s12 M b prevent We Draress M-s-'st be 8 At saord'nluma leteral Buddtrm Comport m Safer' Intermation and b-dng desigler regale mts. arty dicates acceptance V'responsibility, solely for the buss component stlomt The srn'abgty, aM use of this buss wmP?m for i ' d » rrg mw 7) The seal on tles perfiadar pWdslg is the respormlb2'dy of otlhers as indicated in Me 5utsng code referenced wss design slatldaN ANSVTPI 1 Napier 2. tt l / I I I I11// ... 1 J 1' l d ... }"I EI d ar LOAD CASW Stan - T 61S .? ' No. - 60910419 STATE OF ' SS/0N ` ? ?'/yyr 1111U?111` OCT 19 1007 Trvss Type Dry Pp' MnCanbL u lab V bsCGtZB9 lob 1 I 1 b Reference ].OW a May 29 20]7 tbTek dWUSfiea, Inc. Fd Oa113140528 2007 Page 1 BfoCc Butdrcg Suapol-. F,arddn W 46131 &2-3 8-2-3 BWe= rear. 2x4 MT2J II G h4 NtTp 11 B T L 91 2x4 NT2a?i 31 NROIi 2}4 MTe'011 &2-3 &2-3 PLATES Spin, (PSQ LOADING SPACING 2-00 CSI 0 DEFL In ow) Wed Lid Vr?(LL) MT20 244/190 2MID TOLL 20.0 Plates Irlcrrane 115 1 15 TG 0.3 SC 0.15 Na - Na 999 vedC1U TCDL 10-D BOLL 0A . Lumber Increase Rep Stress Ma YES M 0.14 Hanoi 0.00 No are Wegl¢431D BCDL sA Coda IRC2003RPI2002 (Marlon) LIMBER BRACING ed an &0-0 a WoW, mxept end vedicels. TOP CHORD Stuabrml s+acd sheer" ?y ? TOP CHORD 2X4 SYR No.1 BOT CHORD R411 csT1g doeclty applied 0-0 O Loosing. SOT CHORD 2 X 4 SYP No.1 ' WEBS 2X4 SYR No.2 OTHERS 2 X 4 SYP No3 REACTIONS Wsb:e) AuI63,&2-3,D=321&2-3,E=41S3.2-3 Ida H=A=1S6(LC 6) PAW Lrpgl0=32(LC 1), E=192(LC 6) Max GravA=963(LC 1). D=11(LC 6), E=418(LC 1) FORCES Ian)-Mawmnan CarrFrassiaNTlmdnium Tens"ron TOPCHDRD A-8=2011128.8-C=-95M0.C-0=18!26 BOT CHORD A-E=OW, D-E-Dr) WEB$ 6E= S481248 NOTES (&7) hi TCDL=S II; Ex, 8;endased;.MVl gable and soon and C-C Ededol z e', CIM'Saver 1: Category 0 f b ms nil or:eac 7) Wind. ASCE 7-02; 9 ed L obey DOL=t.60 plate ate grip ODL 4 DOL'1.8.6 leg and right exposed; Lun d>er 11 This Duss is tlesgrcd Iw GC la memb:m and forces, and ra MWPRS modified. 2) This buss has been designed for a 10.0 Pd he#= chard Al bed noaccrox it wita any other We bads. 3) Gable requbas aon6nuous bedom Chord bearing. 4) Provide mechenicd tonal (by a ) of buss to bear" Pate capable ofvldrsleadug 32 b up7ilt M joint O and 192 b UPIM W join E. Pli stardom e 1. ce BCSII TNS tall 19 In line ne sane dar ce a9 braced members WW f h b s ) re t e brans must be resual b Wed lateral movement o il ommisat1s Id 6) A B,di Component Seely Inlarmadon and building designer requbemenls. The sulfaKty and use of fits truss component for arty em shown . 7) The seal an bus dravfmg Indicates acceptance of respMSlbtlby solely for the buss oampon coda refererrrd tans design standard ANSV PI 1 chapter 2 ddin h b ' g u ualed In t e particular building B the responsihir4y of odners n Ind LOAD CASE(G) SUrnemi lllllll tl ltrllfpf %, N ? HEN S ??, % e sTf 'l iy ? ?( AF:; N O. - 609117?t9 ) STATE OF , ??/ nfrvHlutgd OCT 19 1007 -Wb T+ass Truss Tym oll• pff lVn ReErADOU W.CG'?SA yi5 VALLEY 1 _ dpry RMermcs JN6REJA Inc Grp Oc 19 16 X328 2001 Peso 1 . _--.. _!.; ??^^? URek Deli x}ms, Slade Stddrlg sup''I/. PJ ?n IN 46131 9-7A 9-7-0 stet.=13a m esrm II u< lat2o II race tz a v T } j I A as MTNp 2xa MTN 11 2=4 urzp 1l 970 9-7-0 EOA DING {psq SPACING 2-9-0 CB€ DEPL N (3oC) Weft W ) J r1a 93E 'J Vert( PLATES GRIP trR20 246n90 TOIL 20.0 0 TML 10 Halos Incense 1.56 TO 0.24 wmberlru se 7'5 BC; 0.14 .. I Ve11`.TJ nie - Na 99S N N . . ROLL 0.0 Rapste;IJ YES i WS 013 e a HazlTy -090 O Wely.`N: 50 lb RCOE &C Code IRC20PaTP12002 I IMatrla'! LumlJ BRACING _ TOP CHORD Spuanral wood sTZaNun9 direcrN ep91retl m6-0.0 xpadins, excep'.e3 veN[als. TOP CHORD 2X4 SYP No.i ROTCHORD Rlgid oeliaw tl'aec9y aPWled or 10.09 x"J [V. BOTCHORD 2X43YPW WEES 1Rex d n"pt GO WEBS 2X49YP NO2 OTHERS 2X4 SYP NO3 W_ACTIDW (misiie) A=184M137-9,0=62KY]A.E 25!&7-0 Max Horn A=281{-0 q Max L)pp11D=29(LC G), E-194(LC T FORCES (IL)-Matinrprm GpnrFf65sieNMexinnlm Tension TO CHORD A-B-23711 i5, '3-G--99725. GD=c 0.rM BOTCHDRD A-E=-110. GE-1IE WEER B-E=-32mis NOTES (6-7) saever I) Wnd ASCE 7-02?, XrV1r:I 25fL TOOL=6.Gpsl; BCOE=3.BpsP, Category Il; 6y e; enclosed; bJJ gable aOO zone and GC EdeJr t )_Zgne;tsa andkrMwFRS krreac{ans 'members entl bites d k 6Cf , r o leb"floht2>posed; Lembar GOL=1.50 plate grip DOL=1G0,TJ desgrre sped?ed. 2) TN? bass has becvs designed `s a 10.0 pM n MohordIJ Wad rmncoM-dwithanyOldertweWads- 3) Gate regoses -alinuaue b, - d Ow b"rin& 4) Pnairda Ine_tJ O,pnnestoa (fly ctnons) Of buss I. healing plate eapeble of mhswndlnp 29 lb up(s, EE J 0 and 194 P epiM at IdM E. 1 and RE0210.2 and r0J Eten twd ANSVFPI 1. 11 J Code sec,wls R 02 id l R . . es a 5) Tres tans is deslgrred in accordance wbrr the 2DM Ifflerrurde 5) NJ c,MU pus labs-d bsece must bcresknaO to prevent tarsal MOWMeM d the brace 94 blf 'meele welchto Lha. same d]re[tian. See DCSI-1 ' lfemeh5. Buaj% C.Wpmenl Safety €nkrmadm Hd Wilding d¢Ngner nyu this drawing"Oule3 oOcaptau,M of JearonaIJ solely for be truss Cvnipo:ief[L shown. The SnitaDF(Gy' and nee Of 11" Etas con nat for any h ] On T) T e me is dre resv.MNldy of uhel5 as indlated in tim h dding code rdJ truss declgrr standard ANSVM i ehapear 2- 0)cder builE6M j pa LOADCASE(S) slanJ 1v?ttltul rrr4 t+` ?yr `? ?CeN ST j • ? ?' Ly E q ? G X970459 i - i STATE 1111111ITY? r / OCl 19 2007 6eb? Tmss iYre Cty PIY MPCairbddgelClS MICOLZ09 Vt6 VAL'r7y 1 1 bb Refareaz '? 51oCY. 6'iIDOing SurrP"y, rm?kFr Od 46131 ' D30 9 M9Y 2E GOBI MTre* Induslties, Inc. n OB i 1495:28 2307 Page I f 1 9-9-5 0-11-d 9-9-5 s<BII. ,:<s zrn A4TN II 0 I aa urm ll } 10(NI12 C. 1 as MRb ll I 6 3s1 gTC1011 9u MT2a 11 to M12a 11 &9-S 9-9-8 LOADWG IPsf) SPACING 2-0-0 G:d DEFL in ,Rat) ed&5 ud PLATES GP1P TOLL 20.0 Plates lnna?e 1.15 TO 0.46 Veh(W 101 A 0 120 MT20 244f150 TCDL 10.0 Wrrber knrrease 1.15 BC 021 Ved(R) 0.04 A NI 90 BOLL 0.) Rsp Skeos lna' YES ma 0,1a Fp"4n) 0.0 E rda PIS lNeigYk 67W 1 DCOL 6A' Code iRO203arrPIWD2 (Mahix) LUMBER 9MCING Top CHORD TOP ER I X 4 5YP Ma. 3 Shvcle2! oot: sfsealhe3g d'vettF/'aPP?d ar6b0 ?PJa1m`' erCeFt wda CHORD OP CHORD 2 X 4 SY W-1 DOT OHDRD Rigid cealn9 e-cflY ZFFPFM M 10 of burring. D VJESS 2X 4 GNP NO.3'E-F4FV WEd5 1RaW uirtddpt € Vd22 X 4 SYP Net OTHERS 2X4 GY'PW3 REACTIONS (IMB¢B} G=246P-9A, E-7u9-&B,F2BrBg4; Max G $3(LC 6) Mw llP UPMF??18?LC 6j, F=256Q-C S! FORCE (6)-Ma<bnum Gbmpresaerl/Maximum Tensbn TOPCHORO B-G=-23G'O,A-B=W42,&G=2561117.1:f7=99F11. 0.E=BRf39 SOTC"IORD F-G-112,EF=-12 f1F-3391256 WF93 NOTES (6-7) B; enclose', MLlrltS gable ¢I?>?e aml GC E?tlerha(Z) zone; tanHEVeI t) M1nd: ASOE 7-D2; 9'Y:iph; L-I.60PIz1plate3 #M D0LOOL6psY; Cafegcry g, >='ry leftaptl ^gW eryosed : LumM berD OL=1,60 9rtr '1.60. This truss rt designed IQi FC for members and Mces, and to[ M5yt4R5 Ear featbaks sPecMietl. 2} Thu Cuss t3a5 beep desl9netl for a 10.0 psY ce? chest 5.'e low nanandrseal v>xts any odrer Eve iwds. 3) Gable MNJsaaitlnuaus choN Daadng. IF ProvMe mar3lanlca3 wnneaon (b (bY oG3ess) of buss to aeam9.Plste capebFS N rr.MUlarbing 15 Ib calif al ]oNl r arM 55616 uplp[ al john F. S) Th]s pugs is aesgned M eccordancewilh Me 2003 IMernalisna7 ReslderNal Code sections 8502.1 t.t and 8602."=6,2 and rekrenced 51s?ard AI'ISI/YPl t. B1 Afl coaenuaus 1a1eral'Maces must ce reslydlned M preverA laleml meveJYaY11 of Mre brae tl all braced a'.ambers buckle m the Bame diavtion. See BfSI-f Bd6dkN Cw onsM Deity 196trmatim and btMm des'Wg requirements. abli C use of ads SusswmFor?xatt+ertr 7) TRn seal w Mk dnr%4" $ndirales actertanue l mspor?Aily salllyla the t. sompo rd spawn. The suA ry at parl.s W 1,1039 IS ne r &;F sibiA Y of olh=.re zs a sited m Ma b49lr9n9 m e Yelerenced kuss design slandffid ANSIrM t dwpW 2. LOAD CASE(S) Standard `+\tt„t Il?crr2Yf+ q No. 91 '!? `; STATE OF ?`' ' veryl,2 i Fkl4Ptlt r OCT 19 2007 JOb T. T. Type dry i°ti r mbddgeYM M'CGLZ99 V2 VALLEY 1 t Job Redu? ] --.1 2g 20W Fbl7ek Indus4ies, hic, Gfi CQ 191A D$30 '2087 Page i 5roG Stiddir'a $sP{s'i. `??" M A613i 2-9-0 6.f'i-0 2-9-0 2-9-0 scde = ? sp. ' 4a4 H`20- '. 0 1a a 12 STl c A B1 l 2z16frzaH 274 sr12c II m MTZdO 56 5$-0 LOADING (PO SPAGNG 2?0 CSI DE FL N (le.) uden L/d Ne Na 999 LL V I P TES CPJP MT2B 24411W TCLL 20.0 0 TGDL 10 P1?es lnrTease 7.;5 L1m,sdi ¢tn ease 1.:5 TC 0.07 BC 0.04 e! ( ) Vein) Ne - ri/a 999 i i . BC11 B.B Rep Shr_sa kcr YE5 w6 0.02 ' !;orz\?L) o.BO c Na Na ??? BCOL B.0 Code IRC2ODYTIPR002 114av*^ 1 LUMBETt EpAam TOPCHOFD StraMWMWood sheaailog dheCdy appBedwB-60 ac pl;Tefs. TOP CHDRO 2X4SW No.t ROT CHORD Rigid ceiling ?meetly apphsd t#1G0.0 oc nB- ROT CHDR02 X 4 SYP NoA OTHERS 2X45YP 1,102 REAGnUNS r®reize) A=71121SBC, C=i 021S&0. ?d33156-V Max HMA--4+(LC 4) MA:' LbpPW-20XC B), C=23(LC 7) FORCES (®)-Matimsm Cur[rpressionlMSRimsm Tenn TOp CHORD A-3-70'JlrE --70w19 BOTCHDRL A-I'1=1DI16, G?-302R V.Bs BA-M4 NOTt9S (7-17 1) 3mdelanced;oOf Bee loads have beet dons'ederad fX this decegn. 2) Wend ASCE 7-02; h-2111 TGDL-0.0pa,, BCDL-34ps[; Calego7' 11; Exp B; encbsad; p,j FpS 9W, afrd Zone and GC FmM1 rior(21 zone; raohlevef IeM and fight erynsed -, Ls tw DOL=t AD PI gdy. pOL-1.60. T?ds trans is designed far GC for members eA forces, and tv MWT95 for reaCOOrts SPMWeJ. - 3) Thir Eeuss has x deAgnai for a 10.0 pd bottom Chad Me bad nanwn'?rrcf0. vn1h any other rive k4i6s- sbe o•`witl+stsmdng 20 m sPt d p4 A and 23lbaV?ft ei l0ial C, laEe ca b b r p ea s g p 4) Provide meJratliem cdrmerdmn fry others) a ttuss 5) tr;M Biafdam oearin cond?bod. Review mashed. 8) Ths fuss is designed h[ accvdente with the 213 kderratierrel Read." Code secams dd 0 11.1 .6 RB02.10.2 W mfere and st&-Awd ANSVM 1. S SCSI 1 , ee ec ion. - i3M e]n1lNsds laleml braces seas, be rv-strained to prevem lalerof mave.a afie brace tl as braced membefs buclde In the seme& Bum Composes[ Safely Enfm tion? DWdlog deskgner regnirehrtMs. $)ThaseaE on Min drev/dlB nd' -=>• elf respp85 ddy a[lery for tlfa CS55 aoarrponeel shoml. ThassiMbl4[yaodus.ethis Wss.-npa. forarry 2 . partiwrar bolding H 45e respmslOiNty M others a4 fndimled irx?x rsIdhB r?tle .eSerensd Was design stardud Ah541iPi 7 :.nepies LOAD CASE(S) $landard ''. \\\I1tt111i'i flrLL-f!//f 6091 D419 ? `- STATE OF !ND)A ? ??'' '• a C7NRt .? OCT 19 7017 .bh IT.-use TNss Type Ob PN M`LaznhMDe't.'Vl MrGI Z99 V20 VALLEY 2 1 Job R¢ferela 1.030 s May 292007 MTdt< hrdusTes. Inc F. 0.10 140530 007 Page 1 r3c 9uMing Sigpty, FmNdn IN b6t31 2 1 Tana 11 2-7.5 a 2-7-5 I wale • t:;. f 7,00 12 T W1 i A B1 ac 2.7_5 275 LOIADMMIG (per SPACING 2-DAL CSI 03 TC 0 DFFL m VM(LLj Na (bc) VdeO Ud Na 999 PLATES GRIP MT2D 244190 : 20A 1D.0 Pfales increase 1.15 Lumber trzreasa 1.15 . BC Vert(ro n1a 0 00 TL rde 999 Na Na 0.0 Rep Stress Inc YES N10 0.03 . Horz( ) Weight 9In BCDL 80 Code LRC2003,TP12002 (MfalriA7 BRACING (UMBER TOP CHORD s. and ver5ra Sbucbral wood sheathing ditaclly -PPE"d V 2-7-5 os pud'ae. e4cepl TOP CHORD 2 % 4 SYP N.1 BUT CHORD Rigid calling directly applied or 10-60 oc bradDa. BDT CHORD 2 %4 SYP No.1 WEBS 2%4 SYP Na.3 REACTIONS (bisize) A=5912-7-5.C=5912-7-5 Max H=A=3`(LC 5) Max UpFS•C=n(LC b) FORCES (E)-Mavmum CompmssbMta mTW*10n TOP CHORD A-8=2871, B-C<49(d1 SOTCHORD A?C=OfO NOTES (67 Opsf: BCDL= S,BW. C deg°Y n: Exp B: epose , MV FRS gable and zone and GC Eaterbr(2) Za . Cantilever Ie0 and right exposed : Lumber .60 Fate TCDL-5 h-25ft h 7 90 02 . : : ; mp 1) V&ek ASCE - Shp DOL=1.60. This U1cs is designed far G-C fm mambas and forces, and for MWFRS far mactbns specilled. d s. 2) This puss has been designed for a 10.0 psf bottom chord five Arad noncoms rrard m1h any either Bve ba 3) Gable regtfin s continuous hohom riled toeing. 4) Provide medianical comet ion (by ogres) of truss b bearing plate capable of vs,31andirg 21 It, upldl djond C, 1 11 and RBM10.2 and refemneed standard ANSV(Pi 1. l Code sectlms R502 id ti . a en 5) This truss Is ddsigndd in accwdarlce with 0m 2003l tematbnad Res 6) Air caWrymus iateral braces mart be mbolned b Prevent attend! nxworad of the brain B as braced members buciM M M some direction. See BCSFI Bultding Component Safely lydottrzBan and building designer Rylrir6^ranta. wing the buBdlrg coder wed toes design stard ANS" 1 cndpter 2. _s wmponnd br any ? i l d- ? ad t p o c m e m oII ax r p ard< dlng is the respo si LOADCASE(S) Standard 1111111111111p?, :Orp?'Q?GtS'fEq o`,r'l?9'? ` Z ' No. ? STATE OF ,N fit OCT 19 2007 ,we Trass ;IMSS Typ9 qq jFif ,lalCem?dd9e6^.N MICGCZ9a V21 VALLEY 2 i c an Jed Rafe , 51oGC [ulldng Sappy, .on IN 46131 7.000 s Ma 3051 MTek (n9us4es, brG. FrtiOG 1914'.05'35 2X7 Paga 1 10 5-5-1E Sash i,16, a4 M €1 6 740 FI T A 81 2x<A1TRWi 2x1 MT9G 71 E5-19 LOADI"4psP; SPAdNG 2{}0 CSI DEFL is (bc) Vdea L61 d 439 o PLATES GRIP MT20 ZUM90 TCLL 20.0 ?)?.?Inaease 1.15 1 15 L b l TC 027 14 EIC 0 a - I a VedI r Ver1(TL) nla - n!a 939 TcDL 10.0 0 BCLL 0 er ncrease . um Rep Stress Inns YES . vm Q.00 Homn) 0.00 Afa Ma . SCOL G.0 Code IMU03/TP12002 (Maw WaFghe 20lb CLIMBER BRACING TOP CHORD Shxb rM wood sheo ling dvectly appFed or 5510 w purlins, except end vetE * TOP CHORD 2 X 4 51'P No.1 SOT CHORD 2 % 4 GYP WA 00T CHORD Rigb ceJrcy d'uedy app:xd m 1Q-0.0 x trxdng. WEBS 2 X 4 GYP MI R CT10145 dbf$ke) A=17215S10,C=72J5--,10 A1?t H.A=WLO 5) Maa Lq?,A-3(LG b), C=53;LC 6) FORCES 05)-Ma?bmam COmpressbrVMexvnum Tenalon " TOPCHORO A-B=66ln9.B?14d1E0 BOTCHORO AC-1110 NOT1-TM (c7) 1)'Mrld gSCE 702; 90rnPb: h=25fl; TCDC=a.Opek 9CCL=s.6pst Cat?ory II; E?rP B; enclosed; FAVJfRS gable end mne wW C-C E.130 2) ?:ca•d'derer left antl dgnlexpcs^d; [umber (DDLo1,50 L4al Wm truss is designed fw C{ Icy membaas and brcee, end for MWFRS 1cr.-oadl ns 6yecIfw. DOL=1 0 O . . p arty 5ve bads. t Wa bad 2)Th>s has Oeen designedfpia 1011psfP a palb w s be 3) Provide e rzrechanlcal cmneclim (by o?Hvs3 oftJ5twss1 t-o beating plate mpablacf ofW,MStarlding Sro !b upGA el prtf A and 531b apfdl at jant G. di Tim Standard bearing mndltlme. Revise mqulmd, 1. Wmfiaj Code _ and P20210. Wndar ANSTP: s ir? e RR5,Ml lonal with 0 #uml 1 d i dein l ad of 111ebrec N m yr6vent alnetl l?erai'M2cesnus[b 61 p11M n hf seal on mponer6 t>? d5al it u Mnd buiresp kgnar re ty e t1u66 COPlponerd shdvte. Tae saaaEiPoy antl use a this suss wmpm?-rd frn ar?y 71 The se on ?arimrg i0drinftal ales aweceplalCe dresporeibllity sidureely fx fa thne argrai7ar bulidclg K Te respons?EfGly of aatere a6lPtllwkd in ll1e btddat4 Cade relereneed wse des?r. slantlar5 gHSl/f I41 3 rhap:n 2. i A I.CAC C0.5E(S) Saadard V` " SP Y Z No. t - r3o?Tacts = . STATE OF {r o e ii will, OCT 19 2007 JeD Ter! Truss Typo DfY Pry McCemo1d9e1C11 - Mr',AZg9 yy! VALLEY 2 1 JW Reference 0 F4Oa 7.000 s h'mY 29 2007 saTek kxLSnea, kx. 191405:32 2001 Pape 1 Stock 6uadnp Suppry'. Fmndin IN 461 1 8-3-14 8-3-14 sm : 1.r=1 D4 N.T?A It C 7x1 M12D n B - 0012 K'1 T T1 I A 2x4 MT2' ha 011 L1 NT2D Ii 8-3-14 8-3-14 LOADING(psl) SPACING 2-0-0 CSI TC 0 28 DEFL In (loot) 9deft Lid Ved(W r1a - we 999 PLATES GRIP MT20 2441180 TCLL 20.0 TCOL 10.0 Plates Inc ruse 1.15 Lun7er Increase 1.15 . SC 0.14 Vert(TL) Ne - n/a 989 Na ! SCLL 0D Rep Stress Iris YES WE 0.06 a HW49L) 0.00 n WelpM: 37Po SCDL 80 Cade IRC20037TPI2002 (MaIrv) LUMBER BRACING TOP CHORD Structural wood sheath l daaODy appFetl or 6-0-0 trot purrs", exPel end radicals. TOP CHORD 2 X 4 SYP No.1 BOT CHORD Rigid Penang d'aec0y applied or 1300 oc bracing. SOT CHORD 2 X 4 SYP No.1 WEBS 2X 4 SYt ND.3 OTHERS 2X4 SYP No.3 REACTIONS (Vske) A-1601183-14, D-1413314. E-4M8.314 Max NDMA=131111 6) jd %UpgI(D-I4(LC 1), E=124(LC 6) Max Gra A=160(LO 1). D=4(LC 6). E=406(LC 1) FORCES (b)- Madmum CompreswordI axkn=Tereron TOP CHORD A-3=128!98, B-G 7 2. C-D=6'12 BOTCHORD A-E=N,D-E=m'0 VWrHS B-E--3371176 NOTES (6-7) 1) Wmo: ASCE 742: 90mpR h=25R: TCDL=6.0pst BCC! =322. Category It, Ely B; ar closed: MWFRS gable end zone azn C-C Exterior(2) zone: ca diever r diom M TTRS ( o rae N left snot rigid exposed ; Lumber DOL=1.60 ptate gap DDL=1.60. This; truss is designed for C-C for members znd forces, and 5x specified. 2) This truss hers been des" for a 10.0 pef bodan chord five load nenponaurrail with aid other l loads. 3) Gabia requires continuous bohan chard peering. 4) Provide meolhill 00rneclion (by others) of truss to bearing Plate capaMo of win oandI g 1416 up11: Mjoint D and 12416 uplift at WA E. 1IA and R80210.2 ano referenced slandard ANSYTPI 1. secfi h R502 d )d tad C . o e en 5) This truss is desgned in sccadence with the 2003 Wema8onal Res ent d the brace n an braced members buctde in the carne dbecOm. See SCSb1 I l movem atera 6) An ooldlmuous!alarm braces must be nstalned M prevent Budding Corn f Safely Idomretan arW bu'ill designer requkements. _s camponmt to any and use of this 7 Th ad an Mrs 9 n A y l e se ) t 2, cha USVTPI I standard o0hers as hqn the bWpl code referenced truss desig respoons'?btlMy d pamw r buncan7 Is the LOAD CASE(S) Sla:ulard D rQ y No. - = 60910419 - STATE OF ?: , `` ,,y 1 utH1(j1o OCT 19 2007 Job Truss Truss Type Ott' iPly MhCarturiEge}^1 MICG7299 V23 VAS 2 I 1 Jan Refareme o thra ] 000 s May 29200 MaTet Indusaies, l :. Fri 001914:05:32200] Page 1 Slack 9uWk SupPhl Fmn; IN 46131 10-1-11 11-2-3 10-1-11 1-0-8 4x4 M12D/i Sole =1'.31. w1rll C D 7.00 [Ti wMTIC it B r 4 T A -1d lol ' 4A tIT20// LM MT20II 2x4 MRDII w N-2c II 11.2-3 11-2-3 Plate Ofhets : 1-7.Edgp] LOADING(psq SPACING 2-0-0 - CS' DEFL in (loc) Well LM - as 999 d LL PLATES GRIP MT20 2441790 TCLL 20.0 Plates increase 1.15 15 l 1 7 iC 0.75 14 BC 0 ) r a Ved( Vert(TL) we - Na 999 ncmase . TCDL 10.0 Lumber SCLL OA Rep Stress Incr YES . WB 0.09 Kano TL) 0.00 _ r?a n/a (ryp?)1t: 55ID BCDL 6.0 Code RC20¢1'TPMW (Matrix) LUMBER BRACING TOP CHORD Sbuciual wool sheaMn9 daecdy applied or 6.0.0 ac pudins, except end veFsr-ols. TOP CHORD 2 X 4 SYP N0.1 and 2-" oe puff= (60.0 msx J: GD. SOT CHORD 2 X4 SYP No.1 SOT CHORD Rod ceiling doed4y applied or 6.0-0oc bracing. WEBS 2X4 SYP No.3 JOINTS 1 Brace M A* 0 OTHERS 2 X 4 SYP No.3 REACTIONS Xlsiie) A=16117 1-2-3,E=&11-2-3,G42BI1/-2-3,F=175H1-2.3 Mar Hon A=174(LC 6) Max Uprd1E==!_C 4). G=131 (1-G 6). F=34(LC 6) Max GmA=161(LI 1), G=426(LC 1), F=175(LC 1) FORCE (Ib)-Maximum COmpressrxuMsa:num Trns'ron TOP CHORD A-B=16WSa. B-C=87143, D-E=i7M, GD=21 BOT CHORD AG=316, F-G=315, E-F=1/1 WEBS B-G=330!157, GF=167181 NOTES (B-9) ' 1) W"nd. ASCE 7-02: LYlmph; 8-258; TCDL=6.Cpst,, BCDL?3.6psf; Ca egory 11; Exp B; enclosed: MARS gable and zone and GC Enerior(2) arse; cad0ever ti ons kfl and right exposed : Lander DOL=1.60 plate grip DOL=1.60. TFds Wss is designed for C-C for members and iwroes. and for MVJFRS for reac specified. 2) Provide adequate drainage to prevent vmbler ponMing. 3) T)ds buss has bean designed for a 10.0 pet boteom chord we road nxconamenl "M any clner live loads. 4) Gable req mm confinuous bogom chord beaing. 5) Provide coed ar4ral connection (by carers) of tnrss b bearing plate capable of v4tlatandng 23 no upM1 at jdM E,131 ID WO al joint G and 34 ro uptal of 7abnl F. 6) This bass is design ad in accordance vmh the 2003 Mtema'lonel Residential Code sections R502.11.1 and 8902.10.2 and referenced standard ANS?t P) 1. 7) Design assumes 4x2 (flat odenta cr1) pufmfs at oc spading imbuded, fastened to buss TC yd 2-1Od nalls. of 01e brace 1 an braced mambers buckle n the sane direction. See BCSI-1 t l teral a preven 8) All =bnax is lateral braces mal be ce aM 9erng ev requirenerds. Bu*diag COmpmer4 Safety sg 9) Tie seal on Ids drevAng Indicates acceptance of resPensibilty, sd*fo: the Vasa companenl shb vn. The su?, bM[y and use of itus buss componeni f« arty per8afer btddng is the responsiblilty of obv-•ns as indicated in U1e buadhq oxle referenced buss design standa l ANSU(PI 1 chapiz 2- LOAD Cast's) Standard ! G1STEq •.'tj ? ? I = 60910419 - •, STATE OF If '''"r??nu11111xY? CT 1 9 2007 O Job Tnsss Taus Type Ory Ply M mDM9elCtl MCGLZS9 y2<B G40L8 i Joo Rele2rxa Ggnal 7AW shlay 292007 N+-Fek lndnSnes, to, Fn Od 19'4:05:3329Q1 Paget StocJ:OWdrtq SuppN, F"lon IN 46131 10.1-11 11-10-0 10-1-11 1-8-5 Stale 129, 3s6 NT2 dG H I G F 7. as 12 E 7 wi DT 1 C a A U ENEMIE S = 3a4 Mtza4 11-10-0 11-10-0 Plata Oesels -8 LOADING (psi) SPAgNG 2A-0 CBl TC O C3 O:FL in (loc) Wall L/d V"LU n1a - Na 999 PLATES GRIP MT20 244"190 TCLL 20.0 TCDL 10 0 Plates trlvease 1.15 Wmberbwesse 1.15 1 . BC 002 V"n) Na - Na 599 N . BCLL D.0 ' Rep Stress Inc, NO W8 044 a Hoa(TU 0.00 K Na Weight 78 E1 BCOt 6.0 code IRC2003RP12002 (Matrix) - SPACING LUMBER TOP CHORD SWrfural wood sheagiing dbeClly applied W 6-00 M pudlns, except end vediC81% LUM CHORD 2 %4 $YP No,i TOP aid 240.0,= Purins (6.0-0 mm,.): Fi J. BOT CHORD 2 X 4 SYP No.i SOT CHORD Rigid calling daeray applied or 10-" x muin9. WEBS 2 X 4 SYP N0.3 OTi-IERS 2 X 4 SYP Nc.3 JOINTS 1 Rn+ce at J93): J REACTIONS (b1sbe) A=58H 7-100. K=39/f 1-100,L=93/71.100.M=99!71-1PO, N=96!71-10.0,0 11-1041, P=100.'11-10-0, Q-BIX1t-10-0, R=146'11 -t0-0 Max HOaA=174(LC 6) L=12ILC T), M=30(LC 6). N=30(LC 6), 0-29(LC 6), P=31(LC 5). Q-25(LC 6). R-,-414C 6) Max UprftK=12(LC 4) , Max GrevA=83(LC 6). K=41(LC 1f), L?3(LC t), IA=88(LC 1L N=96(LC i), 0=95(LC 1), P='IOJ(LC t), Q=80(LC t), R=t45(LC 7) FORCES (m)- Mmunum Cmpressimllimmum Tension TOPCHORD A-8--IM31,04C--148/15,G0=72=I, D-E=947i9, E.F=89119,F-G=3&19,G- -2215,J-K=3U15, H-?1)t, pJ-V1 BOTCHORD AR=11i.Q-R=11,P-0=f/1,0-P=1/1,N-0=t/f, M-hAt/1, L-lA=V1, K-L=1/1 Vras I-L=77133, GM=62)40, F-N=80(40, E-0=8939.0.P=82197, G?-7V35, 0-8=11151 NOTES (12-13) 1) Vnbataleed roof fne loads have been considered for this dasgn. UlCe nor(2) zone and tIMSOVer *R f ? ? de 1 or reac nlelnbvs and faces, and fa MV desipned for CC (or .60. Tl rs truss is ? ngiq exposed: Llnnber DD.60 plate gip DOL= specified- 3) T. desf9ned for wind loads M the plane of the truss only. For studs exposed to word (nonnnt to 01e sae 8051 1 and buaAng dasgne: remirements. 41 Provide adequate drainage In prevent water pontlelg. 5) This buss has been designed for a 10.0 pct bottom chord Iive load nonconamard v!A any otner live loads. 6) All pates are 2x4 MT20 unless otl erwise incRm ed. 7) Gable requires con imous bottom chord beaing. 6) Gable studs spaced of 1+11 oc. , ot! sa of truss to bearing plate capable of w4wslandi g 1216 upfdt al joint K 12 to upti0 all jobe L, 30 C WOO. st join M. 30 ecnarikal connection (b vd 9 P y e m ) ro Ib upri t al jolt N, 29 D upfd+at joint 0, 31 M upOl MIN V P. 25 lb uplill M joint 0 and 44 Is upEO at )oW R. ordance wiN die 2003 International Resldenbal Code sections R50111.1 and R602.10.2 and referenced standard AHSVTPI 1. d i i n acc gne 10) TNs buss is des es 4X2 (fiat orarrurtim) Ferns of oc spacing indicated, laslened to truss TC M 2-10d nab. 11111 U 1 rI1 rJ i 1 I gn assum 11) Des 1J?2j 12) AN confirm" leand braces rust be raddeined to prevent lateral movemeat of the brace d al Maud members buckle in the sane dlnsdm. See BCS1-1 1x1 H '- ?55 `' lJy fjf s i Building Conpmerd Safely Mfom?-9on and budding designer requir m. rds. indicates aoceplence of responstUrAy solely for the trust component mow The st tabiNy and use d1Ns tnrss compsnard for my . Q -?sJJ this drams n l STER . v -• 1 g On 13) The sea G\ . 9 1 par9a<ar MU&g Is line responsibilly of others as fnd.naded in the bulduy coda referenced buss design standard ANSVTPI 1 chapfa 2. No. t Loan casE(s) sto+iartl ? - 60910419 ! _ qy?, STATE OF f` ' IV D P, 1 `yJJO it1Np1 OCT V9 2007 Job Tmss Trvss T7pe Oy HY M[lCambrg9.vX MICGL299 1259 GABLE t 1 Jo0 Reference o 7.000 a M.aY 292007 Ni...I,ausv®s, Fri 0:19 14:05:U 2007 Faye 1 vtx Stmt 7 Sl¢py, Fenml N 46131 9-6-0 9-6-0 G 53¢ a 11] E 7.00 ice 0 wl T C ST4 5 9 S STl A A - u al Er Li 5-60 9.6-0 LOADING(psf) SPACING 200 CSI 04 TC 0 OEFL In 00c) We Ud Vert(LL) rva - V. 399 PLATES GRIP Um 2441190 TCLL 20.0 Plams increase 1,15 0 I L", wIncrease 1.15 TCDL 10 . BC 0.03 Vwt(TL) Na - We 999 . SCLL 0.0 Rep Sbess nm NO WB 0.03 H=(TL) 0.00 H We Nor Weight 571b BCDL 5.0 Code gRC20Mn P12D02 (Mw16c) LUMBER BRACING TOP CHORD Sbuctumi wood sheathing dseclly BVYfd 0r 600 cd pu bm- except and ver""aLs. TOP CHORD 2 X 4 SYP No.1 SOT CHORD 2 X 4 SYP Ne.t BOT CHORD Rigid ceiling dreUFy aPPled oc 10"oc bmcing, WEBS 2X4 SYP Hc.3 OTHERS 2 X 4 SYP NO-3 REACTIONS (Ihlsiu) A=69ISG-0, H=38x9-fi-0, kS<196A. J=9798-0, K=tO1Ft60. L=7D"1-6-0. M=167/380 Max HomA=159(LC 6) IAax UpERH=14(LC 6),1=25(LC 6). J-31(LC 6), KA 31(LC 6), L=22(LC E), m- 51(LC 6) Mae GmvA=71(LC 6), H=3WLC 1). ?94(LC 1), J=97(LC A, K=101(LC 1). L=70(LC 1), M=167(LC 1) FORCES (ld) - Maximum Corrryression/Mwd u Temlon TOP CHORD A-9=170(36, 9-C=126113, C-D=10121, D-E=72Ptg, E-F IY19, F-G=21715, G.H=3117 BOTCHORD hA/=1f1,L-M=1/7, K-L=11, J-K=1M, U=Vt, H-l=171 FM=12681 C L=6F34 6K--83M2 81!41 F4=79/39 J- E , , , . - - WEBS NOTES (9-10) 1) VVwd: ASCE 7-07 90mph: tF2511: TCDL=6.0pst,, SCDL=3.6p f, Category II; EV 6; endoswi: NAWRS gable end roe and C-C Exlenor(2) mane: cantilever left and rigid eposed ; Lumber DOL=160 plate grip DOL=1,60. This trss is designed for GC for members xnd farces, end for WA"S for reams spedietl. 2) Trtas designed tar wnd beds n tM planed the truss only. For studs exposed to nintl (n0rtnd lc the face), sx BGSI t ad buiNng designer r¢QubemeMS. ',. 3) This Mrvss has been designed 1m a 10A psi bctzm d rd eve bad wnct urrem wild any other Sue bads. 4) A8 plaes are 254 MT20 umess othermse Indicated. 5) Gable red ubes cmtiraws bottom cnord bearing, 6) Gable studs spaced M 1.4.0 ac. w besting ? fable of wnstan Irv 14 b upM at )stt H, 25 lb upT,, w joint t, 31 lb uplift at JaW J, 31 Ile others) of 7) Provide p at oi ( nic a L and 5s u b up<A at t n Prod shim K 2003 ntema6mlN Residen bal Code sections R502.11.1 and RM02.10.2 and referenced standard AN%11Pl 1. d it th ' ance w h e W buss is designed in accor 8) 9) Al l continuous lateral braces mad be restrained b prevent lateral movenmrM1 cd bra brace If all braced mantes buckle in the sate cliraction. See BCSI.1 Bulltlng COmpmerd Sal*nbmnation and bulldng designer napininents. sv t111111HE?/// /// nt A' // 10) The seal m this drawing narztes acceptanceof resPms311tty solwy fe the nrsa camponerd shal•.s The antabPiy end use of this truss lxanllo foram erondaN P13SVfPl i chaple 2 i ss N L d ' ? d f `a gn buss es . ?? ererce padicufa buR9?+g is the respmsbG4Y of others n iMkaled in the bu6tltng crde e S LOAD CASE(S) Standard No. t . = 60910419 i STATEOF !IVO PJ P j i $/0NA N?NN - \ OCT19M doh Tress russ Type Oty, Fly MICCUMS V3 VALLEY 1 1 JoD Relarmrca o Stock B n SW*, Frarman IN 46131 1,000 s May 29 200] lATek LTd.'Sr es, Inc Fn OU 1914?W: 2007 Page 1 t 4t-13 T-D-S 4-1-13 2-10-6 Sole: 1^.9. lx4 M12e= a -2 T2 X wl 2x4 M r]d II c h El 2s4 MT2o1 h1 MT20II W Mnb It 7-45 7-0-5 LOADING (ps0 SPACING 2-0-0 Om DEFL III floe) Yde4 Ud PLATES GRIP TCLL 2D.0 Pbatet irraeese 1,15 TC 0.17 Vul(LL) nia - nfa 999 MT20 244/190 TCDL t0.p Lumber trxxazse 1.15 SC 007 Ven(n) na - Na 9% T SCLL 0D, Rep Stress Ina YES WB 0.04 Hcrz(TL) 0.00 ads rife Weighb29m BCDL 5,0 Code IRC20D3WTPI2002 (1031,U) LUMBER BRACING TOP CHORD 2 X 4 SW No.1 TOP CHORD StrudurA wood sheathing d'vedy applied Or 7?5 oc puflns, c cepl andve-trals. i rectly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP NoA BOT CHORD III* ®Tmg d W-es 2X4 SYP hb.3 REACIIDNS ghtsize) A=13017.0.5.D=927-05,E=2"75 Msc HorzM-M(LC 5) Max LMftK=36(LC 7), D?9(LC 7). E=1(LC 5) FORCES (tb)-Lm.md=m CompresdaNMadn Ter ,sion TOP CHORE) A-R= NUS, B-02757. C-D=-8261) BOTCHORD A-E=00.0.EWN WEBS B-E=194fif1 NOTES (7.6) 1) Unbalanced roof live loads have been considered for Cgs design. 2) Mnd: ASCE 7-02; 9Dmph: h-25I; TCDL=6.W; BCDL=3.W,, Category 11; ExP G enclosed; MWFRS grilles end zme and C-C Exteror(2) zone: cantilever left and right exposed : Lumber DOL=1 90 plate grip DOL=1,60. Ties buss is designed for GC for members and forces, and for MWFRS for macaonz specified. . . 3) This "n has been desi7red for a 10.0 psf bottom chord five bad nancorxxr:rehl wdh any other lire bads. 4) Provide mechanical cvnncrGal (by oClers) of buss to bearing plde capable of withstanding m lb uplift at)oint P- 49 to uplift d )old D and i It, upift at joint E. 5) Non Standard bearing cwdigm. Renew rmubed. 6) This truss is designed in accordance will, t1e 20031dandiond Res hiss" Code sections R502.11.1 and R602.10.2 and referenced standard ANSVTPI 1. 7) AS cantlwous Metal braces must be restrained to prevent tables movement of the brace t a4 braced members boodle in the same dmc4m. See BCSI-1 BuEdig Compmerd Seely bdamati®I and budding designer requirements. 9) The said on Cgs d.-ming Indicates acceptance of resporsibTUry so* for the buss omrPorlmt shown. The sLUabillly and use of the truss coarp mend for arty paRmilar bulldmg Is the raspmslbgM of others as vt6ated in the bugdvrg code ralermrad buss design standard ANSIRPI I chapter 2 LOADCASE(S) Stallard ``y?,1t t I I??,N777 yrr ,`` OS?y ?y Q G\S Eq O?j Q 'Ir '. - `' - No. _ 60950419 ' c _ r = STATE OF ; 7NDIA?P' ? 11111110 C?-??' OCT 19 2007 Jab Tnhss Type Qtl PM wCalm-c%l 1YCGtZ9 T 17 VALLEY 1 1 Job Refeance SbvJC 8h.'ieshg Soppy, Frz:tlNn 0.4613'1 ].000 s MaY ? 200] MTek btC,rsbles, felt. Fri Oc 191d:0536 2001 Pao 1 5-6-9 8-5-1 5-6-9 2-10-6 sa. 1s4. dz< N7M= 8 to Ito t2 2x4 MT ZD II WI T w? A R4 Nrpl? 2<4 M12G If 2x4 lfi M II 8-5-1 6-5.1 LOADING(psfJ SPACING 2-0.0 CSI DEFL in (1a) Udell Ud PLATES GRIP 7LY1 Z0.6 Plates I.5d, 1.15 TC 0,32 Ven(LL) ma - Na 999 MT20 244/790 TCOL 10.0 Lamberhlaease 1.15 BC 0.12 Vert(n) Ate - rda 9°9 BCLL M Rep Stress bxr YES WB D.08 Horn(iL) 0.00 We Na BCDL 6.0 Cade IRC2003RP12002 (Malnx) Weight 37 lb LOIABER BRACING TOP CHORD 2 X 4 SYP NDA TOP CHORD Stmcson J wood sheathing directly aDpiled or 65.7 oc WAHns. except and murals. DOT CHORD 2 X 4 SYP No.t SOT CHORD Rigid v.fling dzecdy apple dl ar IC-M oc Narag. WEBS 2 X 4 SYP No.3 REACTIONS Qbhi2e) A-1791661, D-B7l85.1, E=300.1&61 Mu H=A=94(LC S) Ma[ LlpsN+=29(LC 7). D=52(LC 7). Ez17(LC 6) FORCES Qb)- Mmdowm Compressm,74mnmum Tension TOP CHORD A-B=-81/84. B-C=-42/56, C-D-3V56 BOT CHORD A-E=(aC, D-E---M WEBS S-E=236156 NOTES (7-8) 1) (1lhbalanrad nmf five bads have beet considered for Uds design. 2) VVuW: ASCE 7-02; 90rnph; h=258; TCDL=5.0pst, BCD! -3.6pst, Cstem 0; Exi, B; enclosed; MINERS -gable and zone and C-C ExienDr(2) zone; cardilever Ian and right exposed : Lumber DOL=1.60 plate Sip DDL=1.60. This Inns is designed for C-C br members and forces, and for MWFRS for readlons spec.ed. 3) This =&a has been designed for a 10.0 psi bottom dtotd fl a bad roncetdurted wt?h any other We loads. 4) Provide Mechanical c c8an (Dy 0OWS) Of buss to bearing place capable of uilhstaWng 20Ib upGA al joint A. 521n upl q at iced D and 17 m upgA at joie E. 5) Mon Sferd ut beaivtg condlxx,. Review regaled. 67 This buss is cesigned In accordance vAth the 2D'A lnteme0ond Residential Code sections, R502.11.1 eld 8802.10.2 and referenced slandard ANSIITPI t. 7) All CaTBnuws lateral Orates must be restrained to Prevem latend mwemesht of the brace tai brace] rn m Wilde in the same Qrecfion, see SCSI-1 Buildsrg Component Safety Information and bugastg despner rapuvematts. 8) The seal on tics drawing xvicates acceptance of responsb ility scery for the Voss compurent shown. The suifablUty and use d Uric buss cempone t for any pafBWar buckling is She responsibLry a Wexa as Indicated In the bu3dleg code referenced buss design stabled ANSVTPI 1 chapter 2. LOAD CASE(S) Standard /1111111 Nit//, ! 1 St. Eg G 'tl F iQ? F?t ti OGj 1 ? No. - 60910459 c i 11 STATE OF . , NPF \ y ' NDIA ?? 1` „l(1t, r OCT 19 100%