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/Li S�ac15 ".CCa«! R I U3fc• SWG ?7,y /K .. •• •• • • . •• • • • • • • • • • • • • • • •• •• • • • . _ ••• • • • • •• • • • • • . •• • • • • • • •• • • • 1 •• •••• • .•• JPEI (E D 40'-0' • . • • • • • •• • ! ( 300' I 10'-0... � � � • . Gp•i•Sea615 GARAGE LEFT CITY OF TIGARD ,a's• ... • • • = U_Dibl( •DIVISION • • • R • • ---/iliVE D2 (3) - Ak , ,_ 4;12 D3 (5) \ :_5" /IL\ 7 [ pi y 1\t :12 _SJ1 MIL SJ2 — SJ3 I■■`, AN SJ3 l MUS26IM■■i, ARM D5 (6) BH II (o 1P�_N ` :203____._- - _, ..._ —-____------- -- , 82 (2) �' J1 20'.1/7 - J2 --- -- 812 ..Q M J3 1 _ 81 (5) b, J3 -._ C . SPJ1 8:12 • :1:12 p _ ihh, CY 8:12 Y SPJ1 CH2 . 0. , ,ez 4:, Nghl d., ■ r8:12 •,_ 1111111111.1111 Il . . 4 CV . / LL / iLL i Iii' : _ 19'-6• j 8'-0' I 12'-6• ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS LENNAR HOMES 07/01/13 PLACEMENT ULATiONSEANTDo ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS NER/EN NEER OFFURTHER Fl...___L__I ' � ber LENNAR-311IMULBERRY E LESr .. INFORMATION.BUILDING DESONSIBLEF RAL N RECORD RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY. JP REVISION-2: TO TRUSS CONNECTIONS.BUILDING 2701 / MULBERRY ErN&USH DESIGNER/ENGINEER EEROFRECORDTOTRUSS COMPANY DELIVERY LOCATION: SCALE REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. _ 3/32"=1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. MI 4 •• • 1 • • •• •• I• •. - . . w,7 t. > A • • • • • • • • • • • •• •• • • • • • • •• • • ••• _ • • • • • • • • • • •• • • • • • • • ••• • • Y • • �,y/�. jt� • •• • • • • . • •• 40-0 1 • • • • • • • • • T1 • • ••• • • • ••• GARAGE RIGHT at 14'•6' L •T . •• • • • • ••• • Nill //://::/e 4-12 ——_ _7? / t4/ BRI `f'.Y. !� a 9 9 N \ SI I SJ hli. E32 SJ Ilk ARI S,3 ilk All Ilr [�h2 D5(8) t? ARI 2? cc .2 (2) „ cc r , I 2 20' ICP 11 1 ig �� , 8 12 •, J2 ' (� VANN /a..s AJ4 _ "' J3m Ilil1 • 8: a ,,A ', SPJ1 IMMIIIMIM •h SPJi 8.12 , 1 6:15 4111 :1 09 _____I i . 21 :t2 v. E . .J� t)cak E. I 12 6' 8'•0' -b' 18'x' 40 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS LENNAR HOMES 07/05/13 PLACEMER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL O PROJECT LNNALE: REVISION-1: DRAWINGS FOR ALLBUILDING HER hell§ U���� LENNAR2S71-E MULBERRY R (.µ1".- INFGRMATIGN.BUILDING DESONSIBLEFOR RAL NON-TRUSSORECORD PLAN: DRAWN BY:JP REVISION-2: RESPONSIBLEFREERD TO TRUSS CONNECTIONS.BUILDING 2701 / MULBERRY EiNGLISH DESIGNER/ENGINEER OF RECORD TO St TRUSS REVIEW AND APPROVE OF ALL COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 3/32"=1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. •• • • • • •• •'• ••• •• •• • • •• • • • • • •• • • • • • • 000 • • • • • • • • • • . • • • • • • •• • ••• • • • • • • • • • • • •• •• • • • • • • • • • •• •• •• •• • • • • • • • • • • ••• • C©mp&IT1 us. inc. • • .• •• Custom Software Engineering Manufactutg • • ••• •. • • • • • • • • WARNINGS: 1. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 2. 2x4 compression web bracing must be installed where shown+. 3. All lateral force resisting elements such as temporary and permanent stability bracing must be designed by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 4. No load should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any component. 5. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 6. This design is furnished subject to the limitations set forth by TPI/WTCA in BCSI, copies of which will be furnished upon request. GENERAL NOTES,unless otherwise noted: 1. This truss design is adequate for the design parameters shown. Review and approval is the responsibility of the building designer, not the truss designer or truss engineer. 2. Design assumes the top and bottom chords to be laterally braced at 2'and 10'o.c respectively unless braced throughout their length by continuous sheathing such as plywood sheathing (TC)and/or drywall(BC). 3. 2x Impact bridging or lateral bracing required where shown++. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition"of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate see ESR-2529 (CompuTrus) and/or ESR- 1311, ESR-1988(MiTek). �O PROFF C q h •<(..v• 5 \.GtNE ss�0 WAS /M'a,c1--• t� 0 OREGON)c^a J ha, f� 17778 R. CP�4 ; SIONAL ` EXPIRES 12/31/13 [EXPIRES 6/10/13 r • • • • • • •• •• • AI'', • • • • • • • • • • • • • • • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • •• ••• ••• p • • • • IIIlIII1Itlq IIII This design prepared from computer input by 1 JP LUMBER SPECIFICATIONS TRUSS SPAN 15'- 9.0' IOC 2009 0AX REDDER FORCES 4101/00F/Cq=1.00 TC: 284 DF 016BTR; LOAD DURATION INCREASE=1.15 1.2=1 -61) 94 2.5=(-190)567 5-3=(0)369 204 OF 2400F TI SPACED 24.0'O.C. 2.3=(-838) 363 5-4-(-190)567 BC: 204 OF 416818 WEBS: 2x4 OF STAND LOADING 3.4=(-843) 355 LL(25.0)001( 7.0)ON TOP CHORD= 32.0 PSF IC LATERAL SUPPORT,.(2'0C.UON. DL ON BOTT00 CHORD= 10.0 PSF BEARING UAX VERT 1100 6092 BRG REQUIRED ORO AREA BC LATERAL SUPPORT..12'0C.DON. TOTAL L0A0= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE MIN. (SPECIES) 0'- 0.0' -130/ 934V -139/ 138H 5.50' 1.49 OF(625) • OVERHANGS: 18.0' 0.0' LL=25 PSF Ground Snow(Pg) 15'. 9.0' -88/ 7500 -138/ 1380 5,50' 1.20 DF(625) Connector plate prefix designators: 807708 CHORD CHECKED FOR A 20 PSF LIDITED STORAGE C,CD,C18,C1118(or no prefix) =Cooputrus, Inc LIVE LOAD AT LOCATION(S)SPECIFIED BY IAC 2009. 1.0192i_21_1411011 checked for net)-5 pal) ooloft at 24'oc seacine I 0,D20H3,018H5,U16=BoTek NT series THE BOTTOU CHORD DEAD LOAD IS A URIIUUU OF 10 PSF. TL=L//80 0100 VERTICAL FL -1.011'817-: -L=L 8' I 0,TL-11180 DAX LL DEFL= -0.011'@ -I'- 6.0' '.. •'For hanger specs. See approved plans Allowed= 0.150' BAX TL DEFL=-0.013'@ -1'- 6.0' Allowed= 0.200' • UAX IC PANEL LL DEFL= -0.243'0 4'. 2.9' Allowed= 0.596' UAX TC PANEL IL DEFL= 0.246. 0 4'. 2.6' Allowed= 0.895' UAX DORI2.LL DEFL= 0.007'd 15'- 3.5' • 100 HORIZ.IL DEFL= D,011'@ 15'- 3.5' det-___ 8-00 7-09 This truss.1' deforeatlondfar long oes not iterm 1eodnclude ingi(creeme p)ninn the • 12 12 total load deflection. The building designer 8,00 p IH-6X4 Q 800 shall verify that this paraoeter fits with the • intended use of this com4.0' ponent, • 3 Design conformss tovie gain dicladdingresisting f_! system and components and cladding criteria. ' Wind: 110 mph,h=25ft,TOOL=4.2,BCDL=6.0,ASCE 7.05, Enclosed,Cat,2,Exp.B, BURS, Interior sone, load duration factor=1,6, Trues designed for wind loads in the plane of the truss only, tOPROF,-/ 41" r �o 0.60 e4)4G1NE•F sly 0 5 4'• Cr 1 , 11-2.504 U-1.504 U-4x6 1 , • ,OR0•N�, )- , O GAY 19ti5 8-00 7-09 ..1,- 26. �--. �A.JOt: 1-06 15-09 WEDGE REQUIRE°AT HEEL(S). /L/13 EXPIRES 6!30115 JOB NAME: LENNAR- 2701 MULBERRY E Al ��p•3otl�y1 . Scale: 0.3468 WARNINGS: GENERAL NOTES,unless,Nemaa rend: SA Ar O`'. 1.Soadoand Reston contractor should be advised el all Genoa:Noes 1.This design k based only upon mepanmm�n sMcn and H lot en Individual • 700 ,).O�„ Truss: Al and Khminys ar«e construction m,mences. SnENg component_AnntaAn4y of designpa,amens=end prow. A,d a.vaO,,,,temporary w.b bracing must be 4,bony Wo=re.Mone. Naorp,neen aisamyon•nt s the responsdiy of the eueQne designer. 'o, -r '- x S.Aaeovinmpwary bacbgn insure atabMyA«N9exnWu«ion 2 D•sipn assumes the ten and hemeen chords n be bteranr braced. DES. BY: AU 1s the reswnskneyef0e erecto.AGdfien.pemene,A b,.dg a r..cans showllCN.3aaeh«assayAg(TCiaS,dm=o-nrmsy -s/ eonenuoussMemfnws rA bracing .dee ah•,mvip(TC)ar,N«dry„-,ttee). DATE: 7/2/2013 Nae..rcom.a«eis responsAly of after al 3 2.eImpaaeridgn,a«Nnra,braceynauredwnanshon„e. ' # 4.No Redshould b.'e-ed n any component soba after al bratip and 4.Insta4Ece elms hthe c'astensa:ya e,a nepenthe conha,nr. •N 24203 SED.: 5579797 fasten•rsamce poleandatm.tamoMuldanyloadsgreaterSun S.Desgnsawna31nm"A todr used in=mnc«rasioenhanment. 4. ys203 design bads be opted n any component. end an for-dry condan orm TRANS ID: 372404 S.Companrshasne cannel over and assumes nore,won.,S the S.aswj", snxaaNyata'supwdesh.nn.SNm«..edge. O ftISTER� fabrication.k.coMnang,slOpment andinstagaan a components. 7.D•wyn assumes aweteaanege 1. nued. T -: e.TA dengn is famished subject to theob.,ssetFurth,p,by e.PNnssmx a nand en both faces of boss.ane',tsnese cone.enter ' `S/ONAL'ex 111111111111111111111111111111111111 TRWI'CA N BC51,maps;am....furnished upon request Gn,co:,nne n0.pro ceder Fch... �//a,''y...'. - ` MTek USF,IncJC Trus Software 7.6.4-SP5(IL}E 180.Ugh w, nago bar plate, Inches. c,s,,,ee ESR-1311,E5R-1938(link) 7/t1( / r �I, N. • •• • •• • • • • •• ••S ••• •• ••• • • •• • • • • • •• • • • • • •• • • ••• •• •• • •• •• •• • • •• •••• • • • • •• • • •• •• •• •• •• - • • • • ••• •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• ••• •• • • • • • • I11110IIIII This design prepared from computer input by N JP LUU8ER SPECIFICATIONS 16.00.00 HIP SETBACK 8-00-00 FROU END WALL IBC 2009 UAX VEINIER FORCES 48RI0OF/Cq=1.00 TC: 204 DF 81741TR LOAD DURATION INCREASE=1.15(Non-Rep) 1-2=( -61) 94 2.7=(-276) 1592 3.7=(•192) 160 BC: 204 DF 2400F 2-31-2063) 377 7.61-289) 1596 7-4=( 0) 645 MEM 204 DF STAND LOADING 3.4=(-1884) 306 7-5=1-151) 207 LL=25 PSF Ground Snow(Pg) 4-5=1-1885) 308 IC LATERAL SUPPORT c=12'0C.U011. IC UOIF LL) 50.0)001( 14.0)= 64.0 PLF O'. 0.0'TO 8'. 0.0'V 5-6=(-2065)384 BC LATERAL SUPPORT x=12'OC,U011. TO UIIIF LL) 50.0)101( 14.0)= 64.0 PIF 8'- 0.0'TO 16'• 0.0'V BC UIIIF II) 0.0)001( 50.0). 50.0 PLF 0'- 0.0'TO 16'- 0.0'V OVERHANGS: 18.0' 0.0' BEARING MAX VERT VAX 9092 ERG REQUIRED 605 AREA TC COAG LL( 466.7)001) 130.7). 597.3 LOS @ 8'- 0.0' LOCATIONS REACTIONS REACTIONS SIZE min. (SPECIES) Connector plate prefix designators: IC COAG LL) 466.7)021( 130.7)= 597.3 LBS @ 8'- 0.0' 0'- 0.0' -208/ 1695V -138f 136H 5.50' 2.53 OF(670) C,CII,C18,C1118 (or no prefix)=CompuTrus, Inc 16'- 0,0' -166/ 1508V •138/ 138H 5.50' 2.25 DF(670) V,U20HS,U18HS,B16=Wok UT series 1101100 STORAGE DOES NOT APPLY DUE TO THE SPATIAL REOUI9EUEIITS OF IBC 2009 AND IRC 2009 NOT BEING UET. -_ei----- ''Far hanger specs. -See approved plans COND.2: Design checked for ar net1-5 Pall uplift at 24'oc&oscine.] BOTTOU CHORD CHECKED FOR IOPSF LIVE LOAD. TOP VERTICAL DEFLECTION LIUITS: LL=L1240, 11=1/180 ADO 80TTOS CHORD LIVE LOADS ACT NON-CONCURRENTLY. SAX LL DEFL=-0,011'@ -1'- 6.0' Allowed= 0.150' UAX TL DEFL=-0.013'0 -1'- 6.0' Allowed= 0.200' UAX LL DEFL=-0.035'0 8'. 0.0' Allowed= 0.754' UAX Tl DEFL=-0.060'0 8'- 0.0' Allowed= 1.006' 8-00 8-00 "_"..",_ -- -.- .1 ---- - 1' UAX HORIZ.LL DEFL= 0.017' @ 15'- 6.5' 4-01-09 3-10-07 3.10.07 4-01-09 UAX HORIZ.TL OEPL= 0.027' 0 15'- 6.5' T f 597.300 .1' q This truss does not include any tine dependent 597.90N 12 deformation for long term loading(creep) in the 8.00 Q 0.00 total load deflection. The building designer 4 g• shall verify that this parameter fits with the 4 0. LI-4x6 intended use of this component. 1„„,i% Design conforms to uln windforce-resisting system and components and cladding criteria. Wind: 110 mph, h.251t, TCOL=4,2,11COl=6.0,ASCE 7.05, Enclosed,Cat.2 Exp.B, LIKERS, interior Tone,load duration factor=1.6, 11-1.684 =•I.5X4 • 11-1.5X4 inuss thedplaneeofior thewind trussoads only. r.o / o cr' ,r1GiNfiF., /U, ,Qr Ire ,,,,A f 8 L 7 6'• O. 12C. I ';- L1-3x6 U-388 -U-4o4 �f 1 OR BN, l 1 1 O V'0•26.',' 6' 8.00 8-00 9G�0 N`As 1 /._ 1 A.JON 7/1113 1-06 16-00 EXPIRrEaS 6/30115 JOB NAME: LENNAR- 2701 MULBERRY E - A2 Scale: 0.3403 ,1�V Pv7ONNBJI' , YIANNIIIOS: GENERAL MOTES,unlessad•mlee noted; o. O 1.Baderand erecdon n0ractof shoudbe adrnad of al General Notes I.TMs design Is based only upon the parameters shorn end b for an individual ; '�ist �' Truss' A2 end Wsnnysbefore conwuclwnnmmenna bu'dog componentAPpE bxyofdest'pa/ann.'sand pwpm O a.2x4 compassion web bran must ba nmrad,.enra shorn.. nnryer•5analcompenam Is the n•p•Inary,oruw....9 d•ahnar r0 r Z 3.AddManal tamper,biasing b Maws etenLty dating construction 2"D.''' ""n"'"end bonemch.rd bb bteraeydacada DES. BY: EU N v., an of Adddbnal abrac 1 7oe.•nd at 10.cc.nape.*us'0ss band tlwughout Mar Nnah by . pans ye pemu,w ewe continuous sh••nnp• hasane,SS theamuge7Cl and/or dryerei(Eq r, DATE: 7/2/2013 00 overall structure islh•mspomDay ofth•broking clang.,, 0.2x Impact bridging r NNW bracing required where slwvm 4 e , ,1 fh--},tf:< 4 No lout she.be append te any nmponenlvnw anew n bracing and 4.Installation of truss b the responstely of Ins rasp.dt.e contractor. • SEQ.: 5579798 batenersare cement.and atnoanashaukl any loads gmatt,than 5.D.ngn.savnmaWuesuubb•.ad M••oncemsire.nriwnm•et, 24243 TRANS ID: 372404 design bads be appaedIe an component d era for.dry wndtian'of use. ',..$ // S.ComyuTmshsmnnnelaverad•swmsnenspomwybr aua eM°p^a:e smsbearingm assupports sbamsamenwep•s O 44t 5. afurnish.u .awsednb,. '. ttsse'blcso°din.aa • o L t; aml desk, b t u �nstnodysRahsleonbo, :ofInoo,,ndpbcedsome.cantr TRAM CA coal. M14fofamished l 711l1,IIIIIII11N IIIIIIIIIIII1IIIIIII'I 9 , dent.'nee,pinena=hes. Wok I .btnf Tvro7.m. (IL)-E 10.rouIs,ok con.def gala donna values sea E811.1311,Ebe-1090 pAiTe1) r. •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • ••• • • • • • • • • • •• • • • • • • ••• • • • • • • •• • • • • • • •• •• • • • • • • • • • • • I • • • • • • • • • • • • ••• • • • ••• •• •• • • ••• ••• • • • • • • •• ••• ••• • • • • • • ••• • IRISThis design prepared from computer input by 1111 A@ JP LUUBER SPECIFICATIONS TRUSS SPAN 16'- 0.0' IRC 2009 VAX BEUBER FORCES 4MR/GDF/Cq=1.00 TO: 2x4 OF 2400E LOAD DURATION INCREASE a 1.15 1-2=).61) 94 2-6.(-180)583 6-340) 375 BC: 2x4 OF 818819 SPACED 24.0'0.C. 2-3-(-858) 350 6-4.(-180) 583 WEBS:204 DF STAND 3-4=(•858) 350 LOADING 4-5-).61) 04 TC LATERAL SUPPORT c'12'0G.NON. LL(25.0)001( 7.0) ON TOP CHORD- 32.0 PSF BC LATERAL SUPPORT 4.12'0C, NON. DL 011 BOTTOU CHORD= 10.0 PST TOTAL LOAD- 42.0 PSF 00411110 VAX VERT VAX HORZ 860 REQUIRED BRI AREA OVERHAIIGS: 18.0' 18.0' LOCATIONS REACTIONS REACTIONS S12E 60.18. (SPECIES) Ll-25 PSF Ground Snoa•(Pg) 0'. 0.0' -128/ 931V -138/ 138H 5.50' 1.49 OF(625) Connector plate prefix designators: 16'. 0.0' -128) 9310 .1381 0380 5.50' 1.49 OF(6251 0,00,018,0018(or no prefix) .CoopuTrus, Inc BOTTOU CHORD CHECKED FOR A 20 PSF 1191105 STORAGE U,V20HS,VIBHS,V16-Van UT aeries LIVE LOAD AT LOCATION(S)SPECIFIED BY IPC 2009. --� THE 80TTOU CHORD DEAD L (C0110 .2:V881Vn checked foro nR AD IS A MGM OF l0 PSF. nott-5 Dstl uplift at 24'Oa aoasl0g, VERTICAL DEFLECTION LIUITS:11.17240, TL•L/180 SAX LL DEFL• -0.011'@ -I'- 6.0' Allowed. 0.150' VA%TL DEFL• .0.013'@ -1'. 8.0' Allowed. 0.200' VAX LL DEFL.-0.011'@ 17'- 6.0' Allowed. 0.150' VAX TL DEFL.-0.013'0 17'- 6.0' Allowed. 0.200' ' VAX 7C PAM ll NFL z -0.213•d II'. 9.1' Allowed- 0.596' VAX TC PANEL TL DEFL z 0,246'@ 4'. 2.6' Allowed. 0.895' 8-008.00 f VAX NORM OEFL a 0.007'd 15'- 6.5' f VAX HOR10.TL DEFL- 0.011'@ 15'- 6.5' 12 lip-4X4 12 This truaa does not Include any time dependent 8.00 7 Q 8.00 deforwation for long term loading(creep) in the 4.0' total load deflection. The building designer 2�--s shall verify that this parameter tate with the Intended use of this component. Design cgnforms to main wintlforce-res 33ting 01°11.11°11"1/1111111111111 system and components and cladding criteria. Wind: 110 mph,h=2511,TCOL*4.2,80L•6.0,ASCE 7-05, Enclosed,Cat.2 Exp.B, V8FR3, interior sone, load duration factor1.6, Truss designed for wind load. in the plane o1 the truss only. .,(".00 PR_ est c 4? act '‘1.1.0,44..... 1� 0-2.5x4 0.1.554 0-2.5x4 B 1,OR etN�A, y 1. - 1- ,O G�•26,'`- r,( 8-00 6'00 1.G��A-JOHa� y ,. 1--_) 7/z/f 1-06 16-00 1-06 EXPIR AES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E A3 Scale: 0.3420 , P'W O�" 1{\ WAR7ONGS: GENERAL NOTES.unkssoeal,se noted- �' a� A �/-.. 1.budder and...Won contract..mold be ad.ned of al General Noes 1 T.des.n nbasea ony uponuaparamobra Wean.M Nb.antANu4a .1 ) thl ..2 ,Y,. Truss: A3 and Warnings Wore conwuedon carman.. enu�Tdeg compo'n prcaba of desqpermute.e°nd pryer I. 2.2wrnmpe,sbn cab theca.must u.Installed alta abeam., moraene ...milady gner. D.Add,Eerul le badngb bavrc sbb'y dub.eonatrufbn 2.Design assumes the by and bottom chords to be totem%baead at temporary lea and at 10oc respectiveG...Ix cod throughout Naw tenglh by • DES. BY: !.0 la the respoN,dU,E the erector.Aeewnai panto nent bracng of MMus sheathing such as ptinwod 10..0 regrind anmor drwaO8C) �';. DATE: 7/2/2013 the weal tMb*e Is thea,pensaaey ofthe nWTdh.....at T.la bpaabagbg orbteral 100..0 regrindWare shed,.e �0 cs}r'; SED.: 5579799 4.Noload shuab.appeeoto any component onmafter elbracing and 4lnabauwnofWes lathe.st,b.oyo,a -cpective..tractor. listeners are complete and et no Eno Moved any bads greater than d deign 41,,.1.3 butte,ere to be wedm am rasNe environment a 24243 TRANS ID' 372404 design bads be appal m am eonwnont. and are Io, condwnof use ET �0 �yQ 5.Comrcirmahas nocentral over end assumes nerespensanylarNe a.Dasgg„.g sfugpaaM-atalsupportsam,a,Shanpr,adgew O vtn0 M labrlolon handrno.sNprnentand InstaeatbnprwmyeneeS 7.Desgnu,umoaGeuatebainagais�eveded r• SlONAL :. • 41 'NryI 11 11111111 111 G.Thsde,gn sfurnished abject to Ea 4ntatbns set bah by a.Plalesshagbebealedenbetfanso trVs,.M placed Mo their center ��� •`Ili ' IIII II�IIIII�IsII1 II'�IIIII1III�IIII IIII TPLNTCAb BCSI 0004,.,,nth WI be brNMh.d ono Gnoe31, Eras Cansobcide v.th.etzetNpl.n. n a r(/ 'r'+ • a Affek L/Sq Inc/Comp/Hos Sofhore 7.6.4SP5(1L}E 1o.Cans m,b coon.tor....an valuta see ES0.191.Eno-1000(aTek) • • •• • • • • •• ••• • • •• ••• • • •• • • • • • • • • • • • •• • •• ••• •• • •• •• •• • • •••• • • • •• •• • •• •• •• •• - • • ••• • • • • •• • • •• • •• • • • • ••• • • • • • ••• • •• • •• •• •• •• •• • • • ••• •• I •• ••• • • • •.• • • •• •• • • • • ••• ••• •• • • • ••* • • • nllll(I�III� This design prepared from computer input by IMO JP LUUBER SPECIFICATIONS 15-00-00 GIRDER SUPPORTING 20-04-08 IPC 2009 DAD UEUBER FORCES 4211/GDF/Cgs1.00 TC; 206 OF SS LOAD DURATION INCREASE=1.15(Non-Rep) 1-2=(-4692) 664 1.6=0261 3796 6-2=)-166) 1536 =- BC: 248 OF 62 2-3=(-3286) 468 6-75251 3785 2-7=(-1432) 204 i WEBS: 244 OF STAND; LOADING 3. 4=(-3286) 468 7.6=(-5251 3785 7-3s( -422)3336 t 2a4 OF 118BTR A LL=25 PSF Ground Snow( 4.5=(-4692)664 8-3=(•5251 3796 7-4s(-1432 204 TC IMF LL( 50.0)4DL( 14.01= 64.0 PLF dPg)'- CO.TO 16'- 0,0'V 4-6s( -166) 1536 7C LATERAL SUPPORT<=12'0G.UON. BC UNIF IL( 229.7)4DL( 176.21= 405.9 PLF 0'• 0.0'TO 16'• 0.0'V BC LATERAL SUPPORT<-12'0C.DOU. BEARING UAX VERT SAX HOU SRO REQUIRED BAG AREA I UNITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SI2E 10.10. (SPECIES) Single member as shown. REOUIREDEIITS OF IBC 2009 MID IRC 2009 NOT BEING YET. 0'- 0.0' -519/ 3759V -132/ 132H 5.50' 6.01 OF(625) Hangers attached to the bottom chord 16'- 0.0' -519/ 3759V -132/ 1320 5.50' 6.01 OF(625) will have 1.5'max.nail penetration. BOTT00 CHORD CHECKED FOR 10PSF LIVE LOAD. TOP Connector plate prefix designators: AND 801100 CHORD LIVE LOADS ACT Oct-CONCURRENTLY, ICON°.2:De4169 Checked for Retf-S p)1)_gpl.tt at 24'o0 spacing.( C,CN,CIB,CNIS(or no prefix)=Comperes,IRS VERTICAL DEFLECTION LIMITS:LL=L/240,TOL/1110 S,925HS,UISHS,016=Blank MT striae MAX LL DEFL=-0.059'0 0'- 0.0' Allowed• 0.754' SAX Tl DEFT s .0.099'0 0'- 0.0' Allowed• 1.006' 8-008-00 MAX HOBI2.LL DEFT= 0.023'@ 15'- 6.5' 'I' 1 .._._-_-__._ .� MAX HORI2.TL DEFL= 0.039'@ 15'- 6.5' 4-00 3.03 3-03 4-09 _ This truss does not include any time dependent ( deformation far long tern loading(creep in the 12 92 total load deflection. The building designer Lao V 0-4X10 'S18.00 intendedhall rusify e ofathin t lcos nponenter fits with the • 34.4 Design conforms to main windfarce-resisting VS system and coaponents and cladding criteria. Wind: 110 mph, h=25ft,7COLs1.2,13COLa6,0,ASCE 7.05, Enclosed,Cat.2, Exp.B, OURS, interior zone, load duration factor=1.6, Truss designed for wind loads iir .414111A1/1141( .3X8 8.3x8 in the plane 01'the truss only. 1111011111114.666. 8-Sx18 pp 8-5x18 a 1 �II ® ® �4��0 PROF�css/O 110 43 jp �GI.N4... 4. I-- a 7 6 dry 4. 1 A_ 11.3x10It-3x10 -8x10 8-3010 1' 0R to , , b ) )' i .1- O VGZY26,*'4aU? b 4.07-04 3-04-12 3.04-12 4-07-04 ) ���A.JON ~7/2%13 16-00 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - A-GIRD Seale: 0,3571 'r p.30$N , . WARNINGS: GENERAL MOTES.unless oaensee noted. `' e�tt � lO 1.Bueder and erection coneactor should beedvked of se General Notes 1.This design lsbassd only upon UNpannelen ahem)and Is for an ill �' Truss: A-GIRD andWAroldgsbela,econemn�enwnnenaea De'°componeatAp"b o"designeNWS , 7,. r 4 g.L4compeasbn web bacap nasi be nsdnedsMere shaven♦ Incorporation of mpenent pons p goer. % }, 3.Additional temporary dace.b limn sbday Owing construction 2.Designassumes do lop and bottom chords bI to be hleney dated et 0 a DES. BY: kU hmeses ac of erector.Addoenl cobra f 2.e.a and at l0'oc reped:rsy unless bawd throughout their length by Fens b• ap.mwrw bracing swop hoed*s hasplywo,ogssheathing(TC)and/oredy:.an1BCI i'f. DATE: 7/2/2013 the mural structure is use reeponsbEN ofIhee building designer. 3.is Impact bridging LANA dac,na required MIN.shown ee 4 .+1./4 SEQ.: 5579800 4.No bad shouts'be NNE.,le any component and arlaan bracing and 4.Installation of buss b the responsible r the respactivi conbacbr.nt fasteners are wmpleh and at no Wm aM1euN any bads eraahr Man S.Design asaurmaWsw+vote b used baro- muenrte C 21243 desgn bads be applied to any component. d are for'dry continental use. TRANSID: 372404 a.Comyurnsshas nocc...21 vandassumesnocespamLatyWON m.Mspn'ssumosfuebeamgatamaupp�o+dsan"'Shlmorxadgam O '/STEV n S. 'abdication. Nd 0 handing. shipment m.Sadie.lsetA00 by 8.Pb'0°'haallbelocaed onebdni:aa efWm•M placed se the center S10NA4� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIyIIry TPpvncAbSCSI.aaP»ser ngn atom mhn.d penr.w•st a.Din0aaltsb aari.InInches 1!Z/�j I&I 'I iSTek USA InoiCOtslpuTlus Software 7.6.4-XPS(IL}E 10.For...corvactor phis design velues105 ESR-1311.090-1400(AUTO) 7 • • • • • •• •• •S. • • • • • • • • • • • • • • • • • • • •• •• • • • • • •• • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• •• •• • • ••• ••• • • • • • • •• ••• ••• • • • • • • ••• • Illilllllfll This design prepared from computer input by JP LUUBER SPECIFICATIONS 15-09.00 TERUIIIAL HIP SETBACK 8.00-00 FROU ENO WALL IRC 2009 UAX UEUBER FORCES IBR/G0F/Cq=1.00 TC: 204 OF 8188TR LOAD DURATION INCREASE=1.15(Non-Rep) 1-2=( -611 94 2.7=(-281) 1600 3-7=(-208) 161 81: 206 OF 55 2-30(.2048)379 7-6=(-281( 1539 7-4=( 0)628 WEBS: 294 OF STAND; LOADING 3-4=(-1a58)308 7-5=(-139)201 2x6 DF 82 A LL•25 PSF Ground Snow(Pg) 4-5=(-1857)307 TC UNIF LL( 50.0)901( 14.0)= 64.0 PLF 0'- 0.0'TO 15'- 9.0'V 5.6=(-20t9)376 TO LATERAL SUPPORT 0=12'OC.UON. BC UNIF IL( 0.0)9DL( 50.01= 50.0 PLF 0'- 0.0'TO 15'- 9.0'V BC LATERAL SUPPORT L.12'0C.UON. IC CONC LL( 933.3)001( 261.3)•1194.7 LBS 0 7'. 10.5' BEARING UAW VERT UAX HOR2 8RG REQUIRED 99G AREA OVERHANGS: 16.0' 0.0' LOCATIONS REACTIONS REACTIONS SIZE 00.111. (SPECIES) LIUITEO STORAGE DOES NOT APPLY DUE TO 180 SPATIAL G'- 0.0' -205/ 16711 -136/ 1368 5,50' 2.67 OF(6251 Connector plate prefix designators: REOUIREUENTS OF IBC 2009 AND IRC 2009 NOT BEING UET. 15'- 9.0' -170/ 15040 -136/ 136H 5.50' 2.41 OF(625 G,C11,618,01118(or no prefix) 0 CompuTrus, Inc U,U20HS,V18HS,U16•OiTek UT series 801109 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP 10050.2:Design checked.for nett-5 9471 uplift at 24'00 00acin0.1 ••For hanger specs. -See approved plans ANO BOTTOU CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIUITS: LL=L 1240, D UAX LL DEFL=.0.011'@ -1'- 6.0' Alloyed = 0.150' UAN it DEFL•-0.013'@ -1'- 6.0' Allowed= 0.200' UAX LL DEFL•-0.030'0 8'- 0.0' Allowed• 0.742' UAX TL DEFL=-0.050'@ 8'- 0.0' Allowed• 0,989' _ 8-00 7-09 ---- -------- ------f '- f UAX OORI2. LL DEFL= 0.011'@ 15'- 3.5' 4-02-09 3-09.07 3-09-07 3-11-09 VAX H0RI7.TL DEFL= 0.018'8 1S'- 3.5' 1 11194.708 ( This truss does not includeany time dependent tleforlgn for long teermml loading(creep) i 12 V n the 8.00 7 11.456 Q coo total load deflection. The building designer shall verify that this permitter fits with the 4 intended use of this component. V- Onign conforms to Airs mintlforce-resisting � systea and conponents and cladding criteria. '.. Wind: 110 mph,h=251t,TCDL=A.2,ICDL•6.0,ASCE 7-05, 3. Enclosed,Cat.2, Exp.8, USERS, interior zone,load duration}actor=l.6, ' ind 9-1.504 I 0-1.504 inuss thedesiplaneed oftor thewtruesoads only. O A u-4x4 044�OPROFF�si o Addhillb 1 Cam ,NG1NFc�. vy v �. o �f 1 fi ..0-4o4 U-3x10 .�(' ,a I , /0R e• m S, ,1 J ��r VG1I'26.kcV 4t' 6-00 7-09 G-4, JO�a� 1. 712113 1.Ofi 15-09 EXPIRES 6/30115 JOB NAME: LENNAR- 2701 MULBERRY E - AH1 66,1,;0.33„ ♦Qpm'10Ifj,+�, . WARNINGS; GENERAL NOTES,unless ohenvh•noted: 1- e w A�O�,, 1.6nadet and median coatscea,stark be adrissd of all Gereral Notes 1.This design 6 based sotyupon ns parameters smov..s and{slog an Mivtdsaf 't t7 Truss: AH1 and Warnings Were construction commences. b"."67.6 component.AppscabPdy of Messing;parameters anndp 'fpner. 4-`1iVi ; l 2.244 compression web bracing must b•Installed shwa•honn e. ryorafen of component h ne tet dot v a.Addmonal le0gxary basing b insure Lads 01wno sonabut00 2.Detgn straps{t he by and bennncM bo be laterally braced at I� J ' DES. BY: MJ line res 67 f to erector.Addmrul r0bracbg of 2.oca,katt0' fits,dr.,*meet bracedhrougho.d net'tenthby qns rye pmun• S0016.16••••.61..6.6ply"oed sbeat0Ng(TC)andlordrynarygCl ' DATE: 7/2/2013 u°overall,MnId0unhn•respe,wasrtyortMb m..pdesgn. s2chpanbrdgt'gnWnatbracngrequradnnn.Lavn•• f7_S'' 4.Ile badshouV bespor tsto any component.nd alter al bracing and 4 Installation of buss is the tetponablay etthe reetesa.canbactor. SEQ.: 5579801 fasteners are complete and at no time should any bads greater bun 6.Desgn"Sumas vases ter•to be used tn•none...•°.wnment. '' n 24243 aslgn bade ba appaed b any component. and ora ler'dry conMan'of use. r •r L� L TRANS ID: 372404 S.Co p Tel,has.cenboloserand asswros,ansponablybrthe B'0;'„"'a' ."ta'"g"a'tupp'daa'"m'*"°"'"de°" o 1STEK' fabdcaeon.0f,nnlhandbag.,hpmr,and installation of components 7.Deaton assumes adequate drainage h Rai0.4 J 'WVjONAL 6.'Ms design Is NmbMd subject to 0Me 50botbns tet forth by e.Plater shag be located en bon rant of truss.and plied so Mir center 7/L` IIIINIii lift1111111717Ilill1171til1111 TPk CANmCal,poples rah hxGMNmthaduponL}-E m 15A t"s¢of plate In Inches. r/ MTek USA,InglCompuTrus Soft+rere 7.6.4SP5(11}E 10.re,bask connecter pito design values see ESR-1311.ESR.19t19(411.1t) A . .. .. • . . • . . • • . .. .. . . •• • ... •• • . . • . . • • . • . •. . . . ... • . . .. • . . . . • • • • • . . ... • ... ... • . .. .. • . • . . . . • ... . . IIIIIII91III This design prepared from computer input by JP LUUBEB SPECIFICATIONS TRUSS SPAN 8'- 0.0' IRC 2009 UAX ROBBER FORCES I111/GDF/Cq=1.00 TC: 2x4 OF 818BTR LOAD DURATION INCREASE=1.15 I.2=(-64) 94 2-4=(0)0 BC: 2x4 DF 018BTR SPACED 24.0'O.C. 2.3=).159) 155 IC LATERAL SUPPORT<=12'0C.VOL LOADING BC LATERAL SUPPORT<=12'0C.DON. LL(25.0)001( 7.0)O11 TOP CHORD= 32.0 PSF BEARING UAX VERT UAX HORZ BOG REQUIRED BRG AREA DL ON BOTTOU CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 50.I11. (SPECIES) OVERHANGS: 18.0' 0.0' TOTAL LOAD= 42.0 PSF 0'- 0.0' -90/ 561V -139/ OH 5.50' 0.90 OF(625) 7'- 9.2' 0/ 1715 0/ OH 5.50' 0.28 OF(625) Connector plate prefix designators: LL=25 PSI Ground Snow(Po) 7'-10.9' -89/ 2185 -139/ OH 1.50' 0.35 OF(625) C,CU,C18,CN18(or no prefix)=CnmpuTrus, Inc 0,1120H5,U1BHS,U16=UiTek 0T series BOTTOU CHORD CHECKED FOR A 20 PSF LIUITED STORAGE COM.2: Design checked for net L,te pstl unlit[at 24'ac 8.p34.14g,� LIVE LOAD AT LOCATIONS)SPECIFIED BY IRC 2009. THE BOTTOU CHOORDRE DEAD LOAD IS A 219111211 OF 10 PSF. VERTICAL DEFLECTION UNITS:LL=L/240, TL=L/180 7-10.15 UAX LL DEFL= -0.011'@ -i'- 6.0' Allowed= 0.150' .( SAX TL DEFL= -0,013'@ -i'- 6.0' Alloyed= 0.200' UAX TC PANEL LL DEFL= 0.315' 0 4'- 5.2' Allowed= 0,501' • y UAX IC PAIIEL TL DEFL= -0.407' @ 4'- 5.6' Allowed= 0.887' UAX HDOI2. LL DEFL. 0.001'0 7'• 9.2' UAX HOOIZ. TL DEFL= 0,001' @ 7'- 9.2' 12 This trues does not include any time dependent deformati8.0017' total load deflectifor on arThe obuildingreedesignerthe shall verify that this parameter fits with the intended use of this consonant. '.. Donlon conforms to main windforce-resisting system and components and cladding criteria. Wind: 110 mph, h=25ft, TCDL=4.2,8COL=6.0,ASCE 7-05, Enclosed,Cat.2, Exp.B, DAMS, o interior sane, load duration factor=1.6, '.. to Truss designed far wind loads in the plane of Lha truss only. n °° pPROF • o I I 44,E - FSS o �� 4- pweG1NFtp. Uf .2.5x4 r '. !11 R 1���P OR e.N.a . 1 ,t• i d-7‘.. .`G0'20 tU= 1-06 (PROVIDE FULL BEARlIlS:Jts:2.4,3j 8-00 G/QA•JON��7/L!/1 EXPIRES 613011 / JOB NAME: LENNAR- 2701 MULBERRY E - AJ4 , ,p,.w0NA'j,, WAR/61105: GENERAL NOTES,unless otherwise noted: yi ' O1.Boldo and erection cowactor.hou.be advised el an General Nates 1.Th d gn6 ba ed rex pon the parameter,ohovm and b for an 040duat ; .s " Truss: AJ4 andWamagsbeforeaona.uakancommences_ b.ld.g mponnt.Appecatelyornesgnparamete�aandprape 4 1O2,2.4 cempnssbn web bracig must N nstaled where shevms Nwpo en 1 mpe is the responslatTy of tM1.6ng designer V . xa.Adtldbvltempaary baeupb nsuee sfaPMy dumgeensburn'on 2 Ge gn Ow.S and barna eherns toDD laleraly Pazetl at DES. BY: P.0 bu»res fine ere o Add tonal permanent brat f r ntl t1G r pecbueN uNesa braced WouphoN evb MnoNby y/ tete wnsmafyo ago w heathiy h as*truedsh,agw0e(T.)a .dmaX00. tete DATE: 7/2/2013 Omoaoestructure stMresponsitaryofthe bolding&Amor a 2Rbmpactbanana«lateralPosingre9wred,terealso,-mee rt;4 1.Ito load I..,be tippled m any component untl altar as bracing and A.nstae,twn awns b u»ropomma�of u»respeNre corns... 'a2Th SEQ.: 5579602 fastenarsareCortplete and at.time shoudany loads greater than s Gesgn sum:busses are to au inanwr sareenuwnment, 't•q R 24243 design bans be sppfbdc any component and are ter•a 5 of use 'Y TRANS ID: 372404 6. esgna» ."..."'''ana.pppdeahawn.6hm,arwedpea o f 5.Compri. STERE Iahticaean,handling.shipment and msmunon N components. 7.Desgn assumes adequate drainage 4 provided a- SIONAL IqI 6.This desgnh..bed subject toihes be Ian,set forth by 8.Plates shallbe bcatedon both faces of busy,and placed so Neo anter ����� y.. IIIIIIIIIIIIIIRIVIIIVIIIVIIIVIIIIIIIIIII ASTnEUShlncs7Ccpanpslus OB ane l.6.4SP5(1L}E't 19.0.Fc,basic,00.cbaptedesgnho04.1sea ESR-1a11.cSo-1988(4Rea) • • • • • . • . . •. . • . . • . . . . . . . . • .. • .. . . • . •. •. . • ... • •. • . • • . •. • .. . •• . ... - . ••. .•. . . • .. • . . • . . . . • . • . . • . • . • . • • . • . . • . . .. .. • • . . . . • . .. ... • . . . • 11111111 This design prepared from computer input by JP LUUBER SPECIFICATIONS TRUSS SPAN 20'- 4.5' TC: 204 DF 418816 LOAD DURATION INCREASE.1.15 IRC 2009 U54 U2-7EA FORCES)1 42-7(-28S) 599 BC: 204 OF 0180TR2-3.( •59) 54 7-6.(-420)830 7-7(•203) 162 WEBS: 204 OF STAND SPACED 24.0.O.C. 2-3=(-1119)575 7-6=-420) 830 7-5.-100)562 3-4.( -841) 361 7-5.(-271)226 LOADING 4-5.( -840)364 IC LATERAL SUPPORT ea 12'0C.U011, LL(25,0)001( 7.0)011 TOP CHORD a 32.0 PSF 5-6e(-1111)587 BC LATERAL SUPPORT<e 12.00,UON. DL ON &MON CNORO a 10.0 PSF TOTAL LOAD. 42.0 PSF OVERHANGS: 18.0' 0.0' BEARING UAX VERT UAX HORS 860 REQUIRED BRG AREA LL a 25 PSF Ground Snow(Pg) LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) Connector plate prefix designators: 0'- 0.0' -156/ 10380 -173/ 173H 5.50' 1.66 OF(625) C,CN,CIB,CIIIS(or no prefix) a Coopuirus, Inn LIUITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 20'- 4.5' -716/ 8550 -173/ 1736 5.50' 1.37 DF (625) O,1120H5,11l400 U16 a NSTek UT series REOUIREUENTS OF IBC 2009 AIID SRC 2009 HOT BEING NET. BOTTOU CHORD CHECKED FOR SOPSF LIVE LOAD.TOP ! 1 • •• •• •• • • • • •• • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• •• • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • ••• ••• • • •• •• • • • • • • • •••• •••• ••• •• • • •• • ••• • • II'IIpINIIII This design prepared from computer input by u p�I JP LUUBER SPECIFICATIONS TRUSS SPAT! 20'. 6.0' IRC 2009 DAR UE66ER FORCES 458/60FICq=1.00 IC: 294 DF 0189TR LOAD DURATION INCREASE=1.15 1-2=( -59) 94 2-8=)-390)848 3.8=(-284) 199 BC: 204 OF 0188TR SPACED 24.0'O.C. 2-3.(-1127)566 8-6.(-3901 848 0.4=(-831 572 WEBS:204 OF STAND 3.4=( -849)352 8.5=(.284) 199 LOADING 4.5= -849) 352 TC LATERAL SUPPORT 4=12'0C.0000. LL(25.0)411L( 7.0)ON TOP CHORD= 32.0 PSI 5-6.1-11271 566 80 LATERAL SUPPORT e=12.0C.UON. DL ON B0TT0U CHORD= 10.0 POP 6.7=1 -59) 94 TOTAL LOAO= 42.0 PSF OVERHANGS: 18.0' 18.0' LL=25 PSF Ground Snow(Pp) BEARING SAX VERT 900 HORZ RRG REQUIRED BAG AREA '.. Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE 55.80. (SPECIES) C,CO,C18,C1118 for no prefix)=CompuTrus, Inc UNITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -154/ 1032V -173/ 173N 5.50' 1.65 DF (625) 11,02090,1118145,916=NiTek UT series REGUIRESERTS OF IBC 2009 AND IRC 2009 NOT BEING NET. 20'- 6.0' -154/ 1032V -173/ 1739 5.50' 1.65 OF )625) SUITOR CHORD CHECKED FOR 10PSF LIVE LOAD.TOP tons.2:DOSSES checked for net(-2 osf)splift 21_24'SC wacing,l AND BUTTON CHORD LIVE LOADS ACT NON.CONCURRENTLY. '.. VERTICAL DEFLECTION LISITS: LL=L/240,TL=L1185 SAX LL DEFL=-0.011'0 -1'. 6.0' Allowed= 0.150' SAX IL DEFL= -0.013'@ -1'- 6.0' Allowed= 0.200' 10-03 10-03 SAX LL DEFL= 0.028' @ 10'- 3.0' Allowed= 0.979' ./ i 1 SAX IL DEFL=-0.043' @ W. 3.0' Allowed= 1.306' 5.03-15 4-11.01 4.11-01 5-03-15SAX LL DEFL=•0.011' 8 22'- 0.0' Allowed= 0.150' __ .. ___ _ __ ,( UAX TL DEFL=-0,013' @ 22'- 0.0' Allowed= 0.200' •1 .(_ o.OD p 116-404 'S,]8.00 UAX 60012.TL DEFL= 0.021'@ 20'- 0.5' 4 .6 4This truss does not include any time dependent deformation for long term loading(creep) in the ! total load deflection. The building designer 00211 verify that this parameter fits with the 1. intended use of this component. Design conforms to main windforee-resisting system and components and cladding criteria. 6-1.5x4 6-1,504 Wind: 110 mph, h=25ft,TCDL=4,2,8COL=6.0,ASCE 7.05, Enclosed,Cat.2, Exp.B, NRFRS, interior zone, lead duration faetmr1,6, Truss designed for wind loads in the plane of the truss only. '0 PROF e 0 1. -I0-2.504 6-308 6-306(S) U-2.5x4- .., .1►11;die1 ,R )' i b v.ORr•Nit, 1 10-03 ! 10-03 1 .USG Gf►-26,19�,`U= 14.00 6-06 ,'A.JO\1' 7/2//3 1-06 20-06 1-06 EXPIRES 6130/15 JOB NAME: LENNAR- 2701 MULBERRY E - B2 ��9p.JOH*,,,, . Scale: 0,2727 WARNINGS: GENERAL NOTES,unless athemba,mud, e � ! O I.Budder end election conAactothaab be addssd oral!General Notes I.This desgn b basedany upon thepenmebn shaman b tor en Individual ; • S. • . .• .• . . .. . . . S , • . . . •. • . • • • . . . • • • . . •. . • .. •.. • . • • • . • . • •• . . • . •• . • . ... . - • .. • . . . • . • • • • • •• • ... . . . .. .. . . ... . . . . . . .. • •... . . • . ... 1II1111111111 This design prepared from computer input by JP UMBER SPECIFICATIONS 20.06.00 HIP SETBACK 8-00-00 FROU ENO WALL IRC 2009 UAX UEUBER FORCES 48R/GDF/Cq=1.00 TC: 204 OF 0I88TR; LOAD DURATION INCREASE'1.15(lion-Rep) I.2=) -59 94 2-9=(-454) 2188 3-9'(-161) 155 204 OF 2400F 72 2-31-2619 602 9-10•(-450)2214 9-4( 0)426 BC: 204 DF 818808 LOADING 3. 4=1-2702 546 10-7=(-452)2191 9-5•( -66) 77 WEBS:204 OF STAND LL=25 PSF Ground Snow(Pg) 4-5=(-2221 446 5-10.( 0)420 TC LATERAL SUPPORT<=12'OC IC UHF 11( 50.0)491( 14.0)= 64.0 PLF 0'- 0.0'TO 6'- 0.0'V 5.6=1.2705 544 10-6.(-159) 1S4 .U011. TC UNIF LI( 125.0)001( 35.0)= Imo PLF 8'• 0.0'TO 12'- 6.0'V 6.7=1.2823 599 BC LATERAL SUPPORT<.12.00. 001). TC USIF LL 50.07001( 14.0)= 64.0 PLF 12'• 6.0'TO 20'- 6.0'V 7.8=( .59 94 BC UIIIF Ll( 0.0)001( 50.0)= 50.0 PLF 0'- 0.0.10 20'- 6.0'V = = NOTE:204 BRACING AT 24.00UON. FORTC COAG LL( 468.7)00L( 130.7)= 597.3 LBS 9 8'- 0.0' BEARING UAX VERT UAX HORZ 0RG REOUIRED BAG AREA ALL FLAT TOP CHORD AREAS NOT SHEATHED IC COAL LL) 466.7)001( 130.7)= 597.3 LBS @ 12'- 6.0• LOCATIONS REACTIONS REACTIONS SIZE 00.11i. (SPECIES) ._-. .......a.=a. 0'- 0.0' •341/ 2153V -135/ 135H 5.50• 3.44 OF(625) UNITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 20'- 8.0' -341/ 2(53V •135/ 135H 5.50• 3.44 OF (625) OVERHANGS: 18.0• 18.0• REOUTAEUENTS OF IBC 2009 A110 IRC 2009 NOT BEING SET. Connector plate prefix designators: 801100 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP ICONS. 2:0$41811 cOloRed for net( sft uplift at 24•o0_1pa40n] C,CN,C18,C1118(or no prafle) =ConpuTrus, Inc AND BOTTOU CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LINTS: LL'L)240,TL=L/160 U,U20NS,tl18HSstl16+01196 UT series VAX LL DEFL+-0.011'0 -1'- 6.0' Allowed+ 0,150' UAX IL DEFL•-0.013'0 -I'- 6.0' Allowed= 0.200' 8AX LL DEFL=•0.093•@ 12'- 6.0' Allowed= 0.979' MAX TL DEFL=•0.141•@ 12'- 6.0' Allowed= 1.306' ' VAX Ll DEFL•-0.011'0 22'- 0.0' Allowed= 0.150' VAX IL DEFL•-0.013'0 22'. 0.0' Allowed= 0.200' 7.11-11t 4-06-10 1 7.11-11 ( VAX H0912.LL DEFL• 0.034•@ 20'• 0.5' 3-11-06 3-10 4-08-15 4.00-05 3-11-06 VAX H01112.TL DEFL• 0.055'@ 20'• 0.5' T T T 597.304 1597.306 I. 4 This truss don not include any tine dependent 12 ♦ • 12 deformation for long ter.loading(creep) in the B 8.5X6 U-6X8 B total load deflection. The building designer shall verify that this paraseter fits with the intended use of this caeponent. 1 . /'' confores to main windlorce•resiating aystee and cooponenta and cladding criteria. Wind: 110 mph, h=2511,TCOL'4.2,BCOL•6.0,ASCE 7-05, 11-1.584 11.1.584 Enclosed,Cat.2, Exp.B, NIERS, interior Zone, load duration factor=1.6, Truss designed for wind loads Alliiii' / in the plane of the frau only. 0 0 Okt PROFtcSs� o eY- -@ to sI .'r o �G1NZ" •• (y c 11-3x8 11.3x8 r 11-2.5x4 11-3x8 C, 1 R 11-3x6(6) 1V, ). y 1 . OR41414,, 7.07-10 5.04.08 7-05-14 9 Z O <N2G.1 . 1 J. 14-00 6-06 9G�°A.JONN��2/2/13 �' 1 • • 1-06 20-06 1-06 EY+PI_ RDFS 6130115 • • • JOB NAME: LENNAR- 2701 MULBERRY E - BH1 Scale: 0.2727 ��pP.101-1/4"�� WARNINGS: GENERAL NOTES,unless oMemLe noted: : M� aj Li ' 1.Budder and erection...tor should bo adelsed of all General No. 1.Thea+slum b basedtray upon the parameters sham and is for an Individual 1 1 .), •�.,, Truss: BH1 and Warnings Wore construction commences. bmadig component.AppTcabEty of deign parameters and proper / 1 0 2.2•4 compressbn wet.Waning most...WM..Wan♦ Moor...of component is the moons..sy of the Wddnp designer. J.Addmnal temporary Mani,b Insure sbbgdy during construction- Is onstrucWn 2.Design assuh one by and bottom bards to Wlat+raq bated al p 4.;'sn / DES. BY: 141 bee mspeebary of Me erecs.r.Adduonal penanant pacing of 2'on.aM at lV oc nape..unle ss band Nro.h.me+length by f�+ DATE: 7/2/2013 meowreaabd<nrmelstneNspoea,chosln.e 4,.acs a continuous ,aIs, d,,,.d n9RC1androf n.,,,,vnlyBC1 e 'L h r 12a Impact lateral Pacing readied mhos Nova•• Jl t 4.Ito bad kook.W applied to any component until alter al bracMA and 4.Ietaaatien of Puss a de resew...v..ns G( SED.: 5579806 fuleneraamcomplemand atnotim.Mould any loads pre..than 5.pawl:sm..Moosaretobe ina.emco m.emvonmaM- d n i424�3o /�¢ rbapn beds W no con b one component.uids d budm. I b..i of me. p00115 hoc Shimer swaps a a � ,(E vi L.•��.A.1'�" TRANS ID: 372404 s.ConpdTNs has w+<n aover.Measdmaa no n+wnaa. for A. a.ottgn.a sh.Wain aae ('s' IL Tisde,goA,ished subpn;od,ma,ron,4sat Aad n PPlattesDesign.nu be located Kebofeces<w:end placed sonefnmar a 'S7.0NA�Lr� s y 111111111111111111111111111111 111 IVTek USA leoiC000rtquTrus Software 7.9.4SP5(IL}E rt l0.FForr wsswnnnebwB Op a i,y values see ESR-1311,559.1000(Nn el.) /r.�� '4-6,7t,..4 V i, ' • •• •• •• • • • • •• • • • • • • • • • • • • • • • • •• •• • • • • • • ••• •• •• • •• •• •• • • • • •• • • • • •• • • • • • • •• • • • • • ••• •• • • • • • • •• • • • • • •• • • • • • • I • • • • • • • • • • • • ••• • • • ••• • ••• ••• • • •• •• • • • • • • • 000 ••• •• • • • • • ••• • • IIEIIIIIIIII This design prepared from computer input by p JP LUUBER SPECIFICATIONS TRUSS SPAN 20'• 6.0' INC 2009 UM DEWIER FORCES 411.11/G0F/Cq=1.00 TC: 204 OF 6169TR LOAD DURATION INCREASE=1.15 1.2=1 •59) 94 2.11=(-440)876 3-11=(.155) 102 BC: 204 OF 916810 SPACED 24,0' O.C. 2.3-(-1159) 632 11.12-(•373)754 11.4=1 0)263 WEBS:204 OF STAND 3-4=1•976) 487 12.9=(•439)877 II.7=( •66) 104 LOADING 4-5=1 0) 0 7-12-( 0)260 TC LATERAL SUPPORT r_12'0C.SON, LL( 17.0)ON TOP CHORD= 32.0 PSF 4.7=1 .756)371 12.8=(-153) 101 BC LATERAL SUPPORT c=12'OC. UON. L ON BOTTOU CHORD= 10.0 PSF 6-7=1 0) 0 TOTAL LOAD= 42.0 PSF 7.8= -981) 487 8.9=-1160) 631 VOTE:204 BRACING----=-=.......===.....===. AT=24'00 UOII=FOR LL-25 PSI Ground Snow(Pg) 9-10=I -59) 94 ALL FLAT TOP CHORD MEAS 00T SHEATHED i ____=====aaa===a=•=a=====a LIUITED STORAGE DOES HOT APPLY DUE TO THE SPATIAL REOUIREUENTS OF IBC 2009 MID IRC 2009 NOT BEING HET. BEARING VAX VERT UM H092 BRG REQUIRED BM AREA OVERHANGS: 18.0' 18.0. 100411050 REACTIONS REACTIONS SIZE 50.111. (SPECIES) BOTTOU CHORD CHECKED FOR 10PSF LIVE LOAD.TOP 0'- 0.0' -217/ 1032V •182/ 95H 5.50' 1.65 DF 1 625) Connector plate prefix designators: AND B0110H CHORD LIVE LOADS ACT NON-CONCURRENTLY. 20'- 6.0' -217/ 1032V -182/ 95H 5.50' 1.65 DF 1 625) C,CII,C18,6818(or no prefix)=CoopuTrus, Inc D,O2015,018NS,1116=01te0 UT series 0-06-10 n L0ND. 2: Design t c 1. . f • -t at 24 9-11-11 0.06-10 9.11.11 VERTICAL DEFLECTION L1UIT3: LL=L/210, TL=L/180 f i f 1 UM LL DEFL=•0.011'@ •1'- 6.0' Allowed= 0.150' 3-11-06 3.10 2-02-05 2-02-05 3-103-11-06 MAX TL DEFL=-0.013'@ -1'- 6.0' Allowed= 0.200' ( ( ( ,� ( ( DAX LL DEFL= 0.044'@ 12'- 6.0' Allowed= 0.979' VAX TL DEFL=•0.050'@ 12'- 6.0' Allowed= 1.306' VAX LL DEFL=•0.011'@ 22'- 0.0' Allowed= 0.150' 8-00 8-00 VAX IL DEFL••0.013'4 22'- 0.0' Alloyed a 0.200' ( 1 ( UM WHIZ. LL DEFL--0.015'@ 20'- 0.5' 12 5 6 12 VAX @ORII,TL DEFL- 0.021'@ 20'- 0.5' 11-458/ LI-608 This truss does not include any tics dependent �',,7 deformation far long tern loading(creep) in the total load deflection. The building designer c<.\ shall verify that this paraaeter fits with the intended use of this component. Design conforms to main windforce-resisting '''''',,,,,M-1.5x4 \ oysters and caoponents and cladding criteria. U-1.5X4A1177r \ u-1.5X4 Wind: 110 mph, h=25ft, TCDL=4.2,BCOL=fi3O,ASCE 7-05, \\\ Enclosed,Cat.2 Exp,B, DA RS, .1111111111 . interior sone,load duration factor=1.6, Truss Msigne0 for wind loads 1st the pLne of the truss only. i; i; ��ytiD PROF of eo �G1N6Re t"..:,, (-.0 1 l 12 . •4C o 0•2.5x4 U-3x8 B-2.5x4 U-2,504 0 0 lr 1 � _ 0-306(S) .�/1�..,' • - °ROBNo 1 7-07-10 5.04.06 ) 7-05-14 - -" '.0•4'26,13b,`()' 14-00 6-06 .4 JOHN'7/2//3 j y l .) 1-06 20-06 1-06 EXPIRES 6/30/15 JOB NAME: LENNAR- 2701 MULBERRY E - BH2 ,-a•JON ; Scale: 0.2727 �1 I� , WARHINOS: GEUEMLt1OTES,unless othembe noted. a w ';/}e� O 1.&Met and arectien contractor should be ad=aed of all Sonora!Rotes 1.This design k based only uponth•paa lens show.end klot anndbidral 4:70 �1 ' 14:1* � �'' Truss: BH2 andw,mx,us before construction com,sences buadaq mempon...Appsuky 41 design Emmett.and props I O a.244 compression nab**clop must ba betas•v.v.shorn e. Incepoa" of ebrrwenant k me responsb4ty of Vo bubng*stoner. v '� umes. ottom J.Addwonalkmpotary bracing b kaura skbe-y d00 0,lshucaon 3 a contion nuous sucbp h as phmoodordero o(7C)alybr dry at , DES. BY: LU recand at 1(7 e:respectively u Ma bawd throughout belt length by Is moonsoIo,peIh ar=y==Addaar. the bracing ce onwus en.enaky nos pryawdnu=w=ng(Tc1=oo ordyeagacl ."- DATE: 7/2/2013 Go*oral structure tomeaspon+may of the bolding dasyn.r 3.2.Imbed bddgmo such bracing reo.dred vmace sham•a <•i-. z' 4.Notoad sl.O be...nod to any component trey ater as bracing ant 4.WbdUanelW»kthe response,eay of the raspacbe contractor. SED.: 5579807 fasteners arocorrokta and alnomn+heuwany loads mawwn s.Design assumesPusses ate tebeused is•non"corrosmearamnmart. #q z4za3 - Nsign loads be...UP to any eomporwM, d ao tor'dry 951 5kn-of use. 4' TRANS ID: 372404 s.Computmshas noeonbotover and assumes noa+ponsa¢ykrbe 6 o:aynaes +hebeaingat•.suppodsahosn.5himoraadgax ,, c 61 Lsrog_ nbrica006 A1,ndwO shipment end bstataxonofcomp...* 7,Dessign sumesadewatedrabs/toIspr='0 Sf0NAL :: G.This•odyn k furnished*object to the tmxatbn+wt forth by 8.Mb.aha.be located on both laces of uss,and pkced*their cents, )/�jf 1111111111111111111101111 MTe USA,InclCorrpuTr sSoRsvare 7.6.4SP5(IL}Est 1o.Fomoaotnnecto rfp1ssta*q values see ESR-1311.E5R4g..11ar0e1) // • • • • • •• •• •• • g • • • • • • • • • • • • • • • • • • •• •• • • • • • •• • • ••• - • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• •• • • ••• ••• • • • • • • •• ••• ••• • • • • 1U p ry • • ••• • IIItl6INIIII This design prepared from computer input by Ii9 ILII JP LOOSER SPECIPICATI01IS 20-04-00 U0115 HIP SETBACK 3.00.00 FROU ENO WALL IRC 2009 9AX DEWIER FORCES 4WRIGOF/Cq=1.00 IC: 204 OF 616BTR LOAD DURATION INCREASE=1.15(Non-Rep) 1-21-2185) 656 1-91-500)1675 2-9=(-289) 1117 SC: 2x6 OF SS 2-3=(-1851) 546 9-10=(-1247)3335 9-3=(-1644) 776 WEBS:204 OF STAID LOADING 3-4=(-4099) 1379 10-11=(.1401)4090 3-10=(-145) 848 LL•25 PSF Ground Snow(Pp) 4-51-1556) 602 II-71-550) 1333 10-41 -77) 212 IC LATERAL SUPPORT r-12.00. NON. TC IMF LL( 50.0)001( 14.0)- 64.0 PLF 0'- 0.0'TO 3'- 0.0'V 5-6=(-1549) 595 4-11=(-3093) 1032 BC LATERAL SUPPORT 0.12'0C. 0011. IC mu LL( 62.5)001( 17.5)= 80.0 PLF 3'. 0.0'TO 20'. 4.5'V 6-7=(-1736) 747 11-51-3881 1362 BC UIILF IL( 0.0)00L( 25.0)= 25.0 PLF 0'- 0.0' TO 20'- 4.5'V 7-81 -59) 94 II.6'(•160) 130 • NOTE:204 BRACING=AT=24'00 LION. FOR..... IC CONC IL( 50.01401( 14,0)= 64.0 LBS @ 3'- 0.0' '' ALL FLAT TOP CHORD AREAS NOT SHEATHED ADSL:BC GONG 11001= 423.0 LBS 0 7'- 4.5' BEARING WAX VERT UAX H0R2 8RG REQUIRED SRI AREA """"_'_".... '-'- LOCAT10 .418/ 1344k'REACTIONS -120/ACTIOSH 45.00'2.27NS 3I2E 1 OFPEC625� LIDITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'. O.0.0' 2.15 OF OVERHANGS: 0.0' 15.0' REOUIREUEUTS OF 18C 2009 AND SRC 2009 NOT BEIRO WET. 20'- 4.5' -532/ 1416V Connector plate prefix designators: BOTTOU CHORD CHECKED FOR 1GPSF LIVE LOAD. TOP �COND.2:._D¢Sipn checked for C,CII,C18,C1118(or no prefix)=ConpuTrus, Inc AND 80TTOU CHORD LIVE LOADS ACT 1101-CONCURRENTLY. €I(-5 osfl uplift at 24 .oc.pasrl0p.1 9,920HS,918115,916•ULTek VT aeries VERTICAL DEFLECTION LIU0TS: LL'L/240,TL.L/180 1AX LL DEFT• 0.147'@ S'• 10.2' Allowed• 0.979' ' VAX TL CREEP DEFL=-0.390' 0 9'- 10.2' Allowed= 1.306' SAX LL DEFL=-0.011'@ 21'-10.5' Allowed= 0.150' '.. LAX TL DEFL=-0.013' @ 21'- 10.5' Allowed' 0.200' SAX 00912. LL DEFL=•0.024'@ 19'- 11.0' 2-10-03 7-00 4-00-05 6-06 VAX HORI2. IL DEFL= 0.040'8 19'- 11.0' 2-10-03 3.03-01 3-08-15 4-00-05 2-11.15 3-06-01 Design conforms to nein Windfarce-resisting ,. )+64N '( ( i / ,( system and components and cladding criteria. • 12 12 12 Wind: 110 Mph,11=2511,TCDL=1.2,BCDL=6.0,ASCE 1-05, • • 8.00 8.00 p 6-416 Q Loa Enclosed,Cat.2, E0p.8, MRS, Interior zone, load duration factor=1.6, • 8 4 ' Truss designed for wind loads '.. in the plane of the truss only. • a - +LATERALLY BRACE TO ROOF OIAPHRAGU 4 204 WEB BRACE REWIRED. 3. 8-1.504 ',.... U-406 11-3x8 U-608 ...91/1°1111°":...91/1°1111°": z PRá - - / / ' 7 6NFn�I 9 Ig n ..... r , iV-3x6 U-3x8 II.3x4 U-5x6(S) 6-5012 =U-4X4 E1 !It r y V423# I . 0R N 2-07-14 6-10-13 4-03-13 6.06 t'>.w' ) ,c Oo Z. is ). �. .57 26, U , 12.00 8-04-08 G,�A.J0N`� 7/zl l� I- y y 20-04-08 1-06 • EXPIRES 6130/16 JOB NAME: LENNAR- 2701 MULBERRY E - CH1 ,�,nP.1JON,:I` . • Scale: 0.3017 ,a]y:�/}1 • WARNINGS: GENERAL NOTES,unless oten:isanoid: ....4,I a�l s� '/1 O•'. 1.Euro*,end erection.Mr.dor should bo advised of PI General Notes I.This design Is based only upon the Rrarrekndwvn and is For anlndrMual .3, `�s• Truss: CH1 and W31114125 before canebudion commences budding component Appbcadby of design peramet=ra and proper 02.4 compression nab bracing most be b.tasedyhere aeon. Incorporaeon of component a Me responan:y of Ne Wiring designer. ' -� ].Additional tsmpprary Pacing b insure slabaay during construction 2 Design assumes Nur Pp and boean chards to be tareraey braved at DES. BY: I.IJ Is Ma respenlDdoy of Pe erector.A 00,0,permanent bracing of 2 nono. and st IC, Cpc.re01 PA,uNass braced TNoughout Nob P.M by - NeosnraasbuqureuNens a. of box designer. ree� 000ar.sheaedng(TC)hMlor dryyaNBCl DATE: 7/2/2013 poor ty Wg signer 3.2a Inroad 0 Inns Wternl besting required Where sbaxna. IlAS'a' 4 Fro load should be sodded to any campenentenn eller au bracing end 4.hntaaagen awes b the respensiuby el u.respect...4*ac, 244}yAT.� SEQ.: 5579809 fasteners are completeeMatralvmshoalanyPadsgreeterdun sDeslgnsums.bureasMeto.uedbanon-C0,0%.enbonmem. 24243 design bads be eppbed b any compmxN d ere for sand-bon.of we r. TRANS ID: 372404 5 compuTmahas.coneslover a.assumes mresponse.,brUse n,D„'6„ran Neas,ingaid'..pomrno-..n.snmervndgeu ° O��ECISIEIL� !`LQ fabrication,hand=.ng.shpmem and wtsuson a components. 7.Destro assumes saegm Manage is presided tis' �2' '- This design is fun.hed subj.to the tions set YIIIIINII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII S TPOWTG FEGSI:copies of whkuoR balaNmishedupon request. rth by a Ops co0100.NiNM64 cenlerPalos shall.located on M[nass of muis,eM placed so Pelt rooter / /f� S�ONA1+ : M111111111111111110 pa lATek USA,lnclColyuTaus Software 07.6.5(IL}E I0.ro bs�connecm piste design valves see ESR-n311,ESRAg08QbTea) • 0 • •• •• •• • • • • •• ••• ••• ••• ••• • • •• • • • a •• ••• .• • •• • •• • • • - •.• • • •. • . a • • • •• •• •••• • •• • • • • • • • • • • •• • • • • • ••• •• • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • ••• ••• • • •• •• • • • • • • • IPSO ••• •• • • • • • oleo a • (IIIIIIIIIIIII This design prepared from computer input by JP LUUBER SPECIFICATIONS TRUSS SPAN 20'- 4.5' IRC 2009 UAX UEURER FORCES I10/GDF/Cq=1.00 TC: 204 OF 818878 LOAD DURATION INCREASE= 1.15 I-2=(-1304)489 1.10=(-368) 1011 10.2=(-116)587 BC: 294 OF 0188TR SPACED 24.0'O.C. 2-3=( 0) 0 10.11=(-746) 1929 10.4=(-1027)422 WEBS:294 OF STAND 2-4=(•1019)368 11.12=(-781) 2347 4.11=) .23)447 LOADING 4-5=(.2330) 767 12.8=(-297) 877 11.5=( -106) 87 , IC LATERAL SUPPORT e=12'00.UOII, LL(25.0)001( 7.0)ON TOP CHORD a 32.0 PSF 5.6=)-1025)357 5-12=(-1887)570 8C LATERAL SUPPORT e=12'06.608. DL ON BOTTOB CHORD= 10.0 PSF 6-7.(-1021)350 12-6=( -186)842 TOTAL LOAD= 42.0 PSF 7-8=(-1t67)445 12-7=( •143) 80 - --= B.9.( .59) 94 NOTE: 254 BRACING AT 24•CC U011. FOR LL=25 PSF Ground Snow(Pp) ALL FLAT TOP CHORD AREAS NOT SHEATHED .=..a =_._=====a===.=_.--_.._. LIUITEO STORAGE DOES HOT APPLY DUE TO THE SPATIAL 860811/S UAX VERT UAX HOZ 895 REQUIRED BRG AREA REOUIREUENTS OF IBC 2009 AND IOC 2009 NOT BEING SET. LOCATIONS REACTIONS REACTIONS SIZE ROAN. (SPECIES) OVERHANGS: 0.0' 18.0' 0'- 0.0' •167/ 850V -1631 117H 4.00' 1.38 OF(625) BOTTOU CHORD CHECKED FOR IOPSF LIVE 10A0. TOP 20'• 4.5' -1687 1043V -163/ 117H 5.50' 1.67 DF(625) ••Far hanger specs, -See approved plans AND BOTTOM CHORD LIVE LOADS ACT NON.CONCURRENTLY. Connector plate prefix designators: ICONS. 2:De4ion checked for net1.5 pall uplift at 24'ec soacint.) C,CN C18,0118(or no prefix) =CompuTrus, Inc VERTICAL DEFLECTION LIDITS: lt•L/240,71.11180 U,U2LH5,Y18HS,D16 ULTek YT series VAX LL DEFL=-0.099'@ 9'- 10.2' Allowed= 0.979' UAX TL DEFL=•0,168'0 9'- 10.2' Allowed= 1.306' 4-10-03 5-00 4-00-05 6-06 UAX LL DEFL= -0.011' 0 21'-10.5' Allowed= 0.150' 1 1 _l' DAX TL DEFL= -0.013'@ 21'- 10.5' Allowed= 0.200' 2.07.14 2-02-05 1.03.0(3 -08.15 i 4-00-05 3-01-07 3-04-09 f UAX HO81Z.LL DEFL= 0.024'0 Is'-11.0' VAX HORIZ.TL DEFL= 0.040'@ 19'• 11.0' 2-10-08 This truss does not include any tine dependent ( .( deformation for long term loading(creep) in the total load deflection. The building designer 12 12 11,1X66 12 shall verify that this panaeter fits with the 8.00 8.55 V . 9.55 intended use of this component. B 4�Oe Design conforms to main windforce-resisting y system and components and cladding criteria. '.. 3 Wind: 110 mph, h=25ft,TOOL=4.2,11CDL.8.0,ASCE 7.05, '.. e Enclosed, Cat.2, o'adsS, 3. interior zone, load uration factor=l.6, 8-456 U-1.5x4 Truss designeded for wind loads =ii-4%4 8.506 7,71 in the plane of th8 truss only. 4 "an Qo pplIP 11.2.5x4-9.4x4 9-2,5x4 II-3x6(5) 8-4x10L1-2,5x41 -• .1- . +R 100411hr1� 1 ) I. ,1 air •N�, 2-07-14 6.10-13 4-03.13 6-06 O 0" O 4)-26.1 U 1 1z-66 1 6.64-63 _._ .11.27 NSA, A.J O ` H 20-04-08 1-06 EXPIRES 6/30115 JOB NAME: LENNAR- 2701 MULBERRY E - CH2 P'l0HN 1,. Scale: 0.2970 "��Q s VI ,,/eO, WARNINGS: GENERAL MOTES.unless bmernae nobd: � I.Ouederend eractbn contractor should bo edoised of ell Denent Notes 1.This deal,.n based only bepannaaan shorn and I for on bdh4dual ; 1`, �. �" Truss: CH2 ant Warnings Ware con=bactbn conmenoos, buMng component.Appikabdty of design panm4brs and Grape / 444', O 2204 comprassbn scab boob.mustbe bsneedW..slos5na, bcorponden of canyon.tsmemapansaaly of We beyb,adeswvr 3 a Adawora,....ary bac,,.b ini...,,lydurmgconabucben 2.Deagn...mast.by andboeom chorda b be 1010)-00,ba.0 AI 1 DES. BY' MJ bating ro.F.and at IV•c roepecbnNunbss baud aroughaul...nob by is ma nipoubry of means.)-AddabnalgmmsaM bac of bnuovashaa,by cud/esplAA000dahealbnm,..hvvordrymom(BC) DATE: 7/2/2013 the asane sbubure Is be respons@yy of be buadu.design. 3.IanImps..bidn,,,loaent bracing reou4eavinre eh....a 4�'S 4.No badshoub be appmad to any conponearn,y deaf as bracing and 4.bsbesEenof vs.ssslses nspo GaryIon raspecdva contractor. ^1-24243±eH' SEQ.: 5579810 fasteners an complete am et nobneshouldenybeds gNanrwn 5.Desgnassumes ss amt a ausadin•non-comskeamuonmanr t 24243 design bads be appred to any compaa+K end an fordry con alb'on use. As ,pevf TRANS ID: 372404 5.Compurnas has.cannot over end assumes no respovL2y for Ow 6.D".n......a k."....at ae.....ehmm abm.'...4.a lb `'lu151 labrkabon hood.,ahpma.and nsnbaon of components. 7.Design asriaCeStarsumes adequate Garage b provided. 5.This dasion Is furnished subj.t TPLVW vIBCal,capbsalnvhknrnilaeafwurnishea�pa toque.rth by O. Gleeccsoin[aeua pulite on terIth n'sorwss.and pb<.asamen«nbr 7/1//i ,.`s/."'' ' IIIIIIIIIIIII 11IIIIII 111 MIMI Hick USA,InciCornpoTfus Software 7.6ASP5(tL}E lo. ba kconnstead to paON tted 52 values sea ESR-1311,53R•1155(Wok) •• • • • • •• •• •• • r • • • • • ••• • •• •• • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• - • • •• • • • • • • ••• • • • • •• • • • • • • •• •• • • • a • • • • • • • • • • • • • • • • • • • • ••• • • • ••• •• •• • • ••• • • • • • • •• ••• ••• • • fI p • • ••• 11111111This design prepared from computer input by IIJP LONER SPECIFICATIONS TRUSS SPAI1 20'- 4.5' IRC 2009 BAX UEUSER FORCES 411R/GDF/C11.1.00 IC: 294 OF 6)081R LOAD DURATION INCREASE=1.15 1.2=1.1127)524 1•8=(•374)842 2.0:(.123) 149 BC: 204 OF 4I88TR SPACED 24.0'O.C. 2-3=1 -953) 357 8.91•245)733 8-S=( 0)254 REBS:204 OF STAND 3-4=( -737)252 9-6=(•320) 838 8-41 .70) 72 LOADING 4-5=1 •955)343 4-91 0)251 IC LATERAL SUPPORT 0=12'0C. LION. LL(25,0)IDL 7.0)OH TOP CHORD= 32.0 PSF U-6=(-1124)490 9.5=(-158) 95 BC LATERAL SUPPORT c.12'0C.U00. OL ON B0TT0U CHORD= 10.0 PSF 6.71 -59) 94 TOTAL LOAD= 42.0 PSF == NOTE: 2x4 BRACING AT 24'00 NON. FOR LL=25 PSF Ground Snow(Pg) BEARING UAX VERT UAX HORZ BM REQUIRED BAG AREA ALL FLAT TOP CHORD AREAS HOT SHEATHED LOCATIONS REACTIONS REACTIONS SI2E 00.10. (SPECIES) • ------ LIUITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'• 0.0' -114/ 840A .135/ 13eH 5.50' 1.36 OF(625) , REOUIRE0ENT8 OF IBC 2009 ADD IRC 2009 NOT BEING UET. 20'- 3.0' -156/ 1045V •135/ 136H 5.50' 1.67 OF(625) •• OVERHANGS: 0.0' 18.0' BOTTOU CHORD CHEORD KEDLIVE FOR 10 PSF LIVE LOAD.TOP ;BOND, Zi Oolign checked for nett-5 psf)9Piift et 24'00 spacing, _'For hanger specs. -See approved plans AND BOTTOU CHORD LIVE LOADS ACT IVEL@N:URREIITLY. Connector plate prefix designators: VERTICAL DEFLECTION UNITS: LL=L/240,11.=11180 C,CII,018,CNIS(or no prefix) =CaspuTrus, Inc VAX LL DEFL=•0.031'@ 12'- 4.5' Allowed= 0.967' '.. U,02590,DISKS,616=Ulla UT series DAX TL DEFL=•0.047•@ 12'- 4.5' Allowed= 1.289' DAX LL DEFL=-0.015'@ 20'• 4.5' Allowed= 0.013' 7-10-03 4.06-10 7.11-11 VAX IL DEFL=.0.016'@ 20'- 4.5' Allowed= 0.017' f f l f DAX LL DEFL=•0.011'P 21'-10.5' Allowed= 0.150' • 3-09-14 3-10 4-08.15 4-00-05 3-03-14 6AX TL DEFL=.0.013'@ 21'-10.5' Allowed= 0.200' ,, q - f ..- f f T UAX HORIZ.EL DEFL=-0.012.9 19'- 9.5' • 12 12 UAX Q e.Do HORIZ.TL DEFL= 0.020'9 19'- 9.5' V U-4x6 00 U•608 8. S 4 This truss does not include any tine dependent /� deformation for long tern loading)creep)in the 4' total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. Design conforms to•aln wlndforce-resisting U.1.5x4 \U-1.5x4 system and components and cladding criteria. • mind:110 oph,h=2511,TCOL=4,2,691e6.0,ASCE 7.05, Enclosed, Cat.2 Exp.', MFRS, interior zone, load duration factor=1.6, _ Truss designed far wind loads in the plane of the truss only. • o \ 1 / ro 9-4: leo (>r; •) G7/ I @.`all -'ao C 1.. d 9 f'�'6 0 �45�D PROFFss U-306 U-3x8 U-3x6(S) U-2.5x4 U•3081 C. ��,('1NFtc•• Uy 3- f I '. l� I, ,..�,��s r1 7.06-02 5-04-00 7.05.14 1 • 1 3- 1 OR eiN 9-10-08 10-06 4'G NI' Z- 1 20.03 _......._.-_ 0-01-08 • -9G�O<Y26.1��,`V ". ;- 3 A.. - 7/Z//3 20-04.08 WEDGE REQUIRED AT HEEL(S). 1-06 EXPIRES 6/30115 • JOB NAME: LENNAR- 2701 MULBERRY E - CH3 ,P•w0�`1N,a Scale: 0.2970 .!]�:� WARNINGS: GENERAL NOTES,unless othemisa noted. it�1 `A Pr.., 0 ' 1.Budder and contractor should be advised of a.General Notes 1 lnh design b based only open the parametenehewn and is ler annanunoal iv, 1'l J. �" Truss' CH3 and Warnings before construction commences t=am,,mnswnenl.Apperabs+x ad.sgn wramehrs and P , I '\4 ; 9 2.224 compasscn we.bracing must.installed.,neve shows r. uRorporaton&component hthe responsmsly au.bua.np signer. •y S.Additional temporary bracing b Insure...yds.construction 2 Design asa,mwalM mP and menem awNsb be laterally bawdet ��J1/ ± DES. BY: EU Nth.reaponvbaty of the the....Adamna,pemv,xntmachgot roc am•t1U•ocrespsn•..uaess braced th,eugho&theb length by III- ' • DATE: 7/2/2013 the emaism,cturehlharasponsbedyelthe blaldingdesigner D 2sh..bal0000thk‘i 1leraIOn 0000aerequ�kodvA, •:O"�'�eq /--1 4.Ito bad should be applied to any component unttOer all bracing and 4.Insheauon of buss a Me respooeuaey of gun r=apes:..contractor. =r i0.. SEQ.: 5579811 Ina Wets the template and etnelima thaubany bads greater than 5 Mtlgaansumusbu.ee.Mtn 100 0eediaromcmmeheenvaanment 2424314 design lods be apt..m any component a reassumes r rye mains el es. TRANS ID: 372404 s con,,,,,,,,,,, o,.troloeer.nd.s.mesm„..pomibntybrthe 8 Design MIbearingatatsupportsshown Shine ormidge 4 ',p .:lbSIVt B. • 1design honer. h� li ds elect to M.finaant and wn.fset by a Design sh�sea tie on bon Isusohm and phc.e so...reef 7 r1 •:`st0NAL II II VIII I I VIII VIII II II VIII)III)III TPOWTCA In BGS)copies orwDkh w0 ba furnished upon request. 9 ants...do nith Diggs Inc..site npbp in inches. !l L / a- " .j 7ATek USA.IncJCompuTns Software 7.6.4SP5(1L)-E no For be sk connector piste design values se.ESR-1611.ESR-19e6 0.13Teto • • •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • •• • • I I ► • • • • • • • 0 • • • • • • •• - • • • • • ••• •• • • • • • • •• • • • • • •• • • • • • • • • • • • a • • • • • • • s a• • • • ••• • ••• ••• f • •• •• • • • • • • • ••• ••• •• • • • • g • ••• • a BUMIII This design prepared from computer input by Y JP LUMBER SPECIFICATIONS TRUSS SPAN 20'• 4.5' IAC 2009 UAX UEUBER FORCES 485/GMF/Cq=1.00 • IC: 294 DF 018878 LOAD DURATION INCREASE=1.15 1-2=(•1127)655 1.10=(•476)842 2-10=((-123) 119 BC: 204 DF 1188TR SPACED 24.0' O.C, 2-3=(-953)500 10-11=(•372) 733 10-31 0) 254 WEBS: 204 OF STAND 3-4=1 01 0 11-9=(421)836 10.6=( -66) 102 • LOADING 3-61 -737)378 6.111 0)251 TC LATERAL SUPPORT r_12'OC. UOU. IL(25.0)051) 7.01 ON TOP CHORD= 32.0 PSF 5-61 0) 0 11-7=(-139) 95 BC LATERAL SUPPORT o=12'0C.U011. DL ON 80TT0U CHORD= 10.0 PSF 6-7') -955)485 • ___:...-::___.:--------a---------,,. TOTAL LOAD= 42.0 PSF 7-8=1.1124)622 8-8=1 -59) 94 NOTE: 294 BRACING AT 24.0C UON- FOR LL=25 PSF Ground Snow(Pg) ALL FLAT TOP CHORD AREAS 110T SHEATHED ----- - LIUITED STORAGE DOES 110T APPLY DUE TO THE SPATIAL BEARING UAX VERT VAX NORD BRG REOUIREO 8RG AREA REOUIREUENTS OF IBC 2009 AND IRC 2009 110T 8EING BET. LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) OVERHANGS: 0.0' 18.0' 0'- 0.0' -178/ 649V -182/ 98H 5.50' 1.36 OF(6251 • "For hanger s ccs, -See approvedplans BOTTOU CHORD CHECKED FOR IOPSF LIVE LOAD.TOP 20'- 3.0' -220/ 1045V -182/ 98H 5.50' 1.67 OF (625) P pP AND 80TTON CHORD LIVE LOADS ACT NON-CONCURRENTLY. Connector plate prefix designators: CQ(6,2: lesion checked for net(-5 osfl uplift at 24'pc spacin0.1 C,CA,C18,0118(or no prefix)=CoopuTrus, Inc U,02000,918H5,S 16=Mink UT series 0-06-10 VERTICAL DEFLECTION LIMITS: I1.=L/240, 71.=L/180 1`'i UAX LL DEFL= 0.043' @ 7'-10.5' Allowed= 0.987' 9-10-03 0-06-10 9.11-11 OAT IL DEFL=-0.047'0 12'- 4.5' Allowed= 1.289' VAX LL DEFL=-0,015'0 20'- 4.5' Allowed= 0.013' f T f f UAX TL DEFL=-6,016'@ 20'- 4.5' Allowed= 0.017' 3.09-14 3-10 2-02-05 2-02-05 3-10 3-03-14 OAX Ll DEFL=-0,011' 0 21'- 10.5' Allowed= 0.150' f--- - f f f f- f 1 f UAX TL DEFL=-0.013'@ 21'- 10.5• Allowed= 0.200• UAX H09IZ.LL DEFL=-0.015'0 19'- 9.5• '. i 7-10-08 r 8-00 SAX HORIZ.Tl DEFL= 0.020'@ 19'- 8,5' t2 12 This frau doesfor not include any tine dependent ' ` deformation for long tern loading(creep) in the 6.00 !1.4x6 -608 Q 8.00 shall load yathattthi, are building dwe hnth shall Verify that this parameter fits with the i. Intended use of this component. 40 i • Design conforms to main windforce-resisting system and components and cladding criteria. , 11.1,554Wind: 110 mph, h=25ft,TODL=4,2,BCOl=6,0,ASCE 7-05, U-1.5X4 Enclosed,Cat,2, Exp,B, SUERS, interior zone,load duration factor=1.8, // Truss designed for wind loads in the plane of the truss only, 0r.- Ok PR. 6:9 N 1--d wa a^ 0 ism p. If 0 11-3x6 8.3x8 U-3x6(8) 8-2.504 11-38878'N o �� k� � • � -`. 7-06-02 5-04-08 7.05.14OR •N I �, y WEDGE 0880I900 AT HEEL(8), ✓ 4 4"2641 • 9-10-08 10-06 0 6 ,°' O / 20-03 0-01-08 L. 4.JOH6\'\''!!3 20.04.08 1-06 EXPIRES 6/30115 JOB NAME: LENNAR- 2701 MULBERRY E - CH4 Scale: D.2390 49P•W0Ni°%' . WAFMI10Sr GENERAL NOTE.unless 06,000 noted. a A Q 1.Budder and erection 00,OEler shoal be advised of as General!toles I.This design Is based onto uponm»parameters ehonn and 11 For an ndMduai ; i1t ), le„ Truss: CH4 and Wmmngsbesamconstrucmn<om,gnm. Wedaq<empenent.APpn<aaTyofdesignparametersandproperg.r • t px 2.2x4 compassion neo bracing mast a Instated MOM sham S. Inoemenxon of component IS the nw.n.Rpry a the bu.xng tees n a.Additional temporary Pacing to Nsura araM.ry during construction 2.Deagn assumes dsa bp and halloo<homslob laterally braced at v DES. BY: A1J rscandel,.. n„pe<w,,,, swawd mroaghemuwa Nngn my / Is wsponsgxdry al. Add<brol permanent bracing el cehnuous sea00, has.co,,.aheaung(rC)and.drymntecl DATE: 7/2/2013 Meoerob S.M bMensponsmr4reluahuddgdngnerImpact ugeg« Pacing r" 3.zxi an sof:as *.. 4.no load should beedgc dtoanycomponentantsanterallbracingand 4.Installation of MosIs.reape aeasyofu»raspacbvacontractor .,f/.7 :4'` SEQ.: 5579812 fasteners ere cempkeand al.tin should any bads greal«gen s Desgna„ame Mose,are tobeused nanen<«meNe•m4ranmant 24243 design bads he appeed to tiny co oral end are ler'dry cendtbn•of use. TRANS ID: 372404 s.urlpuTmshas nopnbmover and seamesnoresew....1ykr. a D..1nasswse'Nsaeam0«aeaup000afhnsn wkmersledge e 1 0 ;15M- •' fabrication.handgng sh'pmentand Nslaeaibn 010000onenls. T.oe0InsryWm. s adequate Page's p0adsd sf/OIVAL � S.The design is furnished subject tote fmtbuons set loth by a.Plates shoe be boated on beds laps of bus,and placed so their canter " 1111'' TPWVToAIn BCSI,capes Pettish nO be furnished upon request. emscoidcate Pee oMcen«rfma. IIIIIIIVIIIVIIIVIIIIIIIIIIBIIIIIIIIII ABTekUSAInclCaryxiTusSofAvare7.6.4SP5(8L}E 1O.0.Farbaa<conmb of rgabdeSgnrebeesae ES9-1OII,EOR-IOUANNTak) 7/i/I, * 1 S. • • • • •• •• • • , 1 • • • • • • • • • • • • • • • • • • e •• • • • • • • • •• • ••• - * • • • • • • • • •• • • • • • • ••• • • • • • • •• • e • • • • •• •• • • • • • • • • • • • • • • • • • • • • * • • • ••• • • • ••• •• •• • • ••• ••• • • • • • • •• ••• ••• • • • • ((II • • ••• • III�INIAp 11 This design prepared from computer input by BBB IIJP LUMBER SPECIFICATIONS TRUSS SPAN 3'- 0.0' IRC 2009 VAX BERBER FORCES 49R/GDF/Cq=1.00 IC: 2x4 OF @ISBTR LOAD DURATION INCREASE=1.15 1-2=(-66)94 2-4=(-77)0 BC: 204 OF 0I38TR SPACED 24.0'O.C. 2.3.(-85) 69 I j TC LATERAL SUPPORT<=12'0C.UDR. LOADING BC LATERAL SUPPORT a.12'OC.MON. LI(25.0)001( 7.0)011 TOP CHORD= 32.0 PSF BEARING VAX VERT VAX H092 695 REQUIRED BRG AREA 1 DL 011 BOTTOU CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS S12E SO.IN. (SPECIES) 1 OVERHANGS: 18.0' 0.0' TOTAL LOAD= 42.0 PSF 0'- 0.0' -73/ 404V -77/ OH 5.50' 0.65 OF(625) Connector plate prefix designators: I'- 10.9' -31/ 74V 0/ OH 1.50' 0.12 OF(625) Connector plate (or no prefix)ig LL=25 PSF Ground Snow(Pg) 3'. 0.0' -17/ 25V -77/ OH 5.50' 0.04 DF(625) =CoapuTrus, Inc 0,U2OHS,B18HS,D16=ViTek UT series HUTTED STORAGE DOES NOT APPLY DUE TO THE SPATIAL FOND.2:Denign_OheckedJor net(-LLpa1)uplift at 24'Bc ipA9illgJ REQUIREDENTS OF IBC 2009 AND IRC 2009 NOT BEING VET. VERTICAL DEFLECTION LI6ITS: LL=L/240, TL=L/160 BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD.TOP DAX LL DEFL a-0.011'6 -1'- 6,0' Alloyed= 0.150' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 000 TL DEFL a-0.013'@ -1'- 6.0' Allowed= 0.200' 1-11-11 UAX LL DEFL= 0.000'0 0'- 0.0' Allowed a 0.028' UAX TL DEFL= 0.000'0 0'- 0.0' Allowed= 0.038' MAX BC PANEL LL DEFL= 0.005'@ 1'- 5.1' Allowed= 0.104' SAX BC PANEL TL DEFL.-0.005'0 1'- 6.2' Allowed= 0.139' 12 6.00 UAX DORI2.LL DEFL= 0.000'0 1'. 10,9' UAX NORM TL DEFL= 0.000.0 1'- 10.9• This truss does not include any time dependent deformation for long tern loading(creep in the total load deflection. The building designer al _ inter verify that this pponenter fits with the intended use of this component. Design conforms to slain windforce-resisting systen and components and cladding criteria. / o Wind: 110 mph, h=20ft, TCDI=4.2,BCOL=6.0,ASCE 7.05, 72 o Enclosed,Cat.2 Exp.B, OURS, Interior zone, load duration factor.1.6, Truss designed for wind leads ^o in the plane of the trues only. 41 1 F�4 y 11.2.504 I `sO PR0iTs. �' ty�'1NfiF;S/'' 1-06 1.. 3.00 •1 OR ••N f880VIDE FULL BEARINO:dtst2.a,4: p9 G4)'26. 9�AV2 G70A.JONNc'711/13 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - CJ1 ANY Vi . Scale: 0.6937 W WARNINGS: GENERAL NOTES,unlessothemwa noted. Q a� A 0 1.Buedor and orett,on contractor should be adwlsed of as General NaSS 1.Thisdesiwi is basad only upon Na parameters shown and Is?wan i,drMMual / 1I. ,A 4.' Tt'uSS: CJ1 and Warnings before cwnwcmn commences. beumg component.App&ebsy a design wramaten and prow �� VII. 0 2.NI compression tab bracing must Le Installed shoo.*hood•. bosPeolbn of compenenns Ent re*ponamnty of dw burkEg designer. ,}i f 3.Adddle,unemporary bracing b insure Moiety du,bq censta=len 2. coocontinuous sheathing b as prated shunng(TC)aura dr waSBC). • DATE: 7/2/2013 Heo.,nsabdmre Is the r.spombaay of the bu!dg d.Mlgner. 3.2xImpactbr1ghg viral Wang pOred.sreehowd,•• W" dRo roadshow be weed b any component anti allot en booing and 4.hunaaen of truss Is N.tosponM of the ..con ' +2 SEQ.: 5579813 ?astmounco.!.and etnotime shoubany bads greater Son 5.Design aseones.o.aore toLeu d:,enemoorrenserm'ron.nb 24243 design bads Le append b any component d are tor.-dry candtbn of use. TRANS ID: 372404 5 Co puTrushasnownbatovxandassumesneusponsLRyfor. 6'DT'S^64v ".aringOs,ornnedsshann.8h norvndge6 t lb RftiS LO faedcaron.nava"env.furnished to m tallaonr,An.te a ns set forth 2.w,.qo i be located on drainage n smiled. �p 6_Too rogn BLnThis design Is is edsubl�M1kM1x ahmiheuuph,,.w.st B Naelates shall hrc,denon°„,wN�ces of tints.and placed so then c«ner �JZ`,5 ,�`}r J'IAL ,; IIIIIIIVIIIVIIIVIIIVIIIVIIIILIIIIVIII 0.6100 SA Inc7CompuTnnSoMWdre7R4SP5(IL}E I9. nas basisc000nono�of pltedeSon values.e.E6e.1311,Eon-txEnParfet) • •4 i• •• f • • i •• • • •• •• • • • • • S ••• • • •• • • • • • • • • • • • • • • • • • • • • • •a • W • • • ••• •• • • • • • • •• • • S • • •• • • • • • • • • I • 0 • • • • 0 • • • ••• ••• f • f• •• • • • • • • • • •w• ••• IS • • • • • en•• • • IIIIIIIIIII This design prepared from computer input by •• JP • LOOSER SPECIFICATIONS TRUSS SPAII 3'- 0.0' IAC 2009 UAX UEUBEA FORCES INR/GDF/Cq=1.00 IC: 2x4 OF 8106TR LOAD DURATION INCREASE=1.15 1.2=(-66)94 2.5=(0)0 BC: 2x4 OF 810006 SPACED 24,0'O.C. 2.3=(-73)52 • 3-4=(-61)43 IC LATERAL SUPPORT a=12'0C.UON. LOADING •. BC LATERAL SUPPORT 00 12'0C.SUN. LI(25,0)a0L( 7.0)ON TOP CHORD= 32,0 PSF OL OH SOTTOU CHORD= 10.0 PSF BEARING SAX VERT UAX HOAZ BAG REQUIRED BPS AREA OVERHANGS: 18.0' 11.7' TOTAL LOAD= 42.0 PIF LOCATIONS REACTIONS REACTIONS SIZE 50.19. (SPECIES) 0'- 0.0' -71/ 3810 .84/ OH 5.50' 0.61 OF I 625) Connector plate prefix designators: LL=25 PSF Ground Snow(Pp) 2'- 9.2' -24/ 34V 0/ OH 5.50' 0.05 OF(625) C,CN,CI8,C4118(or no prefix) =CoopuTrus, Inc 3'- 0.0' -46/ 177V -84/ OH 1.50' 0.23 OF(625) U,U2OHS,UIBHS,U16=SiTek UT aeries LIUITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL •• RFOUIREUENTS OF IBC 2009 ASS IRC 2009 1100 0EI00 SET. ;CORD, 2: Design OPIOURp_for 1001.5 oefl uplift at 24'o0._1pai90J p 12 BOTTOU CHORD CHECKED FOR IOPSF LIVE LOAD.TOP VERTICAL DEFLECTION LIU1TS: 11.11240,TL=L/100 • 9.0017 AND 600100 CHORD LIVE LOADS ACT N01-CONCORRE11/LY. UAX LL DEFL--0.011'@ •I'• 6.0' Allowed= 0.150' . -, UAX TL DEFL= •0.013'9 .1'- 6.0' A130•aed= 0.200' SAX LL DEFL= -0.002'@ 3'.11,7' Allowed= 0.097' UAX TL DEFL= -0.003'@ 3'•11.7' Allowed= 0.130' UAX IC PANEL LL DEFL= -0.010'9 1'. 8.4' Allowed= 0.197' _ UAX TC PANEL TL DEFL=-0,010'@ 1'• 8.4' Allowed= 0.295' 3 VAX HOAI2. LL DEFL= 0.000'0 0'• 5.5' UAX HORIZ.TL DEFL= 0.000' 0 0'- 5.5' • This truss does not include any time dependent " op dnforeation for loop tern loading(creep) in the total load deflection. The building designer c shall verify that this parameter fits with the intended use of this cooponent, oa Design conforms ne pain d cladding Criteria syaten and cosponentn and cladding criteria. /, Wind: 110 mph,h=25ft,TCDL=4.2,8COL=6.0, ASCE 7.05, Enclosed,Cat.2, Exp.B, MRS, • t interior zone,load duration factor=1.6, • c Truss designed for wind loads o in the plane of the truss only. 1 rdillill. • • 11-2.5X4 1"6 PROFESS !� 4.,etNFF• . '' Er J. • • 1-06 3-00 b 0-11-11 f AOR e•N PROVIDE FULL HFARIHG:JisLl,3,31 wo9b = 0:2, (•21 �V . • G • *� N ,JO 7/47/3 EXPIRES 613065 •• JOB NAME: LENNAR- 2701 MULBERRY E - CJ2 Scale: 0.7137ti9P'w0NA'i WARNINGS: GENERAL NOTES,unless othemise noted. ilk, O,�P" 1.Budd*,end eredron comactorahoua be advised of el General Notes 1 Thwdesign5ba ed only upon the pararmkrsah=v.n and Is for an individual ! � L^' • Truss: Cis�2 and wamspa bekre c,o09,en comn.naa buxa,a myon bAps+xabay oraoagn parameters dna proper V/ ,i 2.2+4 compreaonn'nob bracing must be ssstaead where shotes. „roma r component a the tosponsney of the buaLp designer 'L/>'} ',> 'Z 2.Aadmolwl tempwan nra<mo M Mwr.Staa�ty ambq conwuctan 2.Dation the lop and bonen chords to M latently braced at • DES. BY: MJ mthe ns nsb of the erealor.:050 l permanent bran of 2a maims,. ea .. u�aEvyPo ssaaa9(7G)alnwthewall(Bir by .-4:*:', ./r w oda' ebn4 sin ,°m„ hging or lateral a0'. v.hore showwary...stec). DATE: 7/2/2013 the load shored be structure to a,ci component unfit MSynr 2]almpaan of truss m theresponsary et.vhere.bevm+• �'4¢4.oaks.ateter applied no comfwnmt wuanar•IaacuL 4.00090 enef Wssle00*Ile.Ia erne¢epeew.ro environment. "�X243 SEQ.: 5579814faslamrsuerompbteaMalnoertnshouwanYkads9maNrWn e.Gaa10naaagm.atm,e<a..ana.,.da,.nnnanrrow..ma,enment. 14243 design roads be approd w am component. d are for'dry condition.o/use. ) .� R FQ L TRANS ID: 372404 5.HompuTme has noconuotover and assumes nores.p0ronylot uw 6.00510'erysu0l.tuab0,M0aaesupfwdsshmtn.5himorxedael Q k4(STER • fabrication,handgng sNprmMa0,c en0n xon of components. 7.Desq n...drainage k prondea S/ONALVA ' 6.This design la furnished subject toaw fan4eons set bp0 by I.pia hal be Waled on both laces of Was,and placed so thea anter 7//// � ) I IIII�I III I I VIII VIII II IIIIIII IIII III If CAN SCSI.wpNoTnun S r be 7.6,4-upon request ran Maid oh oM center 008 /1/!� 9.DSOs MEa t o f 01818 M Mchaa. I M19Tek USA,lnelCompuTfus Software 7.6.4SP5(iL}E 10.For k r plate design values see ESR-1211.ESR-198a(RUDA) •• • • • 5 0• •• •• • r • • • • • • • • • • • • • • • • • • • a •• •• • • • • • • •• • • ••• • • • • • • • • • • •• • • • • • • • ••• • • • fr • • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • 1i. • ••• • • • •••• •• •• • • ••• ••• • • • • • • S• ••• a5 • • • • • • ••'m • 111111110 This design prepared from computer input 6y AN RN JP • LUUBER SPECIFICATIONS TRUSS SPAN 5'-11.7' IRC 2009 SAX SEU805 FORCES 469/0OF/Cq=1.00 TC: 2x4 OF 911870 LOAD DURATION INCREASE=1.15 1.2=( -66) 94 2-5=(0)0 BC: 2x4 DF 91SBTR SPACED 24.0.0.C. 209 1 .3=j--69) 149 TC LATERAL SUPPORT<=12.00.SON. LOADING BC LATERAL SUPPORT<=12'OC.00N, LL(25.0)40L( 7.0)ON TOP CHORD= 32.0 PSF DL ON B0110S CHORD= 10.0 PSF BEARING SAX VERT MAX HORZ BOG REQUIRED BRG AREA OVERHANGS: 18.0' 0.0' TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 10.1N. (SPECIES) 0'- 0.0' -70/ 389V -110/ OH 0.50' 0.62 OF(625) Connector plate prefix designators: LL=25 PSF Ground Snow(Pg) 2'- 9.2' -21/ 284 0/ OH 5.50' 0.04 OF(625) C,CH,C18,CRI18(or no prefix) =CoapuTrOs, Inc 2'-11.2' -84/ 2100 Of OH 1.50' 0.27 OF)625) U,U20N5,U18HS,O16=Web ST series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'-11.7' -52/ 87V -110/ OH 1.50' 0.14 OF(625) REOUIREUEOTS OF IBC 2009 AND INC 2009 NOT BEING SET. BOTTOS CHORD CHECKED FOR 107SF LIVE LOAD.TOP WIND. 2:Design checked for Det(-5 asfl uplift at 24'ac 6aaoina. AND BOTTDS CHORD LIVE LOADS ACT NON-COSCORREIITLY. VERTICAL DEFLECTION LIMITS: LL=1./240,119L/180 4 - MAX LL DEFT=-0.011' 0 -1'. 6.0' Allowed= 0,150' VAX TL DEFL=-0.013'0 -1'- 6.0' Allowed= 0.200' SAX BC PANEL Ll DEFL= 0.006' @ 1'- 5,1' Allowed= 0.104' • 12 ' MAX 8C PANEL TL DEFL=-0.006' @ 1'- 5.1' Allowed= 0.139' • '. 0.00 SAX HORIZ. LL DEFL= 0.001'9 0'- 5.5' SAX HORI2, TL DEFL= 0.001'@ 0'- 5.5' This truss does not include eny tine dependent defamation for long tern loading(creep) in the total load deflection. The building designer shall verity that thin parameter fits with the ,a intended use of this component. 3' o 4 Design conforms to main ree-resisting system and components andd cladding criteria. `r Wind:110 mph,h=251t,TCDL=4.2,BCDL=6.0,ASCE 7-05, Enclosed, Cat.2 Exp.B, SUERS, interior zone, load duration factor=l.6, • • Truss designed for wind loads in the plane of the truss only. A- o epri San-=-41 U-2.504 44y��pPROF�css� 1 • ✓OR O•N e, 5 J. - 1-06 3-00 2-11-11 / 0 Gtt'26,ti9�,t0= )79001 E Foil BEARIIIG:Jts:2.5,3.41 G�°A.JOHNS 7/Z//i • EXPIRES 6130115 •• • • JOB NAME: LENNAR- 2701 MULBERRY E - CJ3 , P' tib W0HNJ, .I YIARMigS: GENERAL NOTES,ante.eb•nrise noted: 1, a14 e A 94. I.auadets.a,edwn mh0uwsheub 6e advizedaf as(knead Nobs I.This design N based.,uponlne paramten thaws and life,an FA0A el 1 / 1 O Truss' CJ3 and warnings helmnonsaamon comment=s. nt APpoah el&sgn parameter,ndnprop ' 2.214 compression..bating must M Installed xher•°Mnn.. rpor componentp:manly goer. 3.Add4ona11•mporary bacaybinsu bbLy duMgtannslrvt9en =Dasgn s tM by and Mmom cMrdsb MDtarary kaaMtl A, DES BY: kW tea.ren a fe..m<br Add i bran t re.c.M thea painpeceVeh aNa.6mud6,nugMutemnbngsh by pens yo v pmumN bracing ronMuvusaMaN� nos plyawoe wed 0t(rc)mer«eryvagmq. 1 DATE: 7/2/2013 me overall abiteare is.r•aponsay IIMMldng d•sgn.r. 3.Iii Impact bridging Latera dazing read.91tete sh«,an• qf7 za7.. SEG.: 5579815 4 4.lbbad6MubM I.t.e,tean7domponentmei after all bracing and 4.NataWlbnoftwsamavr•sponsmayatawnspecth•contracbr. lasb-..,.tommete and at no time aheub any bade greater mzo 5.Design mum.Wes.are to b used h•non-corrosive environment. 24243 b sign bads Oa eppead b any dompono.. and ere tor'dry condi.'of usii. �.a TRANS ID: 372404 s.Campufmshasnocon6aaverandassumesnorespensany9rw e.'"9... ."1"..galaesap,...o.m.abmorV..ep•a _ 0�� lSIEti� a fabric=nan,boMang.alxpment ardhslaaaeon of components. 7.Design essumas adequate drainage h provided. CSaP/CNAI,� �- 6.T isde Ab BCSIh,copksubject to dte.Nmts set edforth r.w.zt. 6.Plates shuagbeteca.ono=lnces al...ad about.nen center ���`�� 1111'1118fIIN1111ff11111111111111111111U1 92nasu,c d.,pt.eb�ha r f1BT¢A LISA,IREJCOTp11TN5 Software la.Digds ikrote size rplate•ancVabes s•e ESR•1811.E6R-1985(I.ln•k) r a • •• •• •• • • • • •• ••• ••• ••• ••• • • •• • •• • • • •• •• • • • • • • - ••• • • •• • • • • • • • • • • • • • • • • • • • • • •• '.. ` • • • • • ••• •• • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • ••• ••• • • •• •• • • • • • • • ••• •••• ••• •• • • •• • ••• • • 111111111111 This design prepared from computer input by JP LUMBER SPECIFICAT1011S TRUSS SPAM 2'- 0.0' TAC 2009 UAX OEOBER FORCES 48RIG0F/Cq=1.00 TC: 2x4 OF 818819 10AG DURATION INCREASE=1.15 1.2=(-66) 94 2.42(0) 0 BC: 2x4 DF 116BTR SPACED 24.0'0.C. 2.3=(-78) BO TC LATERAL SUPPORT c=12'0C.MON. LOADING BC LATERAL SUPPORT 4=12'00.0011. IL)25.0)001( 7.0)ON TOP CHORD= 32.0 PIE BEARING VAX VERT UAX HORZ IRG REQUIRED ERG AREA DL 011 BOTTOM CHORD• 10.0 PSF LOCATIONS REACTIONS REACTIONS 812E 00.10. (SPECIES) '.. OVERHANGS: 18.0' 0.0' TOTAL LOAD= 42.0 PSF 0'- 0,0' .85/ 429V .57/ OH 5.50' 0.69 OF(625) 1'- 9.2' -73/ 28V 0I OH 5.50' 0.05 OF(625) Connector plate prefix designators: LL=25 PSF Ground Snow(Pp) 1'- 11.7' -371 42V -57/ OH 1.50' 0.07 OF )625) C,CN,OI8,CH18(or no prefix)•CompuTrus, Inc U,620NS,VItHS,M16=Buck UT eerie. LIDITE°STORAGE DOES NOT APPLY DUE TO THE SPATIAL blip.2;Design checked Tar netl3Elil-NPlift at 24 be soacfnq,l REOUIREUENTS OF IBC 2009 AND IRC 2009 NOT BEING DET. VERTICAL DEFLECTION LIMITS:LL=1/240, TL=LI180 ADTTOU CHORD CHECKED FOR 0PSF LIVE LOAD. TOP DAX LL DEFL=-0.011'@ -I'- 6.0' Allowed= 0.150' AND ANTON CHORD LIVE LOADS ACT NOH-CONCURRENTLY. VAX TL DEFL•-0.013'@ -1'- 6.0' Allowed= 0.200' MAX TC PANEL LL DEFL=.0.004'0 1'- 1.5' Allowed= 0.114' 1411-11 VAX IC PANEL TL DEFL.-0.004' 9 I'- 1.5' Allowed= 0.171' UAX HORIZ.LL DEFL. 0.000'@ 0'- 5.5' 12 VAX HORIZ.TL DEFL= 0.000'0 0'- 5.5' 8.00 p This truss does not include any time dependent deformation for long term loading(creep) in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this conponent. Design conforms to Dain windtorce-reeiattnp cystic and components and cladding criteria. Wind: 110 mph, 11=2011, TCOL=4.2,11COL=6.0,ASCE 7-05, Iii wrEnclosed, Cat.2,Exp.B, MFRS, o interior zone,load duration factor-1.6, Truss designed for wind loads c in the plane of the truss only. h-F 0 o - 11-2.5X4 , PROP. ki N .tit'' 1 IA6 k i ) V 1.06 2-00 a,OR taN�q) (PROVIDE FULL BEARING:Jts:2.4.31 O� G0-26fs`9 �(_ EXPIRES 6130/15 • • JOB NAME: LENNAR- 2701 MULBERRY E - CSJ1P w ANN �. Scale: 0.6941 4 s f i'......, WARIJNOS: GENERAL NOTES,unless othemise noted: e 1.Bleeder end erection toreador shoubba advised of el Gomel Notes 1.This design Is based only Wan the ammeters shorn end is la an individual ; its : �' Truss• CSJ1 end wambgsbeforecons00,0 be building camponenl.Appscaa7:yofdeawnparametena,wproFm / i O 2.2s4 compression rob butte,'must be Instated when shorn a. Incorporation of component is lM responsa:ary of the buidnm designer. ' .4 2.Addwonal temporary bating b Insure atab:ly dung construction 2 Dsgn assumes the toe and bottom chordate M telerany bawd et - DES. BY' 61J Htheresponsen of Meerut..Aadaonal nl bras f 2ac.•noe IV oc teepecora,,untesa brand Nraugheut.4 length by ry pamum bracing nnngoua slwathge has plyc dahealhng(TC)c ordireaWSC) ,i DATE: 7/2/2013 Meoveralsbewreis the nesponsibrryofthe bwdingdesgner a 2s Impact bridging such as where shorn•• ,f1.i4W- t 4.No bad shorld be reported e. ed to any rpWelle,onent el e ,all ls bracing and 4.Meta ..of Wes b Not respo bLy of tho respective contractor. SEQ.: 5579817 fasteners ere comp eandatnotimeshouldanyMadegreaterthan 5.DSlgn assumes messes are bbetit.Manen-coreosinenvironment. c 24243 TRANS ID• 372404da sten bads be appud to any eomp=n.a. and are for eond.n'of use. 5.C.mpuT,us has rw co1401 over and e.t.a no respons®aty foray s.Dago a ssumeslumbeadng'""..''shOrm.SMnorn.dge l 'T'QlplSIE1.� Iab,ica.n.hand;ng shipment and installation.f components. 7-Desgn ass..adequate manage Is provided ..1' L :;" �IUII V a.This desgn Is furnished subject lo the Fr-relations set forth by m.Rata,shall be bested on bothlens of trusa,end placed tie Bor ten., 1�Zf�9«. IIIIIII�IIII�IVIIIVIIIVIII 111111(III ABTekUSA I CKORpmTN9SORvere764SP5(1L}E request. 9.Ciebas O.F rbasiccononstre ofecM oleledesign values ate ESR-1af1.E3R-1930Man) I. • • • • •• •• •• • 0 • • •• • •• •• • • • • • • • • • • • • • • •• •• • • • • • • • •• • • ••• • • •• • • - • • • • • • •• ••• • •• • • • ••• • • • •• I • • • • • •• • •• • • • • •• • • • • • • • • . . •• •• •• •• •• • • • ••• • • • ••• •. •• • • ••. ••• • • • • • . •• ••• ••• • • • �In • • ••• • 1E11111This design prepared from computer input by I1 B JP LUUBER SPECIFICATIONS TRUSS SPAM 40'- 0.0' Imo.2:Deitan checked for net(3 psf-l—Oplift at 24•oc snacing,] TC: 2x4 OF 119879 LOAD DURATION INCREASE=1.15 BC: 204 DF 018870 SPACED 24.0' O.C. Design conforms to main windforce-resisting system and components and cladding criteria. TC LATERAL SUPPORT<a 12'0C.Elsa. LOADING BC LATERAL SUPPORT<=12.0C.U011. LL(25.0)•DL( 7.0)ON TOP CHORD= 32.0 PSF Wind: 110 mph, h=i5ft, TCDL4.2,B0L=6.0,ASCE 7-05, OL ON B01100 CHORD= 10.0 PSF Enclosed,Cat.2 Exp.B, MFRS,Unbalanced live loads have been TOTAL LOAD= 42.0 PSF interior zone, load duration factor=1.6, considered far this design. Truss designed for wind loads Connector plate prefix designators: LL=25 FOE Ground Snots(Pg) in the plane of the trues only. C,6t1,Clt,C11IB (or no prefix(=CoopuTrus,Inc UNITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gable end truss on continuous bearing wall Doll. 1 i,020H5,1118R5,t16-U0Teb UT series REOUIREUEIITS OF IBC 2009 AND IAC 2009 HOT BEING NET. 11-1x2 or equal typical at stud verticals. Safer to ConpuTrus gable end detail for 1101400 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP complete specifications. .. AND BOTTOU CHORD LIVE LOADS ACT 000.CONCURRENTLY. • • ( 20-00 / 20-00 f 10-06-03 9.05-13 9.05.13 { 10-06-03 12 116.404 12 4.00 a 4.00 8.3x6(8) 8.3x6(8) =A n ....................._...._.,...._._.,-.,,.,.,. fa /111111 sfo , .: .,, ,, , ,___ . _ > _ _,_ ai� 8-3x6(S) 8.2.5x4 C) 4Q `Na2 9G/ ,`U � ya� AJON /20.00 20•00 2 1_—1 1•oo 40-00 .._. i ai=1.-EMONS JOB NAME: LENNAR- 2701 MULBERRY E D1 � PJ� y� N � . Scale: 0.2115 W a � • ,. WARNINGS: GENERAL NOTES.sinless 051,005 noted: .; yV ' I-Baader and ereclbn contractor shouoba advised or el General Rotas 1 this design Is bsedanb upon the parameters sham and Is for an OaSnaaA w 1. ' Truss: D1 an*m,nMgsb lore comti on comm mos b con dgmponenLApph abold awnparametersandp aper a.24cenup•isionwvb bracing must be Installed whore shown.. Mwrporadon of component hs nm ne,s, spaaOeY of the euad'nm designer. ` VI t j 7 . J.Add"aonal temporary bracing Insure slabxly d�ring,avanscMn 2.De ileo assumes W top end bottom cherde to be laterally braced at DES. BY: MJ bNaes pn Imcing MI Addeoml b..cab,et lbecepe<Nirsty unuersa uac•d y,boo.„Netr„meth by pons 4yo pemurerd baring or c namraus sM014such as plyvpodshaamung(TC)•Maor dryvna(BG). DATE: 7/2/2013 the overall structure m W responsubely oflh•a0,n,designer. n 2v impact bridging ors lateral bracing required mbe,e shown•• .1 4.notoada,5c be applied to any component ung after en Gracing and 4.Inslala.'enof Was Is Use espon.Aitly of the respecters contractor. set 24 v SEQ.: 5579818 !alienia arecompteteand atno ems shoudanybadsgreater con B.Desgnassumesinn..oratoMused Mamn<etesbeenvironment. 24py3 /� d•Gm bads be appBed to any comp:m4 and are fatOry condtinn'of use. ' /} TRANS ID: 372404 G camp resInsmaanwlovera,dassumesnoesppmiaanforDa e.omsgnaaa s abearing at a9suppodcehm.n.5100or ndgae O �151ER `I�s1t-y tab.-aeon.banding,shipment and....ion of components. 7.Design assumesadagaate d,aMage IsprsNded. IIII III IIIIIIIIIIIII11111111III III 6.Thisdesgnisfurnished mini.t Me['MationsseltoMby POWs ahaebtocatedenboth fare fbuss.and placed so center rS�ONA4 04 T i,d..iA M BGSI.cooks of wbkh ON benon,sed upon eguest. s Mcde with loco cantor Met. / !hick USA,lncK Tlus Software 7.6.4SP 1LE Io.FO baskcnn:[,mapisste plate values see ESR.,J11,EoR•1 6 7,12/(y t on'Wl 5( F s0 psiiey • • • • •• • • • • • . • • • • • • • • • • • • • • • • • • • • ••• ••• • • • - • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • ••• ••• • • •• •• • • • • • • • ••• ••• •• • • • • • ••• • • III in This design prepared from computer input by JP LOOSER SPECIFICATIOIIS TRUSS SPAM 40'- 0.0' IPC 2009 OAT DENSER FORCES 468,0DF/Cq=1.00 TC: 204 DF 8188TR' LOAD DURATION INCREASE=1.15 1-2•( 36 54 2.11=(-1043)3946 II.3•(-254) 1421 204 DF 2400F t1 SPACED 24,0'O.C. 2-3s(-4191) 1141 11.12=(-1025)3843 3-12=(-2656) 671 BC: 204 DF 118679 3-4(-1426) 425 12.131-184) 550 4-12=( •461) 243 WEBS: 204 DF STAIID LOADING 4.5=((-1429 436 13.11 •170) 72 12.5e)-296) 1176 . IC LATERAL SUPPORT<= IL(25.01,10L( 7.0)ON TOP CHORD= 32.0 PSF 5-6•( -435) =(141 14.9=(•1554) 356 5.13=( -683) 287 i2'OG.0011. OL OR 601000 CHORD• 10.0 PSF 6.71 -650)2272 13.61 -201) 994 BC LATERAL SUPPORT 4=12'0C. UON. TOTAL LOAD- 42.0 PSF 7-8=( -644)2263 6.14=(•2836) 853 8-9=( -409) 1713 14-71-319) 138 OVERHANGS: 18,0' 18.0' LL=25 PSF Ground Snow(Pg) 9-101 -36) 54 14-81 .600) 251 Connector plate prefix designators: B0TT06 CHORD CHECKED FOR A 20 PSF UNITED STORAGE C,CN,C18,C1118(or no prefix) =ConpuTrus, Inc LIVE LOAD AT LOCATION(S)SPECIFIED BY IRC 2009, BEARING DAX VERT VAX HORZ BAG REQUIRED SRO AREA 8,U20HS,Ut8HS,N16=BiTek UT series THE BOTTOD CHORD DEAD LOAD IS A 0!1/1000 OF 10 PSI, LOCATIONS REACTIONS REACTIONS SIZE S0.I11. (SPECIES) 0'- 0.0' -197/ 12427 -153/ 1530 5.50' 1.99 OF(625) 29'- 9.2' -363/ 27527 0/ OH 5.50' 4.12 OF (625) 40'- 0,0' -325/ 490 -153/ 153H 5.50' 0.08 OF(625) 0000.2:Design checked for mt1-S 0501 uplift at 24'oc spacing.! VERTICAL DEFLECTION LI8ITS: LL=Lf240,TL=L/180 VAX LL DEFL• •0.011' @ •1'• 6.0' Allowed- 0.150' . VAX Tl DEFL= •0.013'0 -I'- 6,0' Allowed= 0.200' VAX LL DEFL= -0.360' @ 7'- 5,8' Allowed= 1.454' VAX TL DEFL= -0.582' 8 7'- 5,8' Allowed= 1.939' VAX LL DEFL= 0.020'@ 34'• 6.3' Allowed= 0,477' VAX LL DEFL= -0.011' @ 41'- 6,0' Allowed= 0.150' SAX Tl DEFL=-0.013•@ 41'- 6.0' Allowed• 0,200' 20-00 20-00 VAX BC PANEL IL DEFL=-0.188' @ 35'• 0,5' Allowed= 0.5E18' 10.06.03 B-OS-13 11-04-10 8-07-06 ' 6A1 HORtZ.LL DEFL a 0.123'0 29'- 9.2' .7VAX HORI2, TL DEFL= 0.198'6 29'- 9.2' 1 7-07-08 6.70-08 5-06 ' 4-09-09 4-11-11 4.1 108-08 5.06.04 This truss does not include any time dependent deforeation for long term loading(creep) in the 12 12 total load deflection. The building designer 4.00 1:2"" L)406 '64;34,00 shall verify that this paraeeter fits with the 4,0' intended use of this eoeponent. 6 'Y Design confores to main windforce•resisting ` 11-1.5x4/ •4X10 syatee and components and cladding criteria.` .;:............11-4x10 ' U 11-306(5) Wind: 110 eph, b=151 1, TC0L=4.2,8COL=6.0,ASCE 1.05, U-3X6(8) /` -�U-1,5X4 Enclosed,Cat,2 Exp,e, USERS, U-5X6 _.......- Truss =one, )wad duration tactor=1.6, U-1.5X4 Truss desigeed for win %i in the plane of the�`.10e1),..01%. in ",.�� 1000. /' us ���telfleF fin¢ 4 � 6, fir+-- Y-508 t2 t2 -- t4T - o � C� - I ..lR o U-3x10 II-7010 =U-4x4 U-5010 U-3x4 0 1�` 12 2.80 2.00.-- 9.306(8) OR II is '''.. y 1 1 ). 1 J' j 7-05-12 J 7-00-09 7-07.05 17-07-10 10-02.12 1 0-4:- 2G'a9S4, 1 J' 7-05-12 7-00-04 10-00 15-06 1 1 4-JOHN /Zl/!3 i )1.0 7-05-12 7-00-04 25-06 1.06 • 1-061///'ootDE FOIL 8EAVIIt6:dts:7.[4.81 40-00 1-06J (=YP(��`S 6130!15 JOB NAME: LENNAR- 2701 MULBERRY E - D2 Scale: 0.1432 ��pPw�NNo WARIn1105: OENERAL NOTES.unlessoberUn.noted: b. ,,A I.Bullar and emotion contractor snouts be advised el al Gemini notes I.This design is weed only pan Me wnm.ters sham and is foe an Individual , ` , IA ., ,a {r s li Truss: D2 and ATEneo before construction commences. Euidegemmponent AppEcabnry of designer te,a and propa / 2.24 campefsbn nob boning must be installed chase shorn o Newt ban el component Is me resPonaNity of the buYmg designer. + .?•• Of. 1.Addwnalbmpotary bracing to hour slaeSry du.°consouction i.!help assumes the bp and carom chodst�b tawaey braced at w. DES. BY: 61J rco.end at lace respect..1y unless bree=d througbm belt length by I < is be res pennbay el the erectonAddwnal wmunodbooing of she ebby such as plywood she dyng(TC)and/or dry...leC) asoc DATE: 7/2/2013 Me owe.structure Is the nsponsD[cyofthe candydesigner. 3.2x Impact bidgugorlateral booing gatedchug charm..a 6bar A 4.Ne bad shawl be appal to any component unu alar al bracing and 4.Installation of buss lo the re.penaury of be',asp*5enbacbe .;f tf.?X ' SEQ.: 5579819 fasten.r..feeenpat.a,dnnatnnshould any bads reeler Man 5.osyn sMme=biases matobewedinanon<errosieenmmnment. 24243 d.sign bads he applied b any component. d be ler"dry condnon•of use 4/ it TRANS ID: 372404 5.CompuTuswsnecannel ovasaodassumes noeswnsaayb the 6.Destn�sumosl lwa Natal=pea s=horn 5 meraedgea �p /kb L',' fabrka6on,hsndtno.shipment and hftanawn or components. 7.Dago.seem.=alt W.te dc=Inaga b,,,,,,ed. e�`- 5.This design b furnished subject to thermbbons set forth by e.Plates shall be bea=d en both fates of buss,and Mooed so their cent., )/Z/' S/OVAL , "i. IIIIIIIII I 1111 1111 III 11I 111 fATek[IDA,lnclC<eolnpuTlus=solhvare+7.6.5(1L}E A„esL 1•0.For k b.caof se,d.g robes see ESR-151t,E5R-1905/I.tf.b) / • •• • • • • •• • •• • a • • • • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • ••• ••• • • • • • • •• ••• ••• • • • • • • ••• • IIIIIIIIIIIII This design prepared from computer input by 1 JP LUUBER SPECIFICATI011$ TRUSS SPAS 40'- 0.0' IRC 2009 UAX UEUBE8 FORCES 4HR/G0F/Cq=1.00 TC: 274 OF 110819' IDAO DURATION INCREASE=1.15 I.2=( -36) 54 2.11=(-1976)7390 3.11.) -78) 100 214 OF 2400E t1,14 SPACED 24.0.0.C. 2-3=(.7615)2120 11-12=(-1221)4545 11-4=1-6031 3476 BC: 251 OF 619618; 3-4=(-7657) 1961 12-13=(-714)2550 4.1214.1622) 423 204 OF 2400F 81 LOADING 4.54-3475) 949 13.1414-927)3381 5.1214.350) 210 WEBS:204 OF STAND; Ll1 25.6)1011 7.0)07 TOP CHORD= 32.0 PSF 5-6=(-3504) 977 14-9o)-1957)4005 12-6=1 -272) 1122 271 DO/10678 A DL ON 90T10U CHORD= 10.0 PSF 8-7=(-3141) 844 6-13=( -111) 943 TOTAL LOAD= 42.0 PSF 7-6=-4069 1029 13.7=(-765) 270 IC LATERAL SUPPORT 4=12.6C,DON. I-9=�-4323) 1178 7.14=( -32 628 8CLATERAL SUPPORT 4.12'0C.000. IL-25 PSF Ground Snow(Pg) 9.10= .36) 54 14-6.( -342) 201 OVERHANGS: 18.0' 18.0' B0TT00 CHORD CHECKED FOR A 20 POE 100100D STORAGE LIVE LOAD AT LOCATIONS)SPECIFIES BY IBC 2009. BEARING UAX VERT UAX WHIZ SRO REo0I8E0 BRG AREA Connector plate prefix designators: THE 60TTOU CHORD DEAD LOAD IS A 0111/000 OF 10 PSF. LOCATIONS REACTIONS REACTIONS SI2E 00.I11. (SPECIES) C,CO,C18,01118(or no prefix)=CoopuTrus, Inc 0'- 0.0' -267/ 1919V -153/ 153H 5.50' 2.86 OF(670) 0,U20NS,016HS,016=UiTek UT aeries 40'- 0.0' -267/ 19150 -153/ 153H 5.50' 3.06 OF(625) IC_01U1 2.095100 checked for net(-5 sof)uplift at 24'oc effacing,' VERTICAL DEFLECTION LIOITS:LL=14240,TL=LI180 BAX LL DEFL=-0.011'@ -1'- 6.0' Alloyed= 0.150' UAX TL DEFL=-0.013'@ -1'- 6.8' Alloyed= 0.200' VAX LL DEFL=-0.625. 9 10'- 6.7' Allowed= 1.954' UAX 7L DEFL=-1.007'@ II'. 6.1Allowed= 2.606' UAX LL DEFL= -0.011'@ 41'. 6.0' Allowed= 0.150' 04X 111.DEFL=-0.013'9 41'- 6.0' Allowed= 0.200' UAX NOR/Z. LL DEFL= 0.233'@ 39'- 6.5' 20-00 20-00 UAX HORI2.TL DEFL= 0.375' 9 39'- 6.5' 10-06.03 8.05.13 ' 0-05-13 10-06-03 ' This truss does not include any tiae dependent 1. (( f deformation for long term loading(creep) in the 5-10-12 4-08-07 `3.10 -14 T 5-06 6-04-12 6.I5-12 7.02.08 total load deflection. The building designer 1 1' 'hall verify that this parameter fits with the 12 12 intended use of this component, 4.00 17 11.556 "C:14.00 Design conforms to main rte-resisting 6.0' system and components andd cladding criteria. 6 "s" Rind: 110 mph,h=1511, TCOI=4.2,BC9L=6,0, ASCE 7.05, II-7510(5) Enclosed,Cat.2,Exp.6, UOFRS, 8-1.5x4 Vt. -2,5x4 interior zone, load duration factor=1,6, 0.25= U-356(8) inuthedplaind loads neeofthe for ytruss only. 8-1.554 � p PROF .- „.......0°'.../111111111°'......''''.1 1 / - -''.D GINE. ej'y c H18H$-3518 018H$-5x16 =8-4x4 8-2.5x4 U-3510 o a 11.10x14 818H$-3x181$) 12 2.00 2.00 12 .-' _ ORV6 co -I y l J y y O 'v4 26,k`' V= y 7.05-12 7-00.06 8-02-07 , 8-02-12 0-00-08 b -54;it JONN�� 7-05-12 7-00-04 10-00 15-06 y 1 y 1 7!2/13 l-06 7-05-12 _ 7-00-04 25.08 1-064, EXPIRES 6130/15 1.06 40-00 1-06 JOB NAME: LENNAR- 2701 MULBERRY E - D3 500le: g.i,,g ..,nN.J0.4411} WARNINGS: CAMERAL NOTES.unless o0.msse noted: 1 L. A O 1.Bued,,and.wcdon mit actor should be advised of WI Oemral Notes 1.This design la bawd only upon N•wram•6n.h.vn sub is for an Individual 41" ice. ,A �" Truss: D3 and lnamuw.'sore construction common.. budding Compo!"e;idppt`iAlihaprt dean pa,b.oean,"�adc • ,yyF z z.4sonw.awn wah bracing must he insua.d MOW shown 4. pois v n.n ponsALry o lo., ■: ]Add2omi temporary bract'to wma.tasaty during sown* 2'D.sgn ..g too and bottom chords to Morally bawd al a DES. BY: f.4J »m.r..wn. or rh..wnnr.Additional Nbac a 2'.h,,, at to o.c.,eap.cmety unleas buaud w.,yD.0 U.t MngNM 3dor w,OdO' .y. ftn,an..h.awr...rh as Op.*sheathirmaC)andbr drywall/134 57 DATE: 7/2/2013 theoons.Duwremmelc.wnsmymu.m.dingdesgner. 3.Installation o, nb re.<lateralboctwt. ed.,h.r..he..n•• .re SED.: 5579820 4.uoa»a�no vme.PPl.a aany t no n.r.enaatwand 4.w meanoidgwa.,atm,..wn.encdty IO.n..p«w.c.rwcm. 242 tanener ant complete a,»at no wre.nwrw rayls''.gre,lerwn S.Design auam..w>s..uam he mad In nemcpnpatya emtonmenL rut 24243 • design loads ee,wae m am r.mPon.N. dare be'dry wnatl..of a,.. 'Y TRANS ID' 372404 s.c.mparmshas mr.Nel.vrand...amaan.,..w aaeyroru. s.o.aqua ayn.awaD.a wa.e,Pwpa,.na n s nnrr do.tl O %Mt • s.ITRAO.do n.isnnwniheawnpn to Ow finsnlauonefwfaith.t>- 7.PDi.I�.,nshall shall. aeamia ofwt nartl P&•r•d so thetcMar / SIONAt I1I III I I 1111 I I I 1 �1 I I I TPDYVrCA F SCSI.copies al which v.L D.NmhAad upon:musts e.Cie In..Owl of phle In int rInncche 2/1(/ r 1 I( 11( 1,9Tek USA,)oclCanpuT us Software 7.6.4SPO)IL}E eFer basic connector plate design values.ae E'R 1311,fSR49813 Welt) • • •• •• • • • • •• • ••• • ••• ••• • • •• • • • • • • •• • •• • •• • • • ••• • •• • • • • • • • • • • • • • • • • • • • •• • • • • ••• •• • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • ••• • • • • 0 • , • • • • •••• ... •• • • • • • • 5 • IIINNINIIII This design prepared from computer input by JP LUUBER SPECIFICATIONS TRUSS SPAN 40'- 0.0' IRC 2009 UAX REUBER FORCES 4lR/G0F/Cq't.00 IC: 204 OF 9188TR; LOAD DURATION IIICREASE=1.15 t.2=1 -36) 54 2-101.1077)3816 3.10=(-395) 230 204 OF 2400F Ti,14 SPACED 24.0'O.C. 2.3=(-4119) 1199 10-11=( .929)3185 10.4=( 0) 583 8C: 204 OF 410818 3.41-3751) 994 11-12=1-929)3185 4.111.944) 279 WEBS: 204 OF STAND 1001105 4-51.2622) 785 12-81-1077)3816 11.51.219) 1275 LL(25.0)901) 7.0)ON TOP CHORD= 32.0 PSF S.H'(-2622) 785 11.6'(-944) 279 TO LATERAL SUPPORT<a 12'0C.U011. OL ON 80TT00 CHORD= 10.0 PSF 6.7=(-37S1) 994 6-12=( 0) 563 BC LATERAL SUPPORT<=12'0C. DON. TOTAL LOAD= 42.0 PSF 7.81-4118) 1199 12-7=(-395) 230 8-8.( -36) 54 OVERHANGS: 18.0' 18.0' LL=25 PSF Ground Snow(Pg) Connector plate prefix designators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING VAX VERT SAX H09Z BAG REQUIRED B6G AREA C,CN,C18,C1119(or no prefix) 'Coopolrus, Inc REOUIREUENTS OF 18C 2009 AI10 990 2009 NOT BEING DOT. LOCATIONS REACTIONS REACTIONS SIZE 50.59. (SPECIES) U,U2OHS,U18HS,D16-USTek UT series 0'- 0.0' -2671 1851V -1531 153H 5.50' 2.96 OF(625) 801100 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP 40'. 0.0' -2671 1651Y -1531 1536 5.50' 2.96 OF(625) AND BOTTOU CHORD LIVE LOADS ACT NON-CONCURRENTLY. ICOND, 2: Design Checked for nett-5 Raft uplift at 24'0e 80ae198,1 VERTICAL DEFLECTION LIUIT8: 11.1)240, Tl=L11S0 VAX LL DEFL=-0.011'6 -1'- 6.0' Allowed= 0.150' VAX TL DEFL=-0.013'@ -1'- 6.0' Allowed= 0.200' VAX LL DEFL=.0.309' @ 20'. 0.0' Allowed= 1.954' VAX TL DEFL=-0.518'@ 20'. 0.0' Allowed= 2.606' SAX IL DEFL=-0.011'@ 41'- 6.0' Allowed= 0.150' MAX TL DEFL=-0.013' 0 41'- 6.0' Allowed= 0.200' VAX HORI2. LI DEFL= 0.105' @ 39'- 6.5' VAX HORIZ.TL DEFL= 0.174'P 39'- 6.5' This truss does not include any tine dependent deformation for long term loading(creep) in the total load deflection. The building designer shall verify that this paraseter fits with the Intended use of this component. 20-00 20-00 1--- 1 .f Design conforms to pain windforce-resisting 10-06-03 9.05-13 9-05-13 10-06-03 system and components and cladding criteria. l' 7-02-08 6-04112 6.04-12 1 6-04-12 6-04-12 7-02-08 1 wind: 110 mph,h.15ft, TCOL=4.2,BCOLa6.0,ASCE 7-05, 1 7 1 1 1 1 Enclosed,Cat.2, Exp.B, ioFRt, interior zone, load duration factoral.8, 12 12 U �-4x6 ` 4.00 inTruss thedplaneed offor thew ind loads 4.00 17 .4X6 only. 4.0' saN U-2.5x4 3,0' U-2.6x4 c`,sik .F�css) U-Sx6fsl.. -tl-3x6(6) EiPP4>' 1 fi,. nti Y-1.Sx� 1.5x4 1 ' � i 4R n N ay c 10 it 9 yo 0, G�1'26.'' U= ea U-3x10 U-2.504 0.25' II-2.5x4 U-3x10 o 1% tkCj U-5x8(3) R•JON /Z/l3 1, l l l l ,, ,5. 5 10-04-14 9-07-02 9-07-02 10-04-14 y l EXPIRES 6/30115 1-06 40-00 1-06 JOB NAME: LENNAR 2701 MULBERRY E D4 Scale: 0.1440 tipP"W' ,y o, WARNINGS: GENERAL NOTES, kaemendd ss note I.Sada end erection contactuahouw be advisedol as General Notes 1.Thhdesign Is bawd only upon Me parameters shave and h for enhdbdeal ,, A Truss: D4 end Wambaabebrecanm�mncnm„enua. b0Tdnp o c tAppeubi9adesgnparametersandpmpar 4 O I.Ivo compressbn mb dac'vg must bo Installed Mere shame incorpo b f component 606 Mn.,,dorml,y 0at 0650 bhRdasimner. a • I � '� A 3.Addoeml temporary taming b Munn stabTay during conabucHen I.Design W by and bottom curds to M Watery braced et MM DES. BY: !AJ Is me res serr rine ere..Maborui r4 brat of za..end Iia c.tespecavei.1m braced mreiNbut keit length by ° ^'a, von Mo pemum Inacontinuous sheathing such es pt,wood sheaevg(TC,endmr drynaNSG3 DATE: 7/2/2013 the overall str,nmreIsthe espenamraymthe Melding dealaner 3-islmpatlbrwghg latera bracingreVrxrednheesbvnae 0 *41`.••A'F ' A.Itebad,bWi be apptoaM componentenn after all basing and 4.Installation el buss 6 asu the reapunay et me nape..contractor. SEQ.: 5579621 fasteners erecong6aand atnobrashould any bads greater wDesign n s. agtr.!.nassumesSussesereusedManoraconostvearmonment. 24243 aaagn bads be appeed b any component. and a ter'dry corduoM of use. a.'�r JIa /L�- TRANS ID: 372404 vena y s.oon.V.,;.meu�tiebeadnga'3".•33.3b°anS'n.rwages 4„1.1 rt-09-�c• ' m.compuTma haano can shipment aMasseraw,no res ih'. for sa,s, 4 G S.ma.design dsubjeaintleImitarons»Wothby6 a.wm:sn.sbelocateiea b tht. f.n,,cnno,a`:ndpacada their center „ ONALF TI'WVtcMn ecsl.apuo al WW1 yep be furnished upon request_ Ines coincide MN joint enter tines. II III�IIIilllllilllllll1111111111111 r. 7�z/�' � g.Dips indicate see or plate h inches. @Mk USA InclComparus Software 7.6.4SP5(1L}E 1p.Ines coin tide MNjpta cankr MeeNeuuESR-lit..ESR-teas Welt .. •• •• •• • • • • • • •• • •• • • • • • •• •• • • • • • • •• • • ••• • • • • • • • • • • - •• • • • • • • • ••• • • • • • • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• •• •• • • ••• • • • • • • •• ••• ••• • • II II�I�ll • �IIII • ••• This design prepared from computer input by II UUU JP UMBER SPECIFICATIONS TRUSS SPAN 19'- 6.0' IRC 2009 VAX UEUBER FORCES 489/00F/Cq=1.00 TC: 2x4 OF 8188TR LOAD DURATION INCREASE=1.15 1-21 -36) 54 24=(-242) 1490 3.6=(-466)235 BC: 2a4 DF t188TR SPACED 24.0'D.C. 2-3=(-1643)584 6-7=(-158) 763 6-4=( 0)626 WEBS:264 DF STAND; 3-4=(-1240)383 4-7=(-954)247 204 DF 8188111 A LOADING 4-51 -178)200 7-5=(-169) 79 LL(25.0)414 7.0)ON TOP CHORD= 32.0 PSF TC LATERAL SUPPORT 0°12.0C,606. DL ON 8OTTOU CHORD= 10.0 PSF BC LATERAL SUPPORT<=12'01.DON. TOTAL LOAD= 42.0 PSF BEARING VAX VERT UAX HORZ 890 REQUIRED BRG AREA ' LOCATIORS REACTIONS REACTIONS SIZE 50.IN. (SPECIES) OVERHANGS: 18.0' 0.0' LL•25 PSF Ground Snow(Pg) 0'- 0.0' -172/ 1009V -152/ 222H 5.50' 1,61 DI(625) 19'- 6.0' -118/ 811V -152/ 222H 5.50' 1.30 OF(625) Connector plate prefix designators: 109116D STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0,0I,018,C1118(or no prefix)=ConpuTrus, Inc RE5UI6EUEIITS OF 18C 2009 AID IRC 2009 NOT BEING BET. U,U20HS,u18HS,u16=USTek VT series MOND.2:See/On checked for net(-5met h uplift at 812.9;spaclne.l tr For hamper specs. -See approved plans BOTT00 CHORD CHECKED FOR IOPSF LIVE LOAD.TOP VERTICAL DEFLECTION LIVITS:LL=L/240,TL=L/180 MB BDTTOU CHORD LIVE LOADS ACT NON-CONCURRENTLY. VAX It.DEFL=•0.011'0 -1'- 6,0' Allowed= 0.150' DAX TL DEFL= •0.013'@ -1'• 6,0' Allowed= 0.200' UAX LL DEFL=-0.053' 0 6'-11.9' Allowed= 0.929' VAX TL DEFL=•0,088'0 6'-11.9' Allowed= 1.239' VAX HORI1. LL DEFL= 0.017' @ 19'- 2.5' VAX HORIZ. IL DEFL= 0.027'@ 19'• 2.5' 10.00.03 _ _ 9-05-13 This truss does not include any tile dependent ----- --(---- - r deformation for long tens loading(creep)1n the f. 7.00.08 6-d2-12 6.02-12 total load deflection. The building designer T 4 f shall Verify that this panseter fits with the 12 intended use of this component. 4.00 11-1.504 Design conforms to main windforce-resisting system and components and cladding criteria, ' Wind: 110 mph,h=15ft,TCDL=4.2,8CDL=6.0,ASCE 7-05, Enclosed,Cat-2,Exp.B, UKFR5, interior zone,load duration factor=1.6, 11.2.504 Truss designed for wind loads in the plane of the truss only. '.. 0-306(S) NN 9-1.5X4 A o E0 PROP- AGR_ FS's, to �.5 �tiPlfiF: n2 o� B J & �r1 4 1 r1._ (1.3x4 I1-2.554 U-304 - �ORWN� 1 ,t- 0�, G�1'26.'- C.)?. 10-01-14 9-04-02 GOA.JOHO� 1, L 7/2//: 1-06 19-06 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - D5 ���p•woNA,,/• • Scale: 0.2890 WARNINGS: GENERAL NOTES,weassethemise noted ; *1s ATO I S.Bu6der and erection ON rector should be advised or as Ganenl Notes I.Thl.design n based only upon the parameters therm and is for en individual Truss: D5 and Warnings before cona=,cuon.onvnenns buJdi,s mpone0LAppbnbaay.n design pommeling and boner O 2.2re compression rob brach.neat be inslanedcher.alenn.. bcosperadon or component.the resealed:ay of the Wang designer , a i -1 a,baeanal temporary bracigb Mum*Gabdry during construction 2.Ocelli assueslM cop and bottom chemist*be Ideally based al e�l 9. DES. Si": MJ Is the res rot f do el.cbr.AddSonah Yoc and ahlae.ere.pe.ev.rurdess grana throughout their length by Fe.''' r pony ryo pemnerrt boring of continuous sheathing such asmortised and%oraryvar(BC), .' DATE: 7/2/2013 the overall seudure h the re,ponsibny or the beading designer. S.2a Impact bidgIng r lateral boobsnRu'red v.hare sbevn•er•e 3. r l4 4.No bad should be epee.to any component until after to bracing and 4.Installation or truss Is we l.lcb.,Tty f the r,spocbre contractor. • 'd 24..2' SEG.: 5579822 fasteners an eonpb.end at no lime should any bads gn.M'S,. S Deign assumes Wne%are to be used N e mmeenesfre•nabonment. 24243 deign bad,be eppeed to component_ d an for'dry[ond%on'of use. TRANS ID: 372404 6.DesenassumesmmbumgmalsupppdsAvon.Shimer.. If vol-,, S.coo•nrro,nnenntrelovera,q,s,um.aeresppnsbaybrrhe doe O �iSiER fabrication.handing shyment and,0 IPaaoo of components, 7. necessary ssues adequate drainage is prodded. pre 6.This design h famished subj..No[n:mtions eel forth by a.Plates able be located on both faces of Wss,and placed so Plea canter `S/ONAL - IIIIIIIII�II1IIIIIIIIIIIIIIIIIIIIIII MI TPLWTCA In SCSI.copies ofrA hog be furnished upon request 9.Dgha coincide hall sada al ao.center Snot. 7/1/1 1IiT¢k USA.Inc7CerhpuTrus Software 7.6.45P5(IL}E It.Fes bask connector plate design values n.ESR-IOI1,ESR-19a6faReh) • . •. •. • . • • •. 4 OO OO . . • . • • . • • • . • •• • • • • . . S. •. •• . . • • - • . ••• • •• • •. . •. •. •• • ••• .. . • • . • • • . • • • •• • . . • . .•• •• • • • • . • •. • ..• •. • • . ... ••• • • .. •. • • • . . • • ... . . . . . • . •• 'I • ••• • • 1111111IIII This design prepared from computer input by '.. tl JP • LOOSER SPECIFICATIONS TRUSS SPAtI 2'. 0.0' (040..,....2: -. TC: 2x4 OF a1SBTH L0A0 DURATION INCREASE=1.15 collo..2._Oesipn checked for net(-5 psfj_gpllft at 24-gE_€Pec Snp.1 • -BC: 204 DF P18BTR SPACED 24.0'O.C. Design conforms to main wlndforce-resisting WEBS:204 OF 514110 system and components and cladding criteria. , • LOADING Wind: 110 mph, h=1S1t,TCOL=4.2,BCDl•6.0,ASCE 7-05, TC LATERAL SUPPORT<=12.0C. UON. LL(25.Oj a0L( ).H ON II TOP CHORD= 30.0 PSF P DL 011 BOTTOU CHORD= 10.0 PSF Enclosed, Cat.2 USERS, • BC LATERAL SUPPORT<=12'OC.UON. TOTAL LOAD= 42.0 PSF interior none, load ad duration tactor=1.6, Truss designed for wind loads Connector plate prefix designators: 12 LL=25 PSF Ground Snow(Pg) in the plane of the truss only. '.. C,CII,CIS,CNIS (or na prefix)=ries mus, Inc 5.00 p ignrequir-- U,020HS,013HS,016=Wok UT series UNITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Note:Truss design requires continuous REOUIREUENTS OF IBC 2009 AND IRC 2009 NOT BEING NET. hearing sell for entire span UOII. BOTIOU CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND B0TT00 CHORD LIVE LOADS ACT N011•CONCURREIITLY. U-1.5x4 •• • 11, Ili . ro 0 to 0 o IV//r AmPrPrAr 61.2.5x4 B-1.5x4 • k•,0)PROP$ • AG1NgF;L.0� 0.- � 1," I /F 1 • OR t•N64i y y dy Gl1.26.x`9 4\(.)= 1-06 2-00 LD N` • • EXPIRES 6!30!15 JOB NAME: LENNAR- 2701 MULBERRY E F1 finale, 0.919tipPwoNN�I* WARNINOS: OENERALN0TE3,unless eb•mise nolod lit � ��A I.Roads and erection contractor should b.•dvoH or al General Notal 1.Thu design mbased ony upon be parameters shows end le for an mdpdtluy !. {� Truss: Fl •rd Ys'a ug bob construction commences. bed Component Apy[peeAy of design parameters and proper O 2.204compressionba M t be Instaned chore sioem.. Incorporation of component is No,eepen,]LynI bebu�gdeagne, , � i x 3.Additionalt mpo temporary Sr told [Way during construction 2 Design assumes into bp and bottom chords to be laterally bacedN + DES. BY: 6U2•oc...al IOo.crespecwely unless braced Nrougheu belt Mag.by ' Is po b b of b Md banal bracingof a tinuous sheathing such es plywood ahealhowtTCl antler dryv oetaC J DATE: 7/2/2013 Na overall structure lain sponsesty olino balding desq p,iii N lateral broom ) l., Impact brldgvgw booing wham sham♦. 4.Ito bad should be appbad b any component tiny alter all bracing and 4.Installation of buss s the responsDury of the resp•clba oontracmr. +l2/�.rv`�,L'¢ SED.: 5579823 fastenanaro compl=Nand at no time should any loads greater gun 3.Design maameawssesare lob•used inanon-corms,*•nvsonmenl, A A 24243 Q design bads le awed b any coml.... dare for-dry dtfon'b use. r •r l••1[_'C(/(�-- TRANS ID: 372404 s.con Tw,haanecmwae,erandaa,.maanotn,,,...t,for 0,5 6,andaroamnbearing ataeanppensshm„,.swnoraedgaa O EGISM-0 fabrication.handbag,ehpmtnt end b.taeaOon ofconponenls. 7.Design.stage.adequate drainage Is provided. IIIIIIIIIII��IIIIIIIIIIIIIII�III(VIII TPIANTCAbn isumscopiesof P hcnb.nonshet�by} buscoi0'ebibjbtcenan be loCited on tth raoselb s,andpbadtobeiraMw 7/2cf,,Sro., T ode CAm SCSI,topics of Mich v.^I be furnished sot open request. anassePlates hei to size fp centerram s. NSTek USA,InclC 8.Foesslv,oe spar ppledete gn values Or11pUTN4 Software 7.6.45 1L E 10.For bask connector plate desgn wages see ESR-1pll.ESRIeea(I.IRah) - - .. r: -,a. • 1 (m •• •• • • • • • • • • • • •• • • • • • . • • •S. • • • • me . • •• • ••• • • • • • • • • • • • • • • • • . . . . . • . .. •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• •• •• • • • • ••• • • • • •• ••• ••• • • • • • • • 1111111 This design prepared from computer input by JP LUMBER SPECIFICATIONS TRUSS SPAN 2'. 0.0' IRC 2009 NAT MEMBER FORCES 49.R/G0F/Cq=1.00 IC: 204 OF 1168TR LOAD DURATION INCREASE-1.15 I.2=( .66) 94 2.4= 3.4.(-120) 104 BC: 214 OF 118BTR SPACED 24.0.O.C. 2.3=(-133 ('S)35 9.4=-720 136 WEBS:204 OF STAND LOADING TC LATERAL SUPPORT e=12'0C.DON. LL(25.0)001( 7.0)O11 TOP CHORD= 32.0 PUP BEARING UA%VERT NAY NOOZ BIG REQUIRED BOG AREA BC LATERAL SUPPORT Tn 12'0C.MON. DL ON 50TT00 CHORD= 10.0 PSF LOCATIONS REACTIONS . REACTIONS SIZE SO.IN. (SPECIES) TOTAL LOAD a 42.0 PSF 0'. 0.0' -83/ 4260 -59/ 42H 5.50' 0.68 OF(625) OVERHANGS: 18.0' 0.0' 122'. 0.0' .97/ 610 -58/ 42H 5.50' 0.10 OF(625) l Connector plate prefix designators: LI-25 PSF Ground SnSD(Pp) j C,CN,LIB,CN18 for no prefix) -CoapuTrus, Inc 6.00 LIMITED STORAGE GOES NOT APPLY DUE TO THE SPATIAL ,00310, 2:Oesian checked for net(-5 as11 uplift at 24'ac soacino,) U,O20HS,N18H5,U16=UITek UT series REQUIREMENTS OF IBC 2009 AND SRC 2009 NOT BEING NET. VERTICAL DEFLECTION UNITS: LL=L/240, 11=1/180 'a For hangerNAX LL DEFL=-0.011' -See approved lana@ -1'- 6.0' Allowed= 0.150' @ specs. P AOTTON CHORD ORDCLIFOR DSPAC LIVE CONC.REP MAL LL DEFL=•0.006' 0 -1.- 0.7' Allowed= 0.203' AND BOTTOM CHORD LIVE E LOADS ACT NON-CONCURRENTLY. SAD TC PANEL Ll DEFL=•0.006' @ 1'- 0.7' Al7aved- 0.103' 1-1.5X4 UAE TC PANEL TL DEF-= 0.007'@ 1'- 0.1' Alloyed= 0.154' ..,7NAR HORIZ.LL DEFL- 0.000'@ 0'- 5.5' VAX NORIZ.TL DEFL= 0.000' I 0'- 5.5' ill This truss doss not include any time dependent ® deformation for long tern loading(creep) in the total load deflection. The building designer P-- shall verify that this parameter fits with the o intended use of this component. c Design conforms to main windforce-reaiating syatea and components and cladding criteria. Wind: 110 mph, h=15ft,TCOL=4.2,BCOL=6.0,ASCE 7.05, on.- Enclosed, Wt.2 E1p.B, M&TRS, ►_ � y interior zone, the duration factar•1.6, po - Truss designed for Wind loads In the plane of the truss only. of 4 0.2.5X4 0.1.5x4 • `c,- PROF�cSo D:p NG1Ne v2 1. 1 3 e,OR e•N�4i .1- l y 0 G�)-26,° Off 1-06 2-00 �G4�A.JO0,Cf* /2//3 EXPIRES 613011 • JOB NAME: LENNAR- 2701 MULBERRY E F2 .9 p.1o1��;1� . Scale: 0.9199 W , rle• WARNINGS: GENERAL NOTES,unless otemtfe nova: e� r , 1.Grader and erection contractor should be advised of ea Gnnenl News I.This dation is based only upon N•parameters Oho.end Is for an individual ' I s� T OJ' Truss: F2 and Warnings before construction cenomenms. bnV'oa eempment App&abyM design parameters and p,opr , p 2.Zia comp•ssion web bracing must be M.S.Mere snve s. Incorpo,anen of component haw respons@ally of Dew boating destner. m9� l 2 3.Atdeoiul temporary dosing Po Insure awwyry during conitrucaen 2.Design assumes.by and bottom elwros to be lately brood at I)\'' DES. BY: MJ I.me respen umy Grow.reebn Adttbnl permanent bracing of ra.q..mat toe.g.rapaennNuro.aa breutnwugnau new wN nr r,✓: is menesesUuref.me ,Adconwsous shea•iig such as ply Ag shes.ng(,C)end.aryva BC. DATE: 7/2/2013 GAG 3:Gimp,005 gorlawralGatingesebre.Ahemshe,.m.e • in'i. .. 4.No baa enoad ee us,ne mpg..any component mat Ialter ota.se Mating.na 4 Mtlaaatlon a(Wasb the waw�nbSty of ax eaapenna wntrxbr. 42424.,-, SEQ.: 5579824 fasteners ere conpwteandalno&nsshould anyloadsgreater Man S.Desgnamum•sGm..wbeuretlbaron-mnosir•onveo.. a�242�433Q /�Q • Casgnbstls has ...oany ut essur acre wr•dryre�MMo.0ei uta. r' O s•Lr1SIFs'� ' TRANS ID: 372404 s.comp=rmebasno<enuetm.r.na.eenm.enor.awntaxywru,. so:ego.t<u,m.arnb.amg.laawwa.el,a,,n.sNmor..<ag.m ('" wbdcabon.handing.shipment and Wweaaon of components 7.moms., assumes adequate dwiuge Is provided IIIIIIIIOIIII IIIIIIIIIIIIIIIIIIIIIIIIIII e.Tnisdesgnhrmishe�Ieglothermeanonsset R by a.Plates shaebebested onboth fam l4vas.and placed soMei center 7iz(�� SfONALY „:. TPNYICA In BCSI.copies ofnnkho he fools.upon request wqs coincide boNNloha center foot. hSTek USA,lneK Trus 000noare7.6.4-SPS(iL).E s. IO.Fobast connector lm of plane see ESR-1311,ESR.aeoyaTea) i • •• S. • • • • •• . •'• • ••• ••• • • •• • • • • • • S. • • • • •• • •• ... .• • •• •. •• • • • ••• • • • •• •• • •. • •• •• • • ••• •. • • • • ••• • • • • • •• • • • • • ••• • • • • • •• •• • • • • •.• • • • • 0 • • • • • . ..• ••• •• • • • • • ••• • • 1111111MThis design prepared from computer input by 0q JP UMBER SPECIFICATI005 TRUSS SPAN 5'- 0.0' IRC 2009 HAY HEUBER FORCES 499/00F/Cq=1.00 7C: 294 DF BISBTR LOAD DURATION INCREASE•1.15 1-21 -66 94 2.4=(-97) 75 3-4=(-146)68 '.. BC: 294 OF 810819 SPACED 24.0'O.L. 2-3•(-145) 186 WEBS:294 DF STAND LOADING TC LATERAL SUPPORT 0.12'0C.MON. LL(25.0)901( 7.0)ON TOP CHORD• 32.0 PSF BEARING UAX VERT VAX 0062 SRO REQUIRED 9110 AREA SC LATERAL SUPPORT v.12'0C.U01I. DL 011 BOTT00 CHORD• 10.0 PSF LOCATIONS REACTIONS REACTIONS 0120 SOAR. (SPECIES) TOTAL LOAD• 42.0 POF 0'- 0.0' -771 4440 -98/ IIlH 5.50' 0.71 OF(625) OVERHANGS: 18.0' 0.0' 5'- 0.0' .39/ 1940 .98/ 1/1H 5.50' 0.31 DF(625) LL•25 PSF Ground Snow(Pg) Connector piste prefix designators: 2:0¢d g C,CN,CI8,CN78(or no prefix) •CompuTrus, Inc LIVITEO STORAGE ODES NOT APPLY DUE 70 THE SPATIAL :COND. Design checked for nett-5 os 11 uplift at 24'oc soaring.' U,1/2OHS,11I8HS,U16•BLTek UT series REOUIREVENTS OF 18C 2009 AND IOC 2009 NOT 8E111G NET. VERTICAL DEFLECTION LIMITS: LL•L/240,TL=L/1S0 For hanger specs. -See approved plans OAT LL DEFL•-0.011' 9 -1'- 6.0' Allowed= 0.150' BOTTOM COORS CHECKED FOR IOPSF LIVE LOAD.TOP UAX TL OEFL•-0.013' a -1'. 6.0' Allowed= 0.200' ALIO BOUGH CHORD LIVE LOADS ACT NON-CONCURREIITLY. UAX TC PANEL LL DEFL•-0.084' 9 2'. 5.5' Allowed• 0.344' UAX IC PANEL TL DEFL•-0.087'9 2'- 5.5' Allowed= 0.516' • 5.00 ( "- '-'-' _Y VAX 90982.LL DEFL= 0.001'0 0'- 5.5' 12 MAX WIRIZ. TL DEFL• 0.001'9 0'. 5.5' e.017 8•1.554 This truss does not include any time dependent deformation for long term loading(creep) in the total lead deflection. The building designer shall verify that this parameter fits with the II intended use of this component. Design conforms to main wlndforce-resisting ..111111AI ' system and cosponents and cladding criteria. Wind: 110 mph, h•15ft,TCOL•4.2,RC0L•6.S,ASCE 7-05, Enclosed,Cat.2 Exp.B, MFRS,o interior zone,load duration factor•1.6, Truss designed for wind loads o !n the plane o}the truss only. 0 V _ o ►-_a 4 soPRotz• 11-2.5x4 11.1.5x4 i�Q SJ 4�\' FN-N, N�6'. O• . e - vOR0.Ngg 1 1-06 1 5-00 l - G�%26, V2 -5'/„. ,..4.. JO..\\V l2%/; EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - F3 Scale: 0.5661 `�y rW0/r/Ai WARNINGS: GENERAL 50195.Lobes Mends..., l aA O,�d I.suaderand erection..actor should bo advised of all G.ne,aINobs I.This design is based oNy upon the parameters thousand is for anbdSidu.l �p..., -Ar�' Truss: F3 and YAmigs bore construction commencesEuadigcomponentApp&LabIty or design Parameters end prop.. O . . 2.an4 compresebn web bracing must be Instated whet.sown♦ in.rperabn or component Is europonsseoy of Nabadrg designer. '4'0 FA ^�S.Add2enel brryorary tacLgb msun sbbaly durmpeensauctbn 2 Doe* Imes lb by and bottom W.ds b be lateraty tweed N , •DES. BY: RiJ 2'ac:ndatWe. respectrey.mlessbracedunoughoab.ik��..WW��by Is orm..r.cbr.Addtioul pemunenl burg of continuous sheamug such as plywood sbalhbg(TC)and/or drywaLXBC) ' DATE: 7/2/2013 Um overall structure Is Ne meponsioy of N.bolding designer. 3.as Impact bridging lateral bating reviled enders show a 9 4.Ifo bad should be eppeed to any component wet alter se bracing and 4.Installation m Wu is the respom of be respects.co r. 4'4'1. #1 SEQ.: 5579825 fasteners am complete a.et no time should any bads grubs Nan d.aagn assumes Wes.be robe ab a nen eenvironment 24243 Q design loads be appnedmany.mponeM. and am ror•dy.ndtbn'ofLeo Un`•S/(/- TRANS ID: 372404 5.Corroe.hasnconinloverandassumesnomspombiltybrm» a o. Y,.m,e,rosine.Mgetaeewwn.sh.".3t.°I."704¢ ',$O 74DISIE1 ��111' N Jabbed.,.ads a eNprroM a.nstallaepn of components. 7.n.tgn assumes adequate drainage b o,o,.d ��Vr�a� •� 1111111 VIII IIIc VIIIIHII IIXI IIIIIIII ILII B This design is Nmbbdsubhctb tl.s Fmlaibns set forth bg a 19.44 celeb.Pmbs analb bcmed en bob faces of and placed so Med.Mar 7/Z//t,.'V`05•A �..r TPLWtCAfn SCSI.copies at which web mmnM1ed upon request. S.pleas Fdkale nth joint of plate b�inches. L6Tek USA.lne7Cart.ptlTrus Software 7.6.4SP5(TL}E TO.Far6,510eonnocm,plate design vs..see E3R-I3I I.ESR-1088(Wield a. •• •• •• • • • • • • •• • •• • •• • • •• •• • • • •• •• • •• • • ••• • •• •• •• •• • • •• • •• ••• • • • •• • • • ••• • • • • • • • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• •• •• • • • • • • ill! • • •• ••• ••• • • • • IIIIl!n This design prepared from computer input by JP LUUBER SPECIFICATIONS TRUSS SPAN 5'- 0.0' IRC 2009 UAX OFIIBER FORCES 0R/GDF/C4.1.00 TC: 2x4 OF#15170 LOAD DURATION INCREASE•1.15 1-21 -66) 94 2-4= 97 75 3.4.(.146)68 BC: 2x4 OF 0188TR SPACED 24.0'O.C. 2-3.(-145) 186 ( ) ( ) WEBS: 2x4 OF STAND LOADING IC LATERAL SUPPORT 4.12.00.U011. LI)25.0)4DL( 7.0)ON TOP CHORD= 32.0 PSF BEARING MAX VERT MAX HORZ BOG REQUIRED BRG AREA BC LATERAL SUPPORT C.12'OC.LION. DL ON BOTTOU CHORD= 10.0 POE LOCATIONS REACTIONS REACTIONS SIZE Still. (SPECIES) TOTAL LOAD a 42.0 P5F 0'- 0.0' -77) 444V -98/ 111H 5.50' 0.71 DF(625) OVERHANGS: 18.0' 0.0' 5'- 0.0' -39/ 194V -98) 111H 5.50' 0.31 DF(625) LL.25 PSF Ground Snow(Pp) Connector plate prefix designators: C,CII,CI8,C1118 )or no prefix) =CanpuTrus, Inc IIDITEO STORAGE DOES NOT APPLY DUE TO THE SPATIAL :0010.2:Dednn checked for net(-5 osfl uolilt at 24'oc spectral.) D,U20HS,Y18HS,1116=NaTek UT series RE0U10EUEIITS OF IBC 2009 AHD IRC 2009 NOT BEING UET. VERTICAL DEFLECTION LIUITS: LL•L/240, TL=1!180 For hanger spec.. -See approved plans MAX Ll DEFL=.0.011'@ -1'- 6.0' Allowed= 0.150' BGT0OU CHORD CHECKED FOR IOPSF LIVE LOAD.TOP SAX TL DEFL=-0.013' @ -I'- 6.0' Allowed= 0.200' A110 ROTTOU CHORD LIVE LOADS ACT 11011-CONCURRENTLY. MAX IC PANEL LL DEFL=.0.084'0 2'- 5.5' Allowed= 0.344' SAX IC PANEL TL DEFL a.0.087'@ 2'- 5.5' Alloyed• 0.516' 5-00 -- { VAX HONI Z. LL DEFL= 0,001' @ 0'- 5.5' 12 UA%HORIZ. TL DEFL= 0.001'@ 0'- 5.5' coo V d-1.5X4 y This truss does not include any time dependent defon ation for long tern loading(creep) in the total load deflection. The building designer I shall verify that this parameter fits with the intended use of this cosponent. Design conferee to main wtndferce-resisting systole and components and cladding criteria. Wind: 110 mph, h=15ft, TCOL=4.2,1001=6,0, ASCE 7-05, es Enclosed, Cat.2 Exp.B, MRS, o interior tone, load duration factor•1.6, o Truss designed o for wind load. a to the plane of the truss only. of n ��cat r l U.2.5x4 U-1.5x4 `R�D PROF�cS" a 1, Y 1 e..OR' 4Nq� 1.06 5-00 OGC►-26.4 ...53- -V,... °'JONN�7/2//3 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - F4 Scale; 0.566 tipP'w�NN��i W001eu]S: GENERAL NOTES,Wesson's/wise noted: �1 �t' 1.P.ader andwecthn contractorahoud be adeisea of as Genual holes 1.Thin design horsed any upon u.awranulen shown and h for an indrdum , / 1 >, '� Truss: F4 adVMminysWoreconstru[5onanmanae. w:diaamponent.APrEahltyofdesignparametersandproper o 2.244 compass.web bracing nivel be nataned s hero Show.... Incorporation of component h the rasponsaTsy of ace buadne designer. •�ts``� )X 7 '. 3.Addwanul leaverary bracing b insure stabeyd Ie ansnuclbn I.Design assumes the top and bottom Merits loblateraa/bacad at •� --5 I DES. BY: KU I.responsibly of Me ceder.Add time,gmnnent bracing of 2'cc,.at10'1c respeckroM.Ness anted throughoNNeahnph by DATE: 7/2/20)3 the earae.c=A=.has aeponsLiry of the budding assgar. roma.meaning has pty 3,.sM1esd ch.c.)aMlor drywa16L7. - s 3.2x I.fl b1d9N9 or diem!baaiig required xhae oho sn.♦ 4.No bad show be appfed d any component Until after an bracing and 4.imtaxaas of was is the resanaaa4 of daaspective..rmcros. Ari t SEQ.: 5579826 fasteners are complete and atnoumesnoudmyloamgreater wn S.Desgness.maswssesareroae.sedlanon-M,O51.emlanm.. 24243 design bads be applied b any compliant. d are for'dry anduon'of use. A y TRANS ID: 372404 s.ca Taahaanaanbote.e,a.aassu,a.a,aaponsaaykru,e 6.De.gnassumesfuebearigatalsupansahonn.Slimorweddoe 1''O 'loin- O fabrkaAon,handling.shipment and Nsocucnar components. T.Desgne sumer adaeuata drama.•is presided. 6.Thin design is furnished subject lothefntapons sat faTh by e.Pintas she.be located on both lams of.as..M placed ea then anter / //- SfONAL- III VIIIAILII III IIVIII I III MAMMA In BCS copies of Mkt,ni]be rumiaM1ed upon request. 9 Ec.sscNdrale aka el plata Nftncies_ �1�1 �� f RRTek USA,Ins TNS Software 7.fi.4-OP5(1L}E 10.Forb.sk connector plate design rakes sea ESR-1]11,E5R-1S66(tlneb) OS •• • • •• , ••• •• • ••• ••• • •• •• • • • • • •• • • • • • •• • ••• • •• • •• • •• - • • • •• • • • • • •• •• • •• • • •• .- • • • • • ••• •• • • • • • • •• • • is • • •• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • is • • •• •• • ••• ••• •• • • • • • • HUMID This design prepared from computer input by uu�I JP 1058ER SPECIFICATIONS TRUSS SPAM 8'. 0.0' IRC 2009 VAX UEUBER FDRCES 46RI0DFICq=1.00 TC: 294 OF 110819 LOAD DURATION INCREASE=1.15 1.2.1 .64) 94 2.6=(-25) 207 6-3=(0) 173 BC: 294 OF 110819 SPACED 24.0'O.C. 2.34.321) 111 6.4=(-25) 207 WEBS:204 OF STAND 3.4=(.321) Ill LOADING 4.5=1 -64) 94 TC LATERAL SUPPORT<=12.0C.u09. LL(25,0)001( 7.0)ON TOP CHORD= 32.0 POE BC LATERAL SUPPORT 0=12'0G. 0011. 0L ON BOTTOU CHORD= 10.0 PSF TOTAL LOAD= 42.0 POE BEARING UAX VERT VAX HORS IRO REWIRED BOG AREA OVERHANGS: 18.0' 18.0• LOCATIOPIS REACTIONS REACTIONS SIZE 30.I11. (SPECIES) LL=25 POE Ground Snow(Pg) 0'- 0.0' -82/ 507V -84/ 649 5.50' 0.81 OF(625) 11-1.504 or equal at non-structural 8'- 0.0' -82/ 507V .84/ 840 5.50' 0.81 OF(625) vertical umbers(non). LISITEO STORAGE DOES NOT APPLY DUE TO THE SPATIAL Connector plate prefix designators: REOUIREVENTS OF IBG 2008 MID IRC 2009 NOT BEING VET. k9.80._2'Design checked fgLnetl-5 sell uplift at 24_ocspacing.! C,CN C18 CN18(or no prefix) -Couperin, Inc BOTTOV CHORD CHECKED FOR IOW LIVE LOAD.TOP VERTICAL DEFLECTION L10IT3: LL-11240,TL=1/180 0,02UAG,1118N5,016=HiTek UT series AND B0TT00 CHORD LIVE LOADS ACT NON-CONCURRENTLY. VAX LL DEFL=-0.011'0 -1'- 6.0' Allowed= 0.150' OAT TL CEFI=-0.013'@ -1'. 6.0• Allowed= 0.200' SAX LL DEFL--0.011'8 9'. 6.0' Allowed- 0.150' 4.00 4-00 MAX TL DEFL--0.013'@ 9'- 6.0' Allowed a 0.200' I _ HAD IC PANEL LL DEFL=-0,016'@ 5'. 9.2' Allowed= 0.276' VAX IC PANEL TL DEFL--0.017'8 5'- 9.2' Allowed= 0.413' 4-00 _ 5.06 f ,,,,,' OAT H0912. LL DEFL= 0.001'6 7'- 6.5' DAX HORIZ.Tl DEFL= 0.002'H 7'- 6.5' 12 12 6.00 V I'u•404 s.:111.00 This truss does not include any time dependent deformation for long ten loading (creep)in the g4.0. total load deflection. The building designer U-3X66-356 shall verify that this parameter rite with the Aintended use of this component. �1 Design confons to lain windforce-resisting system and components and cladding criteria. 11.1.5X4 i ' U-1.5x4 Wind: 110 mph,ha15ft, TCDL4.2,BCOL=6.0,ASCE 7.05, Enclosed,Cat.2 Exp.B, MRS, interior zone, load duration factor-1.6, i j+ Truss designed for wind loads ~ W-3X8 ' 1111111166. U-3X8 r in the plane at the truss only. ,. Truss designed for 4x2 outicokers.2x4 let-ins of the same size and rade as structural.top chord. Insure tight fit at each end of let-in. Outloaken must be cut with pare and are c ) l .c permissible at inlet board areas only. . _ cm t.� 6 ........ o 1.1-2.504 6-1.504 0-2.504 iT._ FROF�ci fr .ti V I6 4 00 l 4 00 } • GOR �+9� _ I i. O .0-26.`� U . 1-06 8-00 1-06 �G��A.JOH��� 7/z//7 EXPIRES 6/30/15 JOB NAME: LENNAR- 2701 MULBERRY E - 01 Scale: 0.502 • �ti9N.w4 1:0 WARNINOs: GENERAL NOTES.unless otherwise noted: a � Q 1.Budder and erectlen connaclor should be advised et an General tlotes 1.This design Is based any upon the parameters shown end h for an NdAidual i3,•. �' �' Truss' 61 and Wsmings wan consbucwe commencesbudd<p component APpacebaay of*elan parameters and o proper •(h' t3, Z • 2.244 compression web erasing mast be Netawd where shown.. troorponeon al component Is to response.*al ue buddp ►/ 3.edtlnww lemperan aacvp to Insure.tab construction construn 2 ossa sue spend.temp chordate be int«.o*a.cea.1 DES. BY: (.0 bine respells-tray ote•arec0r Addmw nolnnlnent bracing of 2.cc.ands)la n.crespeceveyunless braced throughout their length by OM structure is ns A rtS bold designer. continuous sheathing such as prywoodswathidlencs cc.r4nder rymgeq • DATE- 7/2/2013 pons aye ere ser. 3.za buns'e.mging et lateral bracing reeriredwhore shown e e • .,e 17.:tTF,' '.. S.No wad should w applied to any component testa after slithering end 4.Insteuuon of truss n ue resoensaay at the resposz convector. SEQ.: 5579827 fasteners are in complete and at no tshould any loads greeter than 5.Design assumes trusses are be used on a non-corrosive environment. .. 242.3 TRANS ID: 372404 Msign loads w*puled wany compoent. dar•for'dncaraBa�ofuseI ''�a AA • 5.CompuTrva has ne“ntrol ever and»sures no rasponaLny forthe e.Msebaaas""'""wadng'the supports shown.SAhnerwedge a '1 •'4bMeN� tsbrfcawn,handing,shipment end Installation of components, e�� S.ThisdesanSfurnished subject tothe r.}enwnset forth by a PP�atessh llbetloscaa donbmni:«:offtruss.andplaced sethee eennr //�i' cr/ NAI- � IIIIIIIVIIIIIIIIIIIIVIIIVIIIIIIIIIIIIIII Tr racANBCSI,wpYsofwhkhwmwlumlMeduponmquesl I.Dipsolc eawtlhpWpnnrinae /�//y N N lgTektlSA,Inc/ConpuT us Solhva el.6.1 SP5(iL)-E Ia.For bask connector patedaatggnavalues see ESR.1311.ESR-1925Dr,Tee) L(( .. • • • • •• •• •. • • • • • • • • • • • • • • • y • • • • • • •• •• • • • • • • •• • • ••• • • • • • • • • • • •• • • • • • • • ••• • • • • • -• • •• • • • • • • •• •• • • • . • • • • • • • • • • • • • • • • • • • • ••• • • • ••• •• •• • • ••• ••• • • • • • • •S 0** ••• • • • • • fI • • ••• • 1011111This design prepared from computer input by AA • 'I JP LUUBEA SPECIFICATIONS TRUSS SPAN 8'- 0.0' INC 2009 VAX BEBBER FORCES 40RIGDFIC(1=1.00 IC: 204 OF 8188TR LOAD DURATION INCREASE=1,15 1-24 -43) 63 2-5=(-64)200 5-3=(0) 173 BC: 2x4 OF 1108T11 SPACED 24.0'0.C, 2-3•(-324) 150 5.4=(-64) 200 WEBS: 204 DF STAND 3-/*(-321) 135 LOADING TC LATERAL SUPPORT<•11'00.UON. LL(25,0)aDL( 7.0)OH TOP CHORD= 32.0 PSF BC LATERAL SUPPORT<=12'0C.U011. DL ON BOTTOB CHORD= 10.0 PSF BEARING VAX VERT DAY HORZ IRS REQUIRED BIG AREA • TOTAL LOAD= 42.0 POE LOCATIONIS AEACT101IS REACTIONS SIZE 50.10. (SPECIES) • OVERHANGS: 12.0• 0,0' O'- 0.0' -74/ 4670 •77/ 75H 5.50' 0.75 DF(625) Connector plate prefix designators: LL•25 PSF Ground Snow(Pg) 8'. 0.0' -43/ 2340 .77/ 750 5.50' 0.53 DF 1625) C,C11,CI8,CN18(or no prefix)=CompuTrus, Inc 1101760 STORAGE DOES NOT APPLY DUE TO THE SPATIAL � 0,620X5,11801,016•6TTek NT series REOUIREUENTS OF IBC 2009 MID IRC 2009 NOT BEING BET. CURIO.2: Design checked for REt(nS..pai)_.uplift at 24_oo_4pec1n0.I VERTICAL DEFLECTION LIOITS: LL=L7240, TL=L/180 00TT00 CHORD CHECKED FOR ISPSF LIVE LOAD.TOP UA%LL DEFL= •0.002'0 •1'• 0.0' Allowed= 0.100' R10 807708 CHORD LIVE LOADS ACT NON.CONCURRENTLY. BAD TL DEFL.-0.003'0 -1'• 0.0' Allowed• 0.133' SAX TC PANEL LL DEFI.-0.014'0 2'• 2.8' Allowed• 0.276' • 4-00 4-00 UPI TC PANEL TI DEFI= -0.015.0 2'- 2.8' Allowed• 0.413' • 1 1 • BAD HORIZ. LL DEFL= 0.001. 0 7'. 6.5' 12 12 OAT mORIZ.TL DEFI= 0.001' 8 7'. 6.5' 8.00 V Q 8.00 1111-404 This truss does not include any time dependent deformation for long term loading(creep in the 3 4.0' total load deflection. The building designer shall verify that this parameter fits with the 1_� intended use of this component. • • i Design conforms to main wlndforce•reststing • system and components and cladding criteria. •• • • Wind: 110 mph,h=15ft,TCDI.4.2,8COL=8.0,ASCE 7.05, Enclosed,CaL2 Exp,B, WBFRS, interior acne, load duration factor=1,6, Truss designed for wind loads in the plane of the truss only. • • ( 0 o. o� O il 5 - ►�-4m o U-2.504 11.1.504 162.5x4 co PROF -- c -�. 9 .. • • r tit.1 1 ,_ 4-00 4-00 ORe-$14,,, • 1-00 8.00 '• oy 1)'26.s`. ,tU G/OA.JO\' ' 7/1./13 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - G2 4\Y'AV' Scale: 0.5377 WARNItroS. O.Th.Lde NOTES.unless edonly GONNA.par ts. /y rT OI 1.Ruade,and ereceonoon4xlw*cwunesdnsedofaeGeneral Notes 1 ThS*e6'hbeendo&yupenu•wrsignima annarnhr«•nM.idual 1 +G Truss: G2 end ompassbo0m bracing must buerywon•of fcompnent Ntneespons pa.ometersand pa p 2.zyrnnpoa000nw.e ba<ms mus=ty FstalNd wnew shown. nwrporaeon arconponenih the,.apena'Aay of Me buw a soon.,, .714'4, . • a.Adtlabiul lerrygrary Islay to Insure s05001 dumpwmb0,00 2 Design assumes lop end bottom Nba b chords braced at DES. BY: MJ 3. ,es 2'pc.wn.d at 1. unless braced throuaro'000rr Nn9th by ' pone oeine Brener.Adtlmnar pemurant booing of centuous sheathing such as plyxoed s0ea0.ne(TC)ant.drywna(Bes I R DATE: 7/2/2013 the os.Maoris h the,esponsibnpot ON deegner. 5.2sImpact btidgbp or lateral basing required wMn shown•• ' 4.Ib load she.Isa appaedto any eorpen•nt uny A.o a•bracing and 4.lust...on abuse h tM,.apansailty of 9e mspenne contractor. =a'24 J'4:' SEQ.: 5579828 fasNnenare complete and at no Ere should any loads greaterWn S.pegn assumes tubas are to be used:,a no.conosne environment. 24243 design beds be sparred b any component and are fe•drycwt.*.Ouse Ay ,..�Q //�Qa- TRANS ID: 372404 s.eo„.„..hao,awnbalov.,and.ssume.no responiMry brdw O.Dwnec�nassumesubeaM9 at al supports shown.shinier w.dg.e O �IJ IL.V.06 fabrication.haM.ng..hpment and Installation or components. 7.Design assumes adequate dramas Is provide. U`- e.This desgn5C0Nm1,0dsub).to0aemtanonssat foMby S.Wtesshall bebested anboNfaces o s.and pieced se.e'aeehier �/l`/5,`S70NAL _� 11111111111 VIIIIiII 111111111111111 TPLANT1ATe L$ In01ColnpUTR 9S0lhvo e7: -5P5(1L}Estales et MIN.be furnishe0 upon at 10.Forbasicemit cono00s coincide 0,,platedesgn values sae ESR ESR-tea01MR.0) 9.Visits in cote sNa of plate n inches * • •. .. S. • • • • .. . . . . • • • •• •• • • • •• • •• ••. •. •• • •• •• • • • • •• ••• • • •• • • •. •• . • •• •• • • • • ••• • •• ••• ••• • • •• •• • • • • • •• • • • • • •• • • • . • . •• •.. •• • •.. • ••• . • • • •• •• • • • • ••• ••• •. • • • • . • . • 11111111 This design prepared from computer input by JP • 108889 SPECIFICATIONS TRUSS SPAN 1'- 0.0' IBC 2009 VAX BEUBER FORCES 4BR/GDF/Cq=1,00 IC: 204 OF a10879 LOAD DURATION INCREASE=1.15 1.2.(f.334) 158 1.4=(-13)210 4.2=(0) 176 BC: 204 OF IISBTR SPACED 24.0'0.C. 2.3=(-331) 158 4.3°(.83(210 WEBS:204 OF STAND LOADING IC LATERAL SUPPORT no 12'0C.UON. LL(25.0).DL( 7.0)ON TOP CHORD= 32.0 PSF BEARING OAX VERT MAX HOR2 BRG REQUIRED BAG AREA BC LATERAL SUPPORT<=12'0C.0011. 01017 BOTTOU CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 01.111. (SPECIES) • TOTAL LOAD= 42.0 PSF 0'- 0.0' -47/ 341V -75/ 720 5.50' 0.55 OF)625) Connector plate prefix designators: 7'• 11.5' .46/ 331V •75/ 720 3.50' 0.53 DF 625) C,CK,C18,C916(or no prefix) .ConpuTrus, Inc LL=25 PSF Ground Snow(Pp) • 11,O20HS,U18HS,B16=U1Tek UT t=ries • LIOITED STORAGE DOES 00T APPLY DUE TO THE SPATIAL COM 2: !lesion checked for nett.5 pail uplift at 24'00 wacin0.) BEGUIREUEIITS OF IBC 2009 AND IOC 2009 NOT BEING UET. VERTICAL DEFLECTION 11OOTS: LL=L/240,TL0L/180 WAX Ll DEFL= 0.000'9 0'. 0,0' Allowed= 0.004' BOTTOO CHORD CHECKED FOR 10PSF LIVE LOAD.TOP OAX TL DEFL= 0.000'6 0'- 0.0' Allowed= 0.006' AND BOTTOO CHORD LIVE LOADS ACT 110N-CONCURRENTLY. EAT TC PANEL LL DEFL= .0,012'0 5'.10.0' Allowed= 0.276' RAX TC PANEL Tl DEFL=.0.014.9 2'. 2.8' Allowed= 0.413' f 4-00 / 4-00 1100 HOR[Z.LL DEFL=-0.001'P 7'- 8.0' •• 12 02 VAX HORIZ.TL DEFL= 0.002' 0 7'- 1.0' 8.0017 Q 8.00 This truss doe.not include any tine dependent • 111.1-454 deformation for long term loading(creep) in the • 4.0' total load deflection. The building designer •• 2 shall verify that this parameter fits with the intended use of this component. •• • ' Design cantons to mdn wlndforoe-nalatinp • aiiiiiiill systea and weponenta and cladding criteria. 666. Wind:110 mph,h=15ft,TCOL=4.2,8COL=6,0,ASCE 7.05, Enclosed,Cat.2 Exp.B, MFRS, interior Zone, load duration factor=1.6, Truss designed for wind loads in the plana of the truss only. � ] c 0 1r 4 y3 0 11-2.5x4 D-1.5x4 61.2.5x4 f�4R�0 PROFESS/ • 1' 1 tr ..1. 1 ;R • 4.00 _ �, ,. .- 4-00 'PI/1V 1 7-11-08 0-00.08 •' •'(.., OR eeNgf L 0.." 641'26,° U=, s o0 G7DA JONES'' 2j1 •3 • EXPIRES 6130115 •• • JOB NAME: LENNAR- 2701 MULBERRY E - G3 Scale: 0.5011 ti�pw0NNy> . WARNINGS: GENERAL NOTES,unless otherwise MWd. a� • • O • I.&0O,and arar With mentor aheaw be.meed or al General Notes 1.Tnia dasgn n based onN upon the parameter sheen and is for en ndictdo l Tt 0) '�i^. Truss: G3 and waningsbefore eon.WccocOb nee ��apsormoneniAppraeagofdesign paramxe,aand p,oper '� p 2.thee compression eobbrac'rq monbe nstalledyhne sheen a ...oraeon or component Isutt rent.uod ay M the lathing desgnar. : ' J.Aad wntlomperary GacegroNsna Mabxxym'Ng conswucnon 2 Dasyn anu'natio lop and bottom nheMste be Ntenny braced v�/ Ijia ? h DES. BY: A1,1 nee responaba,of me erector.Addbont Mbrac' M conte em Mea sege.such ths.thy Md amm�ahe!or mryeal(lhby .0 Ne elms.stump=Is the ebm,n n, mrwastbhea900 Menta ecIngrdsheathing(TC).,edehe..sheen rax BC v DATE: 7/2/2013 Monarrty of m.e sfte,segnr. s`2°,a„p mnnI Innen of laN,af a,cbq reauaed.her.ano=n.. ! 1 ri 4.Nob,eshoWd be applied N anyc.,e,nentora eller en bra=g and .OuIunonofwn is.o..sponxasy or the resporvle contractor. url24 ..I`+= SEQ.: 5579829 (..mare south..and el no Ww should any bads greater than 5.Desyn assumes Messes an to be owl N a nncerresNe envinnment, and the ,Q 24243 Nsgn bads N epprgd to any component. ry cendlwn'o!the. ?' TRANS ID: 372404 5.GmpuTmshas no control overand assumes notespomb3rybrthe s osagn 'nnaamac•annoataaswndaaho..n.SNmeryAdgem O tnE nbdcaaon handling.Wpm.and..Neabon M components. F.Doogn assumes ameuate drainage N 0,040.4 F II�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII m.TNsd.sganwmahodswpat oIheImitations setadnby le Metesshall be located onboufaca,olInns.and placed souwimMe, �fZ t( es/OhAL TP4WTCAn SCSI,cad sen el which eglbommiNed upon request. i3OInsfea site ofpcenhr Wes. r MTek U InviC s.Dye,emm�site a para n Inches. USA, omlwTrus Software 7.6.4SP5(iL}E 10.For basic connector Pale desgn values see ESR-1111.ESR-leda(A11Teb) • •• • • • • •• •• •• • a • • • • • • • • • • • • • • • • • I • • •• •• • • • • • • IS • • ••• • • • • • • • • • • •• • • • • • • • ••• • • • • • _ • •S. • • • • • • •• •• • • • - • • • • • • • • • • • • • • e • • • • • ••• • • • ••• 1 1 •• •• • • ••• ••• • • • • • • •• ••• ••• • • • • • • a•• • 1111111111 This design prepared from computer input by JP LUD8ER SPECIFICATI011S TRUSS SPAN 7'- 6.0' IOC 2009 VAX VEUBER FORCES 460/GDF/Cq=1.00 IC: 2x4 DF N16BTR LOAD DURATI00 INCREASE=1.15 1.2=(-287) 151 1-5=(-75) 173 5-24 0) 159 BC: 284 OF N185TR SPACED 24.0'0.C. 2.3=(446) 113 5-4=(-75) 173 3-4=(-307) 154 WEBS:204 OF STAND; 3.4=) .33) 44 2x6 OF 902 A 10ADI110 IL(25.0)401( 7.0)ON TOP CHORD= 32.0 PSF TC LATERAL SUPPORT v=12'0C.DON. DI ON BOTTOU CHORD= 10.0 PSF BEARING DAX VERT VAX H002 BOG REQUIRED BRG AREA BC LATERAL SUPPORT<=12'0C.VON. TOTAL LOAD= 42.0 POE LOCATIONS REACT106S REACTIONS SIZE 10.190. SPECIES) 0'- 0.0' -43/ 3140 -75/ 55H 5.50' 0.50 DF 625) LETINS: 0-00.00 2.00.00 LL=25 PSF Ground Snow(Pg) 7'- 6.0' .44/ 3160 -75/ 550 5.50' 0.51 DF(625) Connector plate prefix designators: 110110D STORAGE DOES NOT APPLY DUE TO THE SPATIAL 'C0110. 7:Oeslgn chE£ked for nets-5 Dail uplift at 24'oa aouing.J C,CN,L t9,G 119(or no prefix) =Comperes, Inc REOUTAEUEIITS OF 160 2009 NIO Inc 2009 NOT BEING NET. U,1920N5,IIBHS,516-9iTek UT series VERTICAL DEFLECTION 1I91TS: LL=14240, 11.1/790 For4. hanger specs. -See approved lana BOTTOU CHORD CHECKED FOR tOPSF LIVE LOAD.TOP PAX LL REEL•-0.008' @ 5'- 11.3' Allowed= 0.329' 0 D pD 0 MID 90TT00 CHORD LIVE LOADS ACT DON-C011CURRENTLV. SAX TL DEFT=.0.007' @ 5'- 11.3' Allowed= 0.439' 4-00 3-06 YAX 900512.ll DEFL--0.001'0 7'- 0.5' •• i .1' l' MAX H0R1Z.IL DEFL- 0.001'@ 7'• 0.5' 4-00 1-08.14 1-09-02 This truss does not Include any time dependent fl i' deformation for long term loading(creep) in the 12 12 total lead deflection. The building designer shall arame coo p Q 8.00 intendedrifsee of that this thisof ills with the 1111-404 Design conforms to sato eindforce•remOetinp , 2 4.0' system and components and cladding criteria. Au Wind: 110 mph, h=15ft,TCOL=4.2,BCOL+6.0,ASCE 7.05, Enclosed, Cat-2, Exp.B, OURS, interior zone, load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. 0.2.5x4 0 0 tilor- I 1 j:I:, 0 1'' 5 4.4 �p PROfi 0-2.5X4 U-1.514 11.3X6 ,45LGPR FS, 0 Fa cy 4' /11),1 ) ', i b l 4 ... OR 0•90 ro 4-00 3.06 e'G 94 2 y ) f, <r26,� ,U 7.06 .14, A As JONay 7/z//3 EXPIRES ,6130115 JOB NAME: LENNAR- 2701 MULBERRY E - G4 Scale: 0.469 ti_p,.3ONrVd(.N% WARNINGS: GENERAL NOTES.unless otherwise noted: e 'i..,, .0 1.&oder aM.eekn=Moder should be advised of all Genanl!Wes 1 This design h besed My upon be peranelars shown and is kr en bdn.0uel ; // 4 //" • Truss' G4 and aysrNn9s before const lion commences. buldkrg component.mils, or amigo poranm.s and proper (_• t O ' 2.211 compression nab bracing mu+lb Installed where shown.. Incorporation of component h ie.reepenstrfry of to WWng designer. D ✓ .r S.Addwonalkmporary bracing to insure•tat.Try during censbusten 2.wbn assumes Pre bpaatl MtlwncMrdsb be Weraey braced at 1 DES. BY: All hwe responlaay of Na erector.Aadborel permanent bracing of recandsaleeec.re•MCDveh cert•,+brawdmcougMul M.Dkn..by / Ne owrae structure is res int of bccS de 00.0onesbecMagaucha+pyeoad sheatny(ra)andror dryvesSMCS DATE: 7/2/2013 pons rya e. +boar s.Se henna brbglno mer.bracing quaedwhere shown•• `r r22' 4.Irobsdarmed M appEed to any corrponenl cow alters.Death.and 4.Vee9n on a buss or reepen.A74y l to respective contractor. °�-7) '. SEQ.: 5579830 ..anenancompkk and el no lime should any loads greater Man S.Design menuswmsar to be Ab a non-comaemvonmenl. 24243 design loads be a Wed b any component. ands'kr ndeb of use. i' 1 f1fa� ��''e 4I TRANS ID: 372404 5.Comoros has no control over and assumes no responsAery kr w+bn mu'.fua Mahg alt.."`'••'''''''''Shinorvwdg•' 0 031SD1ll~ fabrWben,handbg,•hinen andlnsbnalbn or campenenl+. 7.Design mnames.emos adequatedrainago h provide.. ,1 ((lV••gg7[[�'��,C 6.This design is tomhbod sub}.b tmamhlbns set kMby e.Press shaebbcaled an both faces of Inns.and pieced so Sm.coNer S/ONAL 11111111111111111111111111H 111111111 TPOWnCAISCSI.cophsofwhich v.91Mfurnished upon request H.rro•aeto W.wMloadaenkra e+ �;i// ASTek USA,IncJcompuTrus Software 7.6.4SP5(IL}E IO.Fo Dasie connectorp�edesbn vaAos ego ESR-1311.eon-loos(hTev) • • .. S. •• • • • • •• . . .• • • • . S. •• • • • . • • • ... .• .• .. • • • • • • • • • •• • • • • • • • . • • • •. • • • ••• .• • • • . •• • •• . • . . •• •• • • • . • ••• • • • • to • . • • • • ••• •• • ••• • • • • • • • • • • • . • S. •• •.. ••. •• • • • • • • • IIIIIIIIIN This design prepared from co•puter input by JP LUOBER SPECIFICATIONS TRUSS SPAN 4'- 0.0' ;C000. 2:Design checked for nett-5 pati dolift at 24'Oc ap2Rino,( TC: 274 OF e16BTR LOAD DURATION INCREASE=1.15 8C: 2x4 DF elOBTR SPACED 21,0.i.e. Design conforms to main die-resisting '.. system and components and cladding criteria. , TC LATERAL SUPPORT c=12.00.UOU. LOADING BC LATERAL SUPPORT 4=12.00.ill. IL(25.0(401( 7.0(Ott TOP CHORD• 32.0 PSI Wind: 110 mph, h•25ft, TC0Lo4.2,110L=6.0,ASCE 7-05, • • DL ON BOTTOU CHORD= 10.0 PDF Enclosed,Cat.2, Exp.B, MFRS, Connector plate prefix designator.: TOTAL LOAD• 42.0 PSF interior Bone,load duration factor=l.6, C,CN,C18,CN18(or no prefix)•Coupalrin, Inc Truss designed for wind loads W,U20HS,W18N5,W16=flick VT series LL=25 PDF Ground Snow(Pg) in the plane of the truss only. 12 Gable end trues on continuous bearingwall Will. 6.00 p0000190 STORAGE DOES I10T APPLY DUE 70 THE SPATIAL 'U-1x2 or equal typical at stud vertials. sEOUIREUENTS OF IBC 2009 N10 IRG 2008 N0T BEItiG YET. Refer to CompuTrus gable end detail for 60TT00 CHORD CHECKED FOR 10P5F LIVE LOAD.TOP 5 _, complete specifications__ AND BOOTOU CHORD LIVE LOADS ACT N011-LOBCURREtITLV. II ra et „, 0 N • • • • 2_ iil 4 5-2.514 �`R� D PROF�c5 �GIN$t�• � • y • cw,a, r r I • '.R ' 1 • �OR •Nq, • • 2.06 4-00 9G 26, a`U ' —4f- 4' JONES 71211: • • • • EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - 111 P•JONM t,, Scale: 0,7951 AV' WARNINGS. DENERAL1101ES.unless otherwise noted' !fes a�,.. A�1 O,/' 1.Builder and erection contactor should be advised of al Gomel Poles f This design is based only upon the pat.mawn shown and'.for an individual 1 '$,P''' JOC'')4 (r'• Truss: H1 andvhtrungs bebre consbucuon commences bv`ding component AppsaG.:ty of design parameters and prop.. Z 2.2.4cdmponsbn nab bracing must bo...Med Mere shown a- Noorporabonel component h IMn+ponskaty of the buedned signet }fY ].Add4enallemporarybaebgbthsure zla4tty dump ttno..00n 2.Design urrosgw bpeM bouomoMrdeb(w lapraay ba=th at ,a j/ •T DES. BY: twist is the respons.day el thd etenn„wdeianm rat bac Yo.e andattGec raspecWey unless baud throughout Nei length by I� gmpne bracing continuo.sheathing such as pynood she...TC)andror drymsp(9C). DATE: 7/2/2013 the owe!ebdb..Is the reapomb0iyof0Mbu'Aagdesigner. 3 2x Impact bddgogorWaal 000exg duiredn6ueshneaa t;a • 4.Ne bad shoo.be spa d to tiny component uny ands all bracing and 4 Installation of Inas bNo reaponsRdq of the raspeslrce conbador. '�24 -y'' SEQ.: 5579831 fastenenuecomp'.sMNnoNmshoo.anybameraatefgun 5.Design...mosbusses ate bbu»d non-conosHeenvironment, 24243 TRANS ID' 372404 Haien loads be agog.b any...ondM S and 0.09^......m are los My wt.-VW of use.eY 4 /gip ID: 5.CempuTnts has no control ever and assumes no rosconsmay ler tae aNgo pools shown Siem or midgetl '14 •shill 9 ((%.,, - labrkabon,handyag 00.olPhilmont and malatbrbn of components. T Design asp..abµale drabape LL prevMed. /`ssy ' /V\�' IIIIIIIIIIIIINIIIIIIIIIIIIII�IIIIIIII�� 6.This eksNnbrumbhedsubjecttoOwlmte..set bMby e.Ptatesshzaaboated on both taus of buss.aMpiawdsoMoir comp // SZONAL . TPONTCA m BC51,copies of.N41..furnished upon papist MescebcNa vahlovAcenbranes �/�1 1 my.. lhTek 9.DensI pate size of plate b Inches. • USA, Software 7.6.4SP5(i L}E IO For basic connector plate design...see ESR-1311.ESR-1958 Niles) • • • . . . •• •• •• . • • •• • • •• • • •• •• • • • •• • •• • • • ••• • • • • • • •• • - • • • • • • • • ••• • • • • • _ • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • Sc • • • • ••• • • • ••• •• •• • • ••• ••• • • • • • • •• ••• ••• •• • • • •• o • • ••• • 111111111 • This design prepared from computer input by I' JP LOUDER SPECIFICATIONS TRUSS SPAN 4'- 0.0' INC 2009 UAX UEUBER FORCES 409/GOF/Cq=1.00 TC: 204 OF 61301R LOAD DURATION INCREASE•1.15 1-2a ( 127) 127 2-4=(•76) 45 3-4=(-1451 53 6C: 204 OF STANTp SPACED 24.0'O,C, WEBS: 204 OF STAND 2-3=(-127( 165 LOADING '.. IC LATERAL SUPPORT<.12'0C.1100. LL(25.0)000( 7.0)ON TOP CHORD= 32.0 PSF BEARING UAX VENT UAX HORS ERG REQUIRED BAG AREA DC LATERAL SUPPORT<=12'0C.ion. OL ON BOTTOU CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.II1. (SPECIES) TOTAL LOAD= 42.0 PSF 0'- 0.0' -115/ 614V -77/ 670 5.50' 0.96 DF(625) OVERHANGS: 30.0' 0.0' 4'• 0.0' .16/ 151V .77/ 670 5.50' 0.24 OF(625) Connector plate prefix designators: LL=25 PSF Ground Snow(Pg) C,CN,CI6,C1116(or no prefix)=CospuTrus, Inc UNITED STORAGE DOES NOT APPLY DUE 10 THE SPATIAL !COND.7:Deslon checked for net/-5 oat/ uplift at 24'cc coacins.1 U,U2000,OISHS,U16=UiTek UT series REOUIREUENTS OF IBC 2009 RID IRE 2009 NOT BEING NET. VERTICAL DEFLECTION LIUITS: LL.L/240,TL=L/160 ••For hanger specs. -See approved plane BOTiOU CHORD CHECREO FOR IOPSF LIVE LOAD,TOP UAX LL DEFL• .0.067'0 .2'. 6.0' Allowed= 0.250' UAX it DEFL= -0.100'@ .2'- 6.0' Allowed= 0.333' AND BOTTOU CHORD LIVE LOADS ACT NOIi.CONCURREIITLV. MAX IC PANEL LL DEFL= .0.056'@ 1'. 10.6' Allowed= 0.236' UAX IC PANEL TL DEFL• -0.053'@ 1'-10.6' Allowed= 0.353' 4-00 1 1 UAX HORIZ. LL DEFL= 0.000'@ 0'. 5.5' (2 UAX NORIZ,TL DEFL= 0.000'0 0'. 5.5' 9.0017 This truss does not include any time dependent 11.1.53(4 deformation for long term loading(creep) in the cn total load deflection. The building designer shall verify that this parameter fits with the ,.-.---} intended use of this component. Oesign conforms to main rindforce-resisting system and canponents and cladding criteria. Wind: 110 mph, h=15Tt,TCOL=4.2,BCOl=6,0,ASCE 7-05, c Enclosed,Cat.2 Exp.B, MFRS, o interior zone, load duration factor=1.6, Truss designed for wind loads N in the plane of the truss only, 4. kW Aal / 4 0.2.504 11.1.504 ;�n1EO PROF-6- -5 � `>G1Ne4. g� 2-06 4-00 vG O�• •0 0.26•'%0 U= 9G��A. irlYN. /Z/l3 [Y,PIRES 6/30!15 JOB NAME: LENNAR- 2701 MULBERRY E H2 Scale: 0.6454 pp J07:�N�}�1,yi . WARNINGS: OFNERAL NOTES,unlessothemise noted: �� by �r� '�0� 1.Budder and traclgnccntra.or seated be>Prised of as General!Ides 1 This design h basad only upon the penumbra shone and hbren ind,Mual Truss: H2 end WLmegs Mba<ansbucwn commences braldNgcomponeK Appf>abLty d design panm•len and proper 2.244 compessbn n•b bating must be wlaledyew..ehxe. Ncorpeae*n of component a M nspone.day aloe Mid.g desgner y S.Addd*nalbmporery bracing to sages slain ty damp construction 2 Design assumes the bp and bottom chards le be latently bated al ,•TJI h 7 T . DES. BY: A11 tithe nspenelanay of the erector.AddMNl pamamnt bodily of 2•o.<anda.9fr5sepe<w.y mess Waned IC), oMbbnolh by DATE: 7/2/2013 the overall no dwebme nspamnr9 of ad a= n6nuous etwatAg such Ias b,.eWooedsheathNe(TC)end/or drywae(e0) b* =g designer. 3.2a Impact bridging biota'bracing regaled xhere shone.. r 4.Na bad she Vol beappe=d b ac component until after am bracing and 4.Inst=naan*Musa h M responsano IMM rasps..contractor. d04 ,:�f'e SEQ.: 5579832 baenersate complete and etnolmeshouldany bads wester Mn •Desgnassumesalsseaelebwusedin•unmet* sen environment, B42a3 aesgnb.ds Mappsed b any component. don for rycondwA.f use TRANS ID: 372404 6.Comma,.has ne cental over and assumes no aspen=Ane,for the e'and me •1."..Me at•9°•'W'"•"."eh'."'"deet /yin �1 S/�q' fabrication,hmdIng.swpment and installation a components. 7.Desgn assumes•d.quate drainage b peed. r ,,Its.. y'S; U" ' - 6.This dasgnbwmbMdsubject leMblauo,,set forth by a.PietssealblocatedonbealacesofPuss,sndplacedsoMircenter , ONAL - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII TPeWFCA N DC91,co«ppb,of Minh.M furnished upon request. bus coincide xnn laW center ansa. /Z//y Y p.-.i t 16Tek USA,InofC Trus Software 7.6. 9.Ogb Ndk.e site of abed InInches.vas. 4-9P5(1L)-E 10.For Wsbcie dell 7a46enternvalues sea ESO-1]11.ESA-1966(alt Tea) • .• S. .• • • • • •• ` •'• . • • • e: . . • • • • • • •. ••• •• • • . •. . •• • •.. •• • •• • • • • . . •. ••• • • . •. • •• •• •• •• •• .. • • ••• •• • • • • • • .• • • • • • •. • . . . • . . • • • • •• •• •• • • • • • • ••• • . • 4100 0 •00 ..0 • • •• •• • • • • • • • • ••.• 0 41 0 ••. •• • • '1I • •.• • • IHi This design prepared from computer input by II JP LUMBER SPECIFICATIONS TRUSS SPNI 4'- 0.0' IRC 2009 UAX MEMBER FORCES 44R/GDFICq=1.00 '4141 TC: 2x4 OF#15016 LOAD DURATION INCREASE=1.15 1-2=(-80) 114 1-3-(-51) 42 2-3=(-117) 102 '4141 BC: 2x4 DF PURR SPACED 24.0'O.C. WEBS:2x4 OF STAND LOADING BEARING SAX VERT UAX HOR2 BAG REQUIRES SRO AREA IC LATERAL SUPPORT<= 12'0C.UON. LL(25.0)421( 7.0)ON TOP CHORD= 32.0 PSF LOCATIONS REACTIONS REACTIONS 517E 50.10. (SPECIES) BC LATERAL SUPPORT no 12'0C.MON. DL OD 6011011 CHORD= 10.0 PSF 0'- 0,0' -25/ 1111V -52/ 67H 5.50' 0.29 OF(625) TOTAL LOAD= 42.0 PSF 4'• 0,0' -24/ 1550 -52/ 67H 5.50' 0.25 OF(625) Connector plate prefix designators: C,CN,016,C1116(or no prefix)=CoDpuirus,Inc LL=25 PSF Ground Snow(Pg) U,U20NS,U18HS,U16=U1Tek UT series 50110,2:Design checked for net1-5 oaf) uolift at 24'oc soacing,1 For hanger specs. -See approved plans LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL VERTICAL DEFLECTION LIMITS: L1=1/240,11=1/1110 REOUIREUEIITS OF TIC 2009 NNS IRE 2009 NOT BEING MET. SAX IC PANEL LI DEFL. 0,019' @ 2'- 1.5' Allowed. 0.236' UAX TC PANEL TL DEFL= 0.017' @ 2'- 1.5' Alloyed= 0.353' BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP 4-00 AND BUTTON CHORD LIVE LOADS ACT NON-CONCURRENTLY. HAS N0612. IL OEFL= 0.000'0 0'- 5.5' f- f UAX HORIZ.IL DEFL= 0.000'@ 0'- 5.5' 12 This truss does not include any time dependent 6.051 * deformation for long tern loading(creep in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. Design conforms to main windforca-misting B-1.5%4 system and components and cladding criteria. y Wind: 110 mph,11.15ft,TCDL=4.2,0001=6.0,ASCE 7-05, Enclosed,nersed,Cat.2,Exp,B, USERS, '4141 /j`.Ij- interiorzone, load duration factor=1,8, Truss designed for mind loads In the plane of the truss only. j oc / ao N ,� J G / a�I 0 _ 0 1�1 .. 3 y 0.2.504 U-1.5x4 440 PROPen '.. Com`.0 �GINFF• VI.,. 4.00 -O,y✓G0-26r� C• • .) LOA.JON -'7/2/!3 EXPIRES 6/30115 JOB NAME: LENNAR- 2701 MULBERRY E - H3 �1:S.3:I��1)NRy Scale: 0.6303 'aaNV a w ry''7 0• Y/ARNmlOS: GENERAL NOTES,unless Oho mise noted: ,�A 1.Budder end erection contra.,shone be advised al axGeneral Not., 1 This design Is based only upon the paramobrs shwxn end is for en individual ; \ {/"' Truss H3 ant SHmbgf bfot•cwiW tlonwmm,Mes. buN gcompwn•M.App 2021y of Wign parameters andp proper O ' 2.2'4 compresebn web bacip must be'miensd xfiere uhenn♦ Incomorahon orwmponenl is W respwns•Ity al.huaduq designer. '•�, 1�+,1 'y 3.Atldabn=lampor,ry bacbp to Imam,labaey dwbp cwnsbu<tron 2.Design nw top and bottom chemist*De Morally braced al -'J ajf./ r, DES. BY: 11,1 hNe,..pwn<mr yal n.er.<ro,Aedlwnal p.m.,n.nt bia<.p el roc•nanilaoe n:w<wery menu:sbn<.d inrauuna.n.ir l.mm�by Ia.' ,. meerespotru050 he res m It he bald dos continuousuhoamme acnes plynoodsheathng(TC)Mf,dryxaetflGl. r'�-' DATE: 7/2/2013 pons Situ ap designer. a 241mpa.biHgeportm,mbatio0moultedMat•shosnus ://,`/.,20!' 4.4.No bad should be,pp5ed m any componentuna ea,ell bracing and 4.bmtaealbn alms is.te,pwnfaa:ry et the texpecpv contractor. <w SEQ.: 5579833 fasteners wenplaleand atna0nashould any b,d.smoterwn s.wsgnassumes bu.seaamteheas.0aown-<,re<n,eenvironment, z42a3 de,gn bads be applied b any component. and ate tar Iry con.,of use. n TRANS ID: 372404 5.Cb,k.X.rshas noswab.over end"somas noro0'eon.ryfor the 6.Dosgnass 0NAbe,Np00.supp,bshvsn 6km,nedead "On,R�IS1110,- ."..., fabrbadwn,handrnm,shipment ant bumr,nnn of components. 7.Desgn soma,adeynats.mimeos Is geode.. CSSC� 14 IIIIIIIIIIIIII011111111 VIIIIIIIIIII I'll 6.This design la mrnlMed suble.le 0e an lalbns eat forth by B./labs shah be lxated on boo laces of Vass.end paced ss Netr center 7/2/I° mer'''' ' f• . TP4WfCAm SCSI,cwpksannkhra bfurnwed upon rewuesL Dw,aebcal ash pbtate innche (/ h2Tek USA IncJCGnpuTlus Software 7.6.4-0P5(1L(-E 1m.•Fo,bosbk connector plate in pDledasgn values mea ESR 1311,ES12.1688 p.I Teq • S. •• •• •• • • •• • • •• • W • • ••• ••• • . • S . • • • • •• •• • • • •• •• •• •• • • ••• • •• •• •• •• • •• •• •• • •• • •• • •• • • • • •• • • • ••• •• • ••• ••• •• •• • • • • • •• • • •• ••• ••• • •• • •• p p • • ••• • • IIIIIIIIIIII This design prepared from computer input by I' I' JP LUUBER SPECIFICATIONS COND.2;.DeaigO checked for net(-5 pelt uollft at 24'acIpacin0.I TC: 2x4 DF 01ABTR TRUSS SPAN 12'- 0,0• LOAD DURATIONINCREASE:1,15 BC: 204 Of 4100111 SPACED 24.0.O.C. Design andl0rns to lain d/claddingrcriteria sy systea and caapon.nen[s and cladding criteria. TC LATERAL SUPPORT n12.0C.U011. LOADING BC LATERAL SUPPORT<=12.0G. UON. LL(25.014014 7.0)011N TOP CHORDWind: 110 ah, h-2511, TCOL=4.2,8COL=6.0,ASCE 7-05,22.0 PSF P OL 011 •OTTOU CHORD= 10.0 PSF Enclosed,Cat.2, Exp.B, BURS, Connector plate prefix designators: TOTAL LOAD- 42.0 PSF interior zone,load duration factor.t.6, C,CII,CI8,CG1I(or no prefix(=ConpuTrus, Inc Truss designed for wind loads N,N2ONS,U18HS,B16=OiTek NT series LL-25 PSF Ground Snag(Pp) in the plane of the truss only. L10ITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gable end truce on continuous bearing wall UON. REOUIREUENTS OF IBC 2009 AND IAC 2009 NOT BEING NET. IN-1x2 or equal typical at stud verticals. Meter to CoapuTrus gable end detail for BOTTOB CHORD CHECKED FOR IOPSF LIVE LOAD.TOP Icooplete RpeciRutlanc. • AHD IOTTON CHORD LIVE LOADS ACT NON-CONCURRENTLY. • 6.00 8-00 1 12 12 8.00V i'U-4x4 D Q/.00 n n 0 0 a . a o� �.. O�� 10 �yr�OPROF6c \ 6014.. y t, fr, ilk 1 1 i !1.2,5x4 U-2,5x4 rig4 • �OR0'• r. 0 3 ) 0 G0.26,.`9 U=' 1-00 12-00 1-00 G9A. in,Akf 7/L!I; • EXPIRES 6/30115 • JOB NAME: LENNAR- 2701 MULBERRY E - I1 Bale: D.4869 tin N.Jay* , • WARNINGS: GENERAL NOTES,wess.man..noted: as , rt' 1O I.Bader and erection canitacta should be advised of all General Doles I.This design N based only upon the param..n shone aM is nor an individual ; V 11 J. ''A t' • Truss: I1 aMWambosWore canst..nm ,,n .n hued,yoomponenlAFpsrabxiyeldesgnparametersand.rop•r l O 2 7a4 compression no bea,ng nine M 0,lan.d..hen shove e. k,corpommnorcemponentb Ile nspoendaty el ue hued desgner. ' •/� Im��}S a.Addaenultampcon Nsure aabbry dunbg c.natrucaan 2.Desgnassumestle by and bottom chords.be tetaraay b,<ed al •7 FeF' . t DES. BY: L.1J ...... 2•o.a and at 10,......un.ss b..d nnegho..4 length by spenaaasy et me erecter.AddMno'permanent bracing el e1Agsheathing spry+ dsneall TC1 andrord ac. DATE: 7/2/2013 Mam...tru0un b then,ponsOFry of the balling designer. a continuous Impact bridging cetatarai bracing re0Irednbere sMnne• . ) fine 4.los bad oo,n besppEed to any component tea after as bracing and 4.InstaNaon of Puss is 9e respensbaty of the respect.contracts 'A-/-I .,T SEQ.: 5579834 astenerssin...leeeand at nob.she.any bads greater tan s Design assumes wssesens tob.us..anon.cotrodee.maonm.nl, .q P4243 _ TRANS ID: 372404 sign bads ae appfed lo any conponene d are ter'dry c.nemn'of ism 9.,,,,whasea,...,.„.,.nd..m.m.n,,,,,,ryNrwe 6Design assumes full buMgatall supports shannShim oruedgeit s2l0 'PkilS1-09 011 of Vp K fabrication. Isumshedssubpnrotl.brdt Ion s,,f40ny• s a.PO tesssign n• slb•loc�don.tthn.etoffw°`s.,andplaced sedeb center r• SIGNAL - ' IIIIIIIIIII IVIIIVIIIVIIIVIIIIIIIII TPYW CAnBCSI.Capeso ankh befurnished upon request. 9 ogribr ai.cwagsiaan.n:s 7IO// -k r'' !Mak USA.InofCoepuTrus Software 7.6.4SP5(1L}E le For bask connector plat*design ANes se.838.1311,2284988 0.1.k) 1. • •• •• •• • • • • •• S • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • •• •• • • • • ••••• •••••• •••• •• • • • • • • • 1101111111 This design prepared from computer input by N JP LUUBER SPECIFICATIONS TRUSS SPAN 12'- 0.0' IBC 2009 UAX UMBER FORCES 408/G0F/Cq=1.00 TC: 204 OF 01811TR LOAD DURATION INCREASE=1.15 1-2=(-43) 63 2-6=(-111) 332 6-3=(0)274 BC: 2x4 OF 0138TR SPACED 24.0'O.C. 2-3=(-517)228 6-4=(-111) 332 WEBS:254 OF STAND 3.4=(-517)228 5( -43) 63 IC LATERAL SUPPORT<a 12'0C.UON. LL(25.0)601( 7.0)LOIH TOP CHORD= 32.0 PSF 4 BC LATERAL SUPPORT<=12'0C.UGH. DL ON BOTTOU CHORD= 10.0 PSF TOTAL LOAD- 42.0 PSF ' BEARING DAX VERT VAX HORZ BRG REQUIRED 8RG AREA • OVERHANGS: 12.0' 12.0' LOCATIONS REACTIONS REACTIONS SIZE 50.111. (SPECIES) . Connector plate prefix designators: LL=25 PSI Ground Snow(Pg) 0'- 0.0' -93/ 6187 .106/ 106H 5.50' 0.99 OF(625) , prefix)no C,CN,CIB,CI118 12'- 0.0' •937 6187 -1061 106N 5.50' 0.99 OF (6251 0,62660,61860,1(116=01Tek 6r series=ConuTrus, nc MILTED STORAGE DOES NOT APPLY DUE TO THE SPATIAL • REOUIREUENTS OF 18C 2009 Nig IRC 2009 NOT BEING VET. -- --- d'QjO,_.7;-..WIWI..checked for nett,5 9511 uolilt at 24 ac meads 601706 CHORD CHECKED FOR IOW LIVE LOAD.TOP VERTICAL DEFLECTION UNITS: lL-11240, TL=11180 AND BOTTOU CHORD LIVE LOADS ACT NON-CONCURRENTLY. SAT LL DEFL=-0.002'@ -1'- 0.0' Allowed= 0,100' DAX IL SOIL-•0,003'0 •1'. 0.0' Allowed= 0.133' UAX LL DEFL=•0.002'0 13'- 0.0' Alloyed= 0.100' DAX TL DEFL=.0.003.0 13'- 0.0' Allowed= 0.133' V8' A%TC PANEL LL DEFL=.0.076'@ - 9.2' Allowed= 0,436' 6.00_ _ _ 6-00 f UAX TC PANEL TL DEFL- 0.074'0 3'- 2.7' Alloyed= 0.654' • 12 IIU-4X4 12 UAX lid . LL DEFL.11 @ 11'- 6.5' 0.00 Q 8,00 UAX . TL DEFL- 0.005'@ 11'- 6,5' 3 4'0r Thruss does not include any tine dependent IL detion for long term loading(creep) in the tooad deflection. The building designer Sherily that this parameter fits with the Ald . ' ind use at this coeponent. n conforms to calm nendtorce-resisting c and components and cladding criteria. Wind: ph, h=2511, TCDL=1,2,BCOL=6.0,ASCE 7.05, sed,Cat,2, Exp,B, UWER8, ior zone, load duration factoral,6,designed for wind loads in the plane of the truss only. • ;;f7. a B .I < PR0 o .. 5 5-94 tFt�� 6s ' U-2.5X4 11.1,5X4 U•2,5X4 4��`����GINFF' "Vy 1 • , ()RPM 1, • 6-00 6-00 G g = J } J. Oi,G <Y26.1 4., • 1-00 12-00 1-00 /6A-JOaNS?ft/13 • EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - I2 Scale: 0 4369 a�9 P►•WOH ,: • WARNINGS: GENERAL NOTES,unless*O.M,.rwted � Q ' I.Bolder and erection wnoacter Should he adnsed of al General Notes 1 This design 6 based onty upon Ouparaearten shown and Is for on Individual : �t`, ,h `{i r' • Truss: I2 .red wamMgs.tore nneNpw wmm,nwa beadingaonpanewApp abzn of a:m parameters and wow 4`` O • • 2.2x4 sompasinn web bracing must.In... 1w she.a. .....o...went k the nsponnAtity of lMbundrg desIgner. 'm/ m��.>. f 1.Addworsal lemparary bracMgb Maus•'•‘•"'n3.""••"' S.Design assumed.by and.Mm chords to M laterally braced at 0 es DES. BY: 61J NM.resp= 5rnyof Ma erector.Addrtbnel permanent braairga 7ac.M al iG ox%pg<gvely unless bnwdMnughoNtln'v tonpMW - I ,. Ne awns structure ns sr. of box de ocHOo ng naw pywood o,.uurglTq arle+w drc:nryeq DATE: 7/2/2013 pore <ya ag sgner. J.2aI pan bridging or lateral bracing regW.e r..shorn as !ky 1 No bad aM'0 5 poled to any component v.altar ea bracing and <Nrslansson cl Inas N Me responSonyel Ma woes.contractor. .0,e,,.i}T SED.: 5579835 m:Nnersaro wrnal.t.and at.6.she.any loads greater Ow s Design assume wssesamtoee used Inanomwnes..emyannaw. design bads De approd to any component and are for cone..,of use 2.1247 TRANS ID: 372404 5.Cowart.has.control over and assumes noresponsaadyfor. a•"3.... a".."•.3.4•••snonn 3"..•••,.3 O EYalS1ER' fabrkaban,hendana ahymert and tostalta.n a components. 7. • Design assumes adequate drainage h provided 6.This design kNrnhMdsubkatoUnFm'n.nssat bMtry e.w hinhalase. .be..sofInns,andplacedso•elecenter S70NA.L a '.. TOMS.M SCSI.ceplas of Mich b be fumiMad upon toquesL CmscaM<ide xM pMl weer Nes. •/r• 7/ g.Dlgb oincan .1.to.able inwee ion.. l r L l' '' �III��ill�����IIIIIII IIIIIIIIIIII����IIII A4TEk USA,InelCO.1pVTN550MRf¢T.6.4SP5(1L}E 1a.Far basic connector N.design values sae ESR.1311.ESR-1655 ONTO, ':. • • •• • • • • •• • • •• • • •• •• • • • • S. ••• • • • • • . • • • • • •• • •• .. • •• ••• • • , , • • • . • • • • • • • • • • • • • • • •• ••• �• „ • • ••• ••• • • • • • •• ••• ••• • • • • • • ••• • HMV This design prepared from computer input by IGI 191 JP • • • • LUUBEA SPECIFICATIONS 12-00.00 GIRDER SUPPORTING 16-00-00F1011 9.00-00 TO 12.00.00 IRC 2009 VAX VEBBER FORCES 49R(00F/Cq=1.00 TG: 2x4 DE e188TR LOAD DURATION INCREASE=1.15 (lion-Rep) 1-2=1-1772)252 I-4=(-174) 1356 4-2=(-120) 1580 BC: 200 OF SS 2-3=(-1772)252 4.3=(.174) 1356 WEBS: 2x4 IF 5TA110 LOADING IL=25 PSF Ground Snow Pg) TO LATERAL SUPPORT<=12.00.0011. TC Ulf LL( 50.0)401( 14.01. 64.0 PLF 0.0'TO 12'- 0.0'V 0EAR1100 VAX VERT VAX HOZ 606 REGUIREO IRS AREA BC LATERAL SUPPORT d=12.00.006. BC ULIIF LL( 0.0)40E( 20.0)= 20.0 PIP 0'- 0.0'TO 9'- 0.0'V LOCATIONS REACTIONS REACTIONS SIZE 10.15. (SPECIES) BC UNIF LI( 175.0)401( 139.0)= 314.0 PLF 9'- 0.0'TO 12'- 0.0'V 10'- OA' -140/ 1070V -1041 10411 5.50'V -1041 104H 5.50' 3.71 OF OF(625) Connector plate prefix designators: ) C,CN,C18,01118(or no prefix) =COopuTrus, Inc ADOL:BC COHC LUDLn 1504.0 LBS @ 8'- 0.0' V,V20HS,VIBHS,016=OiTek VT series , r ' rn , k.. f.r n 2 coo Tete trusses required, 5EOU10LIMITED STORENTS OF DOES 001 APPLY DUE 0O THE SPATIAL VERTICAL DEFLECTION LIMITS:Ll=.(210,TL=l/160 '1 ( 1 PEOUIREUE11T5 OF IBC 2009 AND IRC 2009 110T BEING VET. Join toggether 2 ply with 16d Coeman nails staggered at SAX TL CREEP DEFL_•0.039'@ 6'- 0.0' Allowed• 0.739' 9. Oc in 1 rolls)throughout 2x4 top chords, BOTTOU CHORD CHECKED FOR IOPSF LIVE LOAD.TOP SAX TC PANEL LL DEFL_-0.013`@ 8'• 6.2' Allowed 0.416' /,- 9' oe in 2 row(s) throughout 2x6 botton chords, AND BOTTOU CHORD LIVE LOADS ACT ZION-CONCURRENTLY, y 9' oc in I row(s)throughout 2x4 webs. DAX HORIZ,11 DEFL=•0.002'@ 1f'- 6.5' 6-00 6-00 VAX HORIZ.TL DEFL= 0.006'@ 11'- 6.5' 1 4 '1 Design conforos to main windforce-resisting system and components and cladding criteria. @HANGER 6Y OTHERS TO APPLY U-4X6 CONC. LOAD(5) EQUALLY TO ALL DEVBERS, 2 4.ga Wind: Enclosed,OCztf2, Exp.B,2,11COL,6.0,ASCE 7.05, interior]one,load duration factor=1.6, ��� Truss designed for wind scans • do the plane of the truss only. 12 6.06 ' tQ Qe.w 11-51c10 11.5x10 C �A i A� r -�o 8 1 4 va �o �`RLgPROFk.„...C.I - 11-1.5X4 4:..0'6AI ; Et' t ee I Irs 1 415D4n y Y 0•N, 6-00 6-00 �/G4)"26e'`96, U= y _ y , 12-DO GAL1- JON• %/Z/(3 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - I-GIRD Seale: D.46,5 bti9N.JON�'. `', WARfnNGS: GENERAL NOTES.unkna banks noted: `� e�\� �,O�s. I.Builder and erection mnhactor should W advised of aluanaral Nolen 1.This design 6 Wsadmaty upon the parameters shown and is far an individual e` U end Wamigs Wore construction ceimnnces. bttiag component App5cabaty el d•slon nu...l•n.,norm 7 Truss: I-GIRD 7]4capeaabnw.bmc6gmmtWba,r•dwAarosW n.. incorporation alcomponentis.Fa:panniWtlya/.huedn9desgner. r p s g.Mdwproll bac' la nUbn firing mnslapctbn 2.Deng' •the by and Wdom chords to W latarany braced et e temporary '^Y A' 2'o.caMaat lPec.,espectMey uNasa brand NreuyWN Ne"v Bomb ny i� DES. 8Y; ).1J Se the nspenas qet n.•nnpr.adfiabna+armamNbacaga .:woesnheabbganh as plywvodaheabing(TC)arsdor drywrsry6C1. g ,. DATE' 7/2/2013 Na evens sbuwre b the raeponaiuryrmnt bolding Wtgner. 3.n Impact bridging et lateral bracing required Mete shown.• a .i.l x,. SEQ.: 5579836 I.Nobadasoted be taded anycomponentnbl vlo d omeletgand 4.Doter ssu.eto es tetobeuseyol Won-con sNeettrt,o.n i.........,•.....ardatny nor•hark any bads ll bracing.nan 5.oaatnasmmen el ussla.ar•eaWw•d of respective e s«mnbrentra.,.nig. 24213 L design loads W ann.to any component datefordry co of use. Q L1.E (O TRANS ID: 372404 5.Camotatushasnocontroloverandassumesnoteepaneaauybrthe tD.sn s M1bearingal''..".".h.ln.SMmorwadged Js1£R'' tahrkeeon.banana.shipment ard bstalaeon of mmpeneds, 7. Mmes.., sumer adequate drainage is resided. SJO LE stn 6,This fiesta 6 furnished subject eosthe renlatbns set fp.by 6.Rates shall W located on Wb faces of truss.and placed no beg canter /��/� �^ �.- TP6WICA In IIIII III I IIII III I{II I II III Ri7eL USA.InclCgrywT us Software7.O.4SP5(IL}Ent Ines coincide e,P11 661 co.,[nes. i.For connector 1patee eq values see ESR-13 I I,ESR.1998('liiaa) - ( • .. .. .. . . . • . . . . . • . • • . • . . S. .. . •. . •• • • . . ... . . • • • . e •• .. . . . • • •. •. • •. • • • • • • ••• •. • . • . . . . • • • •• .• • • . • . • • • . • • • . • . • •. . • ... •. ... • . ... • . •• . • .. . • . • • . . • . ... ... .. • . • . II • ... . • IRON design prepared from computer input by NX JP LOOSER SPECIFICATIONS TRUSS SPAII 8'- 0.0' IAC 2009 VAX UEUBER FORCES 489/GDF/Cq=1.00 TC: 204 OF 4168TH LOAD DURATION INCREASE=1.15 I.2=(-64) 94 2-0(.165)0 BC: 2x4 DF 010BTR SPACED 24.0'O.C. 2.3=(44) 255 TC LATERAL SUPPORT c=12'0C.UON. LOADING BC LATERAL SUPPORT o=12.0C.0011. LL)25.0)901( 7.0)ON TOP CHORD= 32.0 PSF SEARING SAX SEAT SAX HORZ BAG REQUIRED ORO AREA OL DN SOTTOU CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SITE 00.19. (SPECIES) OVERHANGS: 08.0' 0.0' TOTAL LOAD= 42.0 PSF 0'- 0.0' •139/ 398V -186/ OH 5.50' 0.64 OF(625) 1'- 10.9' -143/ 2970 0/ OH 1.50' 0.47 OF 625) Connector plate prefix designators: LL•25 PSF Ground Snow(Pp) 8'- 0.0' 0/ 640 .186/ OH 5.50' 0.10 OF(625) C,CII,C18,CN18(or no prefix)=CoopuTrus, Inc U,U20H5,U18HS,U16=UiTek 0T series WITTED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREUENTS OF IBC 2009 AND IPC 2009 NOT REIIMa YET. LGOgo. 2:Design checked for neS(3 pall uplift at 24_'99 enacted VERTICAL DEFLECTION LIDITS: LL=L/240,TL.L/180 B0TT09 CHORD CHECKED FOR IOPSF LIVE LOAD.TOP UAX LI DEFL=4.011'0 -1'- 6.0' Allowed• 0.150' AIM BOTTOU CHORD LIVE LOADS ACT NON-CONCURRENTLY. MX TL DEFL=-0.013.8 •1'- 6.0' Allowed= 0.200' SAX TC PANEL LL DEFL=-0.006' @ I'- 1.5' Allowed= 0.114' • UAX IC PANEL TL DEFL••0.008' @ 1'- 1.5' Allowed= 0.171' OAK BC PANEL EL DEFL• 0.022' @ 3'- 6.6' Allowed= 0.354' DAX BC PANEL TL DEFL a 4.051'@ 4'- 4.8' Allowed= 0,472' VAX NORI2.LL DEFL= 0.002' @ I'- 10.9' SAX 90911.TL DEFL• 0.003' @ 1.-10.9' 1.11-11 This truss does not Include any time dependent • ,f ,1 deformation for long term loading(creep In the total load deflection. The building designer 12 shall verify that this parameter lite with the I intended use of this component. • 8.00 Design comforaa to main windfarce•res istlnp • syste0 and components and cladding criteria. ! Wind: 110 mph, h=201t, TCOL.4.2,B0L=8.0,ASCE 7.05, -, Enclosed, CaL2 Exp.B, MRS,interior zone,load duration factore1,6, Trues designed for wind loads 7-1� =I. in the plane of the truss only. 0 oi- o - x,4 �pPROFF u-2.5x4 SFR ss) 77 I •tr 1 }c' •4 OR op y._._.... y - y vG 47, . . 1.06 (PROVIDE FOIL BFARING:Jts12.3.4 • • . • . • •• • •• . . ... •... .. .. . • •• is •• . . ••• - • • • . •• •• •• • • • ... • . •• ••• • •• • • •• • • •• • • • • • • go . •• . . . • • .•. .. .. . • 0•• ••• iii • • • • ••• • • IIIIIIIIIII This design prepared from computer input by E%NX II WN ) JP LUMBER SPECIFICATIONS TRUSS SPAN 0'- 0.0' INC 2009 LAX UEUBER FORCES 4BR/GOF/Cq=1.00 TC: 2.4 OF 410810 LOAD DURATION INCREASE=1.15 1-2=(-64) 94 2-4=(-170(0 BC: 2.4 OF 810818 SPACED 24.0. 0.C. 2-3=(-83) 184 TC LATERAL SUPPORT<=12.0G.500. 10001 IG BC LATERAL SUPPORT<=12'0G.MON. LI(25.01CMl( 7.0)OU TOP CHORD= 32.0 PSF BEARING UAX VERT LAX H08Z BAG 000011EO BRG AREA DL Oil B0TT0U CHORD• 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) OVERHANGS: 18,0' 0.0' TOTAL LOAD= 42.0 PSF 0'- 0.0' •58/ 4370 -170/ OH 5.50' 0.70 OF(625) 3'-10.9' •144/ 2080 0f OH 1.50' 0.33 OF(6251 Connector plate prefix designators: LL•25 POP Ground Snow(Pg) 8'- 0.0' Of 71V .1701 OH 5.50' 0.11 OF(625) C,CU,CIB,CBIB(or no prefix) •ConpuTrus, Inc U,O20NS,U1•H5,016•OLTek UT eerie, LIUITEO STORAGE DOES DOT APPLY CUE TO THE SPATIAL IC01l 2:Design ch oke for ne[f•5 asil S=hit at 24'oc so.1TiRSJ AEOUIREUEHTS OF IBC 2009 AND IRC 2009 HOT LEWD DEL VERTICAL DEFLECTION LIUITS:LL=!/240,TL=1/180 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP DAX LL DEFL••0.011.0 •1'• 6.0' Allowed= 0.150' AND B0TT0U CHORD LIVE LOADS ACT E0O•000CURREUTLV. OAT TL DEFL•-0.013. 0 -i'- 6.0' Allowed= 8.200' UAX LL DEFL= 0.000.0 0'- 0.0' Alloyed= 0.178' UAX BC PANEL IL DEAL•-0.043.0 3`- 6.6` Allowed= 0.354' LAX TC PANEL TL DEFL•-0.036'0 2'- 0.7' Allowed= 0.413' UAX BC PANEL TL OEFL•.0,077'0 4'- 1.4' Allowed= 0.472' UAX WHIZ.LL DEFL• 0.003' 0 3'• 10,9' UAX 00810.TL DEFL= 0.003.0 3'-10.9' 3-11.11 This truss does not include any tine dependent ( l' deformation for long term loading(creep) in the total load deflection. The building designer 12 shall verify that this parameter fits with the 6.0017 intended use of this component. iiDesign costar.),to lain windforce-resisting systao and components and cladding criteria. Wind: 110 mph, h=25ft, TCOI=4.2,BCDL=8.0,ASCE 7-05, Enclosed,Cat.2 Exalt, MFRS, Interior zone,load duration factor=1.6, sr Truss designed for wind loads 0 in the plane of the truss only. 0 en r O o� -1 �4 \��`�Eq PROF�c059, 11.2.554 icy �, 8& 4.. 1 gRO•N R, k .1 __ ) C9 at ,s5 (.Y 1-06 (PROVIDE FULL BEABIIIG Jts:2 3.b 8-00 /°A. 1°N\f'7/2/13 EXPIRES 6/30/15 • JOB NAME: LENNAR- 2701 MULBERRY E - J2 Scale: 0.124z ,jl9p,.3011�J4'j�>' WARt1140 5: GENERAL NOTES,unless othem0+e noted'. ♦ a OW'SAT 0� . I.Budder and erection mNrallor onshouldn0,he advised of all General Notal 1.lah design is based only upon the design doom and,loran Miifdusl i QTruss• J2 end Wam<vs before wnsbuctwn commences. budding co ponenL+ppacaealy of design parameters and proper ja` $1.1.16.... \r3^ Z' 2.2c4compressionnabbacigmustbe0staGd•heresMnns. xmrporationofcoponentNlMnspenaen'wyofthebuii6nideOgner. Ja;,. 3.Adtlbns ene,avbacegbina04 stabeey duNq eansbuahon aDesign»sux a du by and lawn chorda to be blandly booed at DES. BY: MJ 0the resp»Teat'of me erector.Addtbn30 permanent booing of <on.a.s ieos.n�pas pynaes+band(TO).dlesut dropelf 8CI. NinwwsM+tigs h»pgyooa sheaDiny(TGy ardor dryJnd(FSC). ❑-/,t- DATE' 7/2/2013 the ewesabuctusk m.nepneTyby of Me holding design:. 3.leImpact bridging or lateral bracingnRryrw Where shown•• d--7.,,S s' 4.Ho loadahouw be toppled to any component uny altar an bracing and 4.Installation of Wss Is tMnsponstilynM respective contractor. SEQ.: 5579838 fasteners are complete eMm atnoershouldanyloadswaterMan 5.Design Laud a -p 24243 design toads be speed to any component. a mfor-dry clo se!awing use ' ay�w.c4('Q TRANS ID: 372404 5.55,5,5,5sm conual over 55,55,5 ro,55 nspomA3y 5,,Ne a Deign assumes fog!awig at al supports shamchin or hedge/ 44 s'VISIcr--" a fabrication.handtng.sypmaN arM tostahbenol components. T-Design asssunmsadeeue.drainsge Is aw:aed. S/ONAL -- 6.ThhaesgnhmmhhedeobieattomeDmnlw»setfort/tiy O.Mates shall Ise located enbelt Hoes atm,.end placed some:center7PlWfC4 In . foes coincide nilbjelnt center Dun. 7/1// IIIIIIIIIIIIIl�IIIIIIIIIIIIIII III11III TATekUSAMaICcaonpuTnn 000nte7b4SF5(1L}Est ioFo basic eainekataAroopieto»fiches.seeESR-1311,f5R-14b0YdT) • •• Si •• • . • • S. • • • • • • • •• •• • • • •• • •• •• •• • •. . •• • • e . • • •• • • • • • • • • • • .• • • • • ••• •• • • ••• •• • S. • • • • • •• • • • • • ••• • • . • • • • • • • • •.. • • •• ••• •• ••• ••• • • •• •• • • • . • • • ••• ••• S. • • • • pe • •.. • • '... 110110111 This design prepared from computer input by II JP LUBBER SPECIFICATIONS TRUSS SPAN 8'- 0.0' IPC 2000 BAY UEUBE8 FORCES 488/GDF/Cq=1.00 TC: 204 OF 811618 LOAD DURATION INCREASE=1.15 1.2=( -64) 94 2.4=(-154)0 IC: 204 OF 810670 SPACED 24.0'O.C. 2.3=(-120) 143 TC LATERAL SUPPORT o=12'0C.0011. LOADING BC LATERAL SUPPORT K.12'0C.UON. LL(25.0)801( 7.0)OH TOP CHORD= 32.0 PSE BEARING UAX VERT VAX HORZ NG 010000ED B6G AREA DL O11 801150 CHORD= 10.0 PSF LOCATION REACTIONS REACTION SIZE 50.1N. (SPECIES) OVERHANGS: 18.0' 0.0' TOTAL LOAD= 42.0 PSF 0'- 0.0' -73/ 495V -154/ OH 5.50' 0.79 OF(825 5'-10.9' -111/ 169V 0/ OH 1.50' 0.27 OF (625) Connector plate prefix delignatars: LL=25 PSF Ground Snow(Pg) S'- 0.0' 0/ 83V -154/ OH 6.50' 0.13 OF(625) C,CH,C18,CH18(Sr no prefix)=CoepuTrus, Inc U,U20HS,611811S,U16=BiTek U series LIUITE0 STORAGE DOES NOT APPLY DUE TO THE SPATIAL REOUIREUENTS OF 18C 2009 ANO IN 2009 1107 BEING UET. ICOUD.2• Designecke chd for nett-5ysf)meliit at 24'oc soacinm.l VERTICAL DEFLECTION LIU1TS:LL=1/240, TL=1/180 601106 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP UAX LL DEFL a-0.011'@ -1'- 6.0' Allowed= 0.150' AND NUN CHORD LIVE LOADS ACT NON-CONCURRENTLY. VAX IL DEFL--0.013'@ -1'- 6.0' Allowed= 0.200' UAX LL DEFL= 0.000'9 0'. 0.0' Allowed= 0.078' UAX TL DEFL= 0.000'@ 0'- 0.0' Allowed= 0.105' 5-11.11 UAX IC PANEL LL DEFL=-0.109'@ 3'- 2.3' Allowed= 0.436' L. 1 . UAX BC PANEL TL DEFL--0.124'@ 3'-10.0' Allowed= 0.472' 12 UAX 001112.LL DEFL= 0.003'0 5'- 10.9' 900 00612.TL DEFL= 0.003.0 5'-10.9' 8.00 Q This truss does not include any time dependent deformation for long term loading(creep) in the total load deflection. the building designer shall verify that this parameter fits with the 7---7- intended use of this component. Design conferee to main windforce-resisting system and cosponents and cladding criteria. v 0 Wind: 110 mph, h=25Tt, TCOL4.2,6CDL=6.0,ASCE 7.05, c Enclosed,Cet.2 Exp.8, MFRS, interior zone,load duration factor=1.8, Kr Truss designed for wind loads In the plane of the truss only. e-C _ of cit 0.-- II- 4 h`�EDPROFFSSi 5-2.5X4 t] ,�GiNFF, n2 1 ' tf1V,r 1 y- OR e•N .) j.._ j ''''4.26.'`.: 1-06 [PROVIDE FULL BEA8171G:Jt r.2.3.4i 8.00 '$/x•41 �m.4.°7/2//3 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - J3 Stole: 0.5242 ��9Pw°NN�1, ' WAnsueros: GENERAL NOTES..novae ou,enaae noted.- s 'h OY` I.Bonder and emotion contractor shwa be advised of an General tides I.This design is basad onq upon the parameters shown end Is for on Mal ; �$!rit't , �" Truss: J3 and Warnings Ware construction commences w;aha....ea Apprzabary of design parameters and proper / O 2.2,4 compression web beating melba natardv.Mnshows=. inwmenbon el component is the reapondsIay of the ae15ne designer. ` . V- 3.Addablul tempaary bracing b insure stabffdy during conatructwn a Deaipne aurmetM by and bdtom chordeb b.fabraey bated at eG� � DES. BY: IA) I.Ns respect abnb of se«actor Malone'pen=.=ont brat of leo.and st in oo raspodMly t=oss braced(5I n0ut Nebfang.by • IIA��� the overall abudure is u.Ns as of thy euua des reg Onupdua aheaNaw such as plywood merited .a,.d,ng(TG)a.,,,+,wan(BC). v/ DATE: 7/2/2013 4,Ile bad should be aper dto a,conp trent anti Aa es)racing and 4..i,wh°taeon or Ving Vossis u:n:bracing of.n.epxuvvee contractor. • �r`+y¢T SEQ.: 5579839 fasteners are complete and atnoenushould any loads greater dun 5-aagnassumesbussesaretobeusednanon aroadeenronmeN, a 24243 balm bads be eapted b anyaongomN. and an rm..,chMlgn'of use �f1 TRANS ID: 372404 5 w True has no control and assumes no moa s. esgn......M"..ngateganppodaahw.n•aromnr..,.dgem ,q V is mpu ponsaxry for necess..s a>y0/•,� il$iE1Z faadcaeon MntlFng aRprmNark,.vAn on of components. ].[baton assumes adequate&aurae la provided. CS y'T1� e.This design blumiaMtlsublact to the 6nNatbns wet forth fad 0.PbbsahalM located on bora fawn of buss,and pieced so Nen center �/�//�ys/ONAL„" _ 11111111111111111111111111111 lilt Wok U0A,lncJCOrtitatTnus$Owfn'ore 7.6.4-5P5(1L}E� 19.Dope 0.For ba�tn4.ecrno,udeign values see E$8.1311.0994 PNSIOTea) I( '' •• • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • •• • • ••• e • • • • • • • • • • •• • • • • • • • ••• • • • • • _ • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • S. •• • • • • • • • • • •• ••• ••• • • • • • • 11111111111 This design prepared from computer input by • JP LOOSER SPECIFICATIONS TRUSS SPAN 8'- 0.0' IRC 2009 UAX VEINIER FORCES 48R/60F/C 1 00 188T IC: 204 OF @R LOAD DURAT1ON I 641 94 Z-4=O)0 INCREASE s 1.15 1-2= ( R BC: 2x4 OF 918BTR SPACED 24.0.O.C. 2.3=(•160) 156 IC LATERAL SUPPORT c=12'0C.UON. LOADING BC LATERAL SUPPORT 4=12.00.DON. u)25.0)*DL( 7.0)011 TOP CHORD= 32.0 PSF BEARING VAX VERT VAX HOR2 BRG REQUIRED ERG AREA DL 011 BOTTOU CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 55.111. (SPECIES) OVERHANGS: 18,0' 0.0' TOTAL LOAD= 42.0 PSF 0'. 0.0' -91/ 563V -139/ OH 5.50' 0.90 OF(625) Connector late prefix de¢i nators: 8.2' 0/ 180V 0/ OH 5.50' 0.29 OF(625) • C,CN,C18,CN18(or no prefix)=CoepuTrus, Inc LL=25 PSF Ground Snow(Pg) 7'. 11.7' -90/ 219V -139/ OH 1.50' 0.35 OF(625) • U,U20HS,B18HS,D16=911.0 UT aeries BOTTOU CHORD CHECKED FOR A 20 PSF LIVITEO STORAGE • LIVE LOAD AT LOCATION(5)SPECIFIED BY IRC 2009, iGONO. 2.Design checked for net(-5 psi)uplift at 24'oc spacing.] • THE BOTTOU CHORD DEAD LOAD-IS A DINIUUU OF 10 PSF. VERTICAL DEFLECTION LIUITS: Ll•L/240, TL•L/180 7-11-11 SAX LL DEFL=-0.011'0 -1'. 6.0' Allowed= 0.150' f fUAX TL DEFL•-0.013'@ -I'- 6.0' Allowed= 0.200' • VAX IC PANEL ll DEFL= 0.328'@ 4'. 5.6' Allowed= 0.590' •• -> VAX IS PANEL TL NFL=-0.420'@ 4'- 8.0' Allowed• 0.894' O UAX NORI2.Ll OEFL= 0.001'@ 0'- 5.5' UAX 90802.Tl DEFL= 0.001'@ 0'- 5.5' 12 This trues does not include any tine dependent 8 DD defamation for long term loading(creep) in the total load deflection. The building designer • shall verify that thin parameter fits with the lnteaded use of thin component. •• • Design conforms to main windtorce-resisting • systan and conponents and cladding criteria. • sr Wind: 110 mph, h.25ft, TCOL=4.2,8COL=6.0,ASCE 7-05, m Enclosed,Cat.2 Exp.8, USERS, o interior zone, load duration factor=1.6, '.. an Truss designed for wind loads in the plane of the truss only. • • • • `i'-- I �. 4._. r '``CEO PROF�cSsi, U-2.5x4 �� ,a�j)NEur �� �/1 R OR e• Qp 1-06 _ .•2_,A.4 8-00 9G��A.JOHa�~ 7/4//3 EXPIRES 6130/15 JOB NAME: LENNAR- 2701 MULBERRY E - J4 p•JO$N�� . Scale: 0.4863 'AS )P" GENERAL NOTES,unless Own..noted: �� e 11f(- 'ArI0 ' I.&rddar an...ennanbaoa,Nouw IvadAn•d el all General Was 1.Thbd•eign b based any upon the parameters Gt.n.nd is for an WInickal ; I i .A `�. Truss: J4 and Warnings Won censbuotkn comm...a towing component Apla&abay ofdespn pan,mb.e and paper p ,. 2.2c4 compres..A web brachy must be 0 Metaled sham. 6lmrpo.aon of compan•ntis•e responska4y et Me buadtg Wapner. •//s``� mm�� 1 7 G Additional temporary bracvg b Wun Nobly n,= c.n•butnn 2 Design assumes un lop and bottom•herds b be laterally braced al e�' *j DES. BY: 1.1,1 blue roa apo braGoe b. .5...51 Zo.c.a,d at ICI oe repcFny on/ass braced throughput Neo knph by ' */ pore aye RamanNbracing of aonenuous sheathingsuch as*need ahnuanglnG)Met dry.ae(BCi •. DATE: 7/2/2013 theknashould voin bo b Ne naponscay o/Na bu:dIng desgmr. X.gin Impactbidpfng or bteral bracing nonskedvd,ea ah.a•• l:Zp 4.s,load should.appose to Any component unuae.ras booing and 4.Wulf.*of buss NNenapob.bay oaunreap m•conbace,. :i24�,.ti SEQ.: 5579840 fadanersat.comps!.and a,newmshwuany pad.or..Wan 5.Design assumes Wa.ua.lobeused insmn<wroWee,naomm�,t 24243 .sign keds Inc app6ad b any component. and Idakr rydendWn•al ra TRANS ID: 372404S.ConnunusPasnocontrolwetendesmone•noraspomaayformn a w.rlans.s ofuew..".....mah.4......t.ndpax ',7Oh,1.E131S1Eit� IIII bbAca¢on handl,g ship...and Installation olcompan•Na. i.p.Ygn asi dequatearainaos a provw•d_ f CSS Illi 11 111II 1111111111 VIII VIII IIIII11111111 e.rhk O.spnk Nmi.aa .nn,to Na k,Oamn•s d.,,l forth by a Pbba uclac bubden n.,hnaalbuss.and plaudso Nab user ���//� .SiONALEt.: TPLWTCA N nC31,cop.al mach kOt b=famished open 1,1•61. g.DpAsco �b Mth e¢of plata MrNCMi. OtTek USA,InciC Tfus Software 7.BASPS(1yE 10.Fat bask connector pbb design values see ESR-loll.090-1938 WNW) f • •• •• •• • • • • •• e • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• •• • • I • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • ••• ••• • • •• •• • • • • • '. • • ••• ••• •• • • • • • • • •r• • • IIINNINIIII This design prepared from computer input by G'I JP LOOSER SPECIFICATIONS TRUES SPAN 9'- 11.7' IOC 2009 UAX DENSER FORCES 4VR/GDF/Cga1.00 TC: 204 OF#10610 LOAD DURATION INCREASE=1.15 1-21 -64) 94 2.5•(0) 0 BC: 2x4 OF OI3117R SPACES 24.0.0.C. 2.3=(-120) 157 3.4•(-232) 93 TC LATERAL SUPPORT¢e 12'0C.DON. LOADING BC LATERAL SUPPORT c.12'0G.DOLL IL(25.0)491( 7.0)ON TOP CHORD= 32.0 PSF DL ON BOTTOU CHORD= 10.0 PSF BEARING SAX VERT VAX HOR2 SIG REQUIRED BRG AREA OVERHANGS; 18.0' 0.0' TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 50.19. (SPECIES) 0'- 0.0' -801 526V -1691 OH 5.50' 0.84 OF(625) Connector plate prefix designators: LL a 25 PSF Ground Snow(Pg) 1'- 9.2' 0/ 169V 0/ OH 5.50' 0.27 OF(625) C,C11,C13,CN18(or no prefix)=ConpuTrus, Inc 7'. 11.2' -1921 497V 0/ 0H 1.50' 0.64 OF(625) U,I2tHS,UIOHS,e16=Mel:VT series BOTTOU CHORD CHECKED FOR A 20 PSF LIUITED ST0RA5E 9'- 11.7' -1671 24V -1691 OH 1.50' 0.04 OF(625) LIVE LOAD AT LOCATION(S)SPECIFIED BY IOC 2009. THE BOTTOU CHORD DEAD LOAD IS A OIliItOl OF 10 PSF. FUR), 2:Design checked for nit(-5 psf) uplift at 24'op spacing] VERTICAL DEFLECTION LIUITS: 11.1/240, TL=L/180 9 SAX LL DEFL=-0.011'@ -1'. 6.0' Allowed= 0.150' UAX TL DEFL•-0,013'@ -1'- 6.0' Allowed= 0.200' DAT TC PANEL 11 DEFL•.0.176'@ 3'- 10.9' Allowed. 0.599' UAX TC PANEL TL DEFL a-0.231'@ 3'- 11.0' Allowed= 0.897' UAX HORIZ.LL()EFL• 0.002'@ 0'- 5.5' 12 UAX HOPIS.TL DEFL= 0.002' @ 0'. 5.5' 8.00 p This truss doss not include any tine dependent deformation for long term loading(creep) in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. o Design conforms to main wlndforce-resisting system and components and cladding criteria. es / n Kind: 110 mph, h=25ft,TCD.=4.2,BCOL=6,0, ASCE 7.05, Enclosed,Cat.2, Exp.B, B61118,interior zone, load duration factor=1.6, / o inuth designed for wind loons in the plane of the truss only. .' j PR6� ;<Sk . 6`,9 :2 U I 11-2.5x4 ! '-'. ID „OR e•N g, • _p GCy26 a V . / t-oe } ... - H og b 1 1t•tt 1 -G..A.JO�Ny4 lrl:1za:z.t.3.e 7/Z�/3 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - J5 •a��PW0NNJ1• ' Scale: 0.4524 • WARNINGS GENERAL NOTES,unless emem4se nets. b � � O I.rini]e,andmedian contractor should be advised of an Gent.holes I.This design isbsedonty wan the parsmalen shawl...or enh,dMduel ; 411'\ � . • Truss: J5 sad Warnings before sees...wmnences. muadrg ampenent.App6ublty el Ms*parameters and proper +` O 1.gra eempressien wale bracing must be Inst..Wm*shoal• incorp¢reeon of cenmenenl m Me respens2ary el.Magna designer. s , �7,s -j- A Add¢awllemper>ry bracing Is Msuro stedly tumpcensbucben 2 Design ass mg bppa bomernahodab Ms NiameyosnHm brand at it, , DES. 0Y: !.0 hmea.pensadty etM*recon.Addgcwl permanent brat of Ysc eM at lV o¢nspecMly unless Mand throughout their length by /•/ beg .nue.shea•by has epee.heamb9(TC)sneer drawee(BC). DATE: 7/2/2013 pie oven.e4uelurep ars to anysa'ryol the bE mi,msgne,. 1 to Impact bridging er Islerd bracing req..wham shown•. f 4.No bad should boseg.to component UM)alter ell bracing and 4.Msxeebn o Inas is Ws respensMtty el.remecEn.a.nVebr. .n..0 424 Ar SEQ.: 5579841 fasteners me complete and at no Erne should any loam greeter than S Desgnassumesbusses are lebe used itanennorrstiwenvironment 4243 design bads be appeal le may component. end ere gm'.y eendga'lase. 6.Cons:at mha.w embalmer and assumes ne respnnemety forme 6.Da.".......1..."."..eswpeds anew''.admorwa4ga y O RE23!$1ER 1 '' TRANS ID: 3724044. 'nI 6.This despots hedsubjeNfabric..hening.shipment stothe imHetionnd installston ono s by S.WMosbeblocatoassumes aante bells Mum No Ls aas.,eand placed seIn.meter `d. f/ONALF��' A In 13C51. WM IIIIIIIIIIAIIDIIIIIIIIIIIIIIINIIIIII h9TekUSA,Ino/CCeornpuTno Sorrmre7..4SP5(IL}Epies of vdtkh stel be furnish.upon at to,rierbason rple.doHplwM..S..Eel-1311,Ens-neonODTmi)IN center Ines. /��� 9.Digits Indic.sae of piste F itches. • • R •• • • • • •• •• •• • • • • • • • • • • • • • •• •0 • • • • • • •• • • ••• . • • • • • • • • • • •• • • • • • • • ••• • • • a • _ • •• • • • • • • 0• •• • • • • • • • • • • • • • • • • • • • 0 • • • • ••• • • • ••• •• •• • • •a• ••• • • • • • • •1 ••• ••• • • • • I • • ••• • III�IIIIAAAIIIIII This design prepared from computer input by 1 JP LUUBER SPECIFICATIONS TRUSS SPAil 13'. 0.0' 'COI10. 2:Design checked fer iet(•5 0501 u011ft at 24'mc enacingi IC: 204 DF 118800 LOAD DURATION INCREASE=1.15 BC: 2x4 OF B188T8 SPACED 24.0.O.C. Design conforms to Bain wlndforce-resisting • IC LATERAL SUPPORT<•12'OC. UOfI. system and components and cladding criteria. BC LATERAL SUPPORT ca 12'0C.UOII. LL(25.0)•DL( 7.0)L05 TOP CHORD= 32.0 PSFWind: 110 mph, h=25ft,TCOLa4.2,BCOL=6.0,ASCE 7-05, Connectorplate prefix designators:tars: OL O11 BOTTOU CHORD= 10.0 PSF Enclosed, Cat.2, Exp.B, !MFRS, p 0 TOTAL LOAD• 42.0 PSF interior zone,load duration factor•1.6, C,CU,C18,CIll8 (or no prefix) =Conputrus, Inc Truss designed for wind loads N,O20HS,111BHS,U16=Uitek IIT series LL•25 PSF Ground Snow(Pp) in the plane of the truss only. LIUITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gable end truss on continuous bearing wall 0011. REGUIREOENTS OF IBC 2009 AND IRC 2009 501 BEING NET. 11-1 Ref Rx2 or equal typical at stud verticals. Refer to Compares gable end detail for BOTTOU CHORD CHECKEO FOR IOPSF LIVE LOAD.TOP y plate specifications. AND BOTTOU CHORD LIVE LOADS ACT H011.CONCURRENTLY. { 6.06 6-06 I 1 t2 Ill-4x4 12 8.0017 Q 8.00 1.1 ti„. .1/1111 lk 1, , . _ . • _ , $ ti.4 . � : 4 .. I- PRO D PROF-6-FS 1 r - s .,.._, c* •,0114gF,' <q, U-2.5x4 Y-2.5x4 (t. • I �OR0•Nco 4 CP 0 4'20 As 1.06 J 19-00 / 1-06 l �G/0, 'lip" x/2/13 • EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E K1 Scale: 0.4571 a�9Pw�NNi� • VIARIMIGs: GENERAL NODES.Wassoe,ernue netsd a ps.' I.BuilderaM e,edlen contractor should be advised el el General Naes I.Th design'bawd only ups W w msbn sho:.nend is for an Individualal I��(1�{ J. '/�" Truss: K1 aM Warnings Wore conttruclbn consnenna bane AAA. dt of de tin Wiens...end PrePer J S U p I.24 compression vets bracing must be!Walled Mere als,• Y•e !o ItM pomAi[ty of Ow Watling desbnar. y •?: DES. BY• LW a.AMP.,temporary bracing lo insure alabOdy sluing construction 1.Deg 1V the pMbo Mrdsb4latenLybaced et n�' • Is the responsblayor Use vector.Addiie.liamanent biasing el oc.ad et eMallo.c has N unlessbreadthroughout mels lengUs by y . 8 the ereral alsuqureNNa ler Nasus plywood ngITC)s iter dryealtBCl. R DATE: 7/2/2013 Pons,brly et the beading aesgrsar. az.impact bridging or lalaal teasag required vbere shove,•• 2 4.No bad shouts be ste ee le any campcnenr 1.1..as bracing and 4.ImMetlbn el lmsa h.M rosponsWy els respective...cloy ••24 SEQ.: 5579842bateneisata,„,,..aM......esl,auaanyba.,0,.. .., 5.Desgnassumes busses are tobeused Inanopc«ron,eenvironment. l 24259��(-Tt Q l design bads be app.edlo any compg,urc. ears...dry condgen'al use. C� 1fV(/. TRANS ID: 372404 5.Camps,.hasnotan.,averandassumesnesasponsbaeybrun a.Designassume7klbeadngataesupportsshovm_Simorvsdgse '. o PtbtSTER' IaNks.,nasehno,areAn.- a n4100 colon of components. 7.De sex.ssumes adequate drainage is wo,Med ` 1 III I III IIIIII III I III III O.TM1ls aesgnla Swished subject to,M Nnlatbns se[bM by 8.leas Plates shagGbcated en both laws allmss.aM pLxad se NeL weer /L%/�+-SlO �'F TPLWTCA N BCSI,cm'.or wish ve.1 be rurniMed upon sequels. e.OgLCNd pI ahs of PbleNNchas. -a-�YTd•” fr6Tek USA.ins/CINnpUTNe 505wwe 7.6.4.1PS(I L}E: Ig.For basic conecbr pate design values see ESR-tel,.030.1008IMfTeb) • •• •• •• • • f • •• • • • • a • • • * • • • • • • • • •a •• • • • • • • ••• • • •• a • • • • a a • • • • a • • • • • • • •• • a • • • ••• a• • • • • • • •• a • • • • a• • a • a • • • • • a • a • a • • • • • all ••• • • •• •• • • • • • • • *es aa• •a • • • • II a ••• • • IIII PIIIIIII This design prepared from computer input by 'I JP LUBBER SPECIFICATIONS TRUSS SPAN 12'• 10.5' IRC 2009 UAX UEUBER FORCES 4611IGOF/Cq=1.00 TC: 2x4 DF 0168TR LOAD DURATION INCREASE=1.15 SPACED 21 BC: 204 OF NUM SPACED 223 5.3=)-114)367 5.2=(0)299 ,0'O.L, 3.4=)•568) 237 5•3=(•111 367 WEBS:294 DF STAND - I 3•/=( -fit) 94 LOADING TC LATERAL SUPPORT<=12'OC.UOIl. LL(25.0)aDL( 7.0)011 TOP CHORD= 32.0 PSF BC LATERAL SUPPORT 0.12'0C.DDH. DL Oil BOTTOU CHORD- 10.0 PSF BEARING SAX VERT VAX HORZ BAG REQUIRED BAG AREA TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE S0.I11. (SPECIES) OVERNAIIGS: 0.0' 18.0' 0'• 0.0' -70/ 534V .111/ 117H 4.00' 0.86 OF(625) LL=25 PSF Ground Snow(Pg) 12'. 10.5' -115/ 735V •111) 117H 5.50' 1.18 OF(625) Connector plate prefix designators: C,CII,CI8,CN18(or no prefix) .ConpuTrus,Inc UNITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL U,020NS,U18HS,1110=U1Tek UT aeries REOUTAEUEUTS OF IBC 2009 ACID IAC 2009 ROT BEING NET. IC010.2:Desitin Checked far netL,5_001 uplift at 24'aa epaaingd VERTICAL DEFLECTION UNITS:LL=L/240,TL=L/180 BOTTOU CHORD CHECKED FOR IMF LIVE LOAD.TOP OHS LL DEFL=•0.011'0 14'- 4.5' Allowed= 0.150' AHO BOTTOU CHORD LIVE LOADS ACT llOII-C01ICURAENTLY. OAT TL DEFL=•0.013' 0 14'• 4.5' Allowed= 0.200' SAX TC PANEL LL DEFL=-0.116' 0 •'• 4.7' Allowed= 0.476' 6.04.08 6-06 UAX TC PANEL TL DEFL= 0.111'8 3'- 4.2' Alleged= 0.714. 1 12 / 12 HAG HOREZ.LL DEFL=-0.003'0 12'. 5,0' 8.0017' 110.454 Q B VAX V091Z.TL DEFL= 0.006'P 12'• 5.0' ISI 2 4.0' This truss does not include any tine dependent p deformation for long tern loading (creep) In the total load deflection. The building designer shall Verify that this parameter fits with the intended use of this component. ��1• Design nonfarm,to main mindforee•reaisting oAIII \\ system and components and cladding criteria. Wind: 110 mph, 9=25ft, TCOL=4.2,BCOL=6.0,ASCE 7.05, ' Enclosed,Cat.2, Exp.B, WAFRS, interior zone, load duration tactor=1.6, Truss designed for wind loads in the plane of the truss only. A In j o -•c 1.. 6 w,�3 Jo `tipPROpp U-2.5x4 U-1.5x4 U-2.5x4 G 5,�G1NEF.,�y 4 I r v. 6-04-08 5'06J / ° G�►26. 9��• 0 1 12-10-08 1-06 .1/, 404.J01a\kc' 711113 • EXPIRES 6130115 • JOB NAME: LENNAR- 2701 MULBERRY E - K2 Scale: D.44R5 �`pp,.JOHN/fir, WARIIIIHIS' a,11aRAL IIOTESunlesscaamne nokd. • e W o', 1.Boad.r and erection coMattor should ba adored el as Conant M ks 1.STA design I based my upon Om parameter],M and Is rw an lmNg,al 1. Truss: K2andWarw,a=bea,e<onthmti,naenenences. b ubm nw rop:cabuyofda.ynp nd'Mcpr ��'� ,4 �q , 2.244 compl,nno vmb bracing must be MM.*aMnn a Income mponenl is en ompoma,:-ry IIMb it eMslener. I I -a5 • a.AddA„ulkmlwrary Mating to Insure st,dTly during cembucben 2.Design e,a by ane bottom chords to belate/alpM mal 0 7 ) DES. BY: !AJ isMetesponamary or the erector Adduonal pemmenl m.eona et xo..moria ap.as plc krse et ueM,d n... O by 'i, '. the oaarae sbuaure is aures ns5a ellhe bull b rdnwusrMaWrg raspy svmsho d1Mune)a dryoaalBt). 4 DATE: 7!2/2013 w Ina egad 4.adoration owane ss Is Me telbasfbAtyf reseMe costa jq <-Dome,loul a0 cM.pe•and t no nem shank,enent envunal ones anbroa,oam 4.PastanMeollm...es re 10 be of mnmapectesima contractor. ' +P'24 SEQ.: 5579843 Innen.maga,mpkl.am,Ineemanm,Ia.nykaaaar.akrwn s waimnaaa„rn.awaa.a.r.aov'„ra.amanon<ormsr..r..bonm.nL 2az4a TRANS ID: 372404 cok.....M,pp<Tdaenywmponem and ate tor'dry canar of lac fL� 5.Co Sie�y....,esnubeaIne a laa.uppomsho..n.Skmor T.e .r lSIV(9 <<c, ." rryuims has over asspmss no reaponsLTryb Ma sary aJ f Q �[`- tiers s. • m1 a aynla furnished swl.,l u.rmlaollo olaecl tennb, u:R,wsns...madam..�se eboln lamslol5o,pr�:m paced so Mob eenler ts' ONAI=. 111111IIIIIIIIIIIIII I 11111 I III III III IF IICAIn SCSI.cop.olnhichv:)IM Amish.upon mod st 9 DMasco..tviln igits ndxate atm joint ateInnnhes 7/171/ BATek USA Incll:alRxlTlus Software 7.6.4-SP5(iL}E la.Fmbeak connector pls.desgovalues sea 550.1311.EMI 9,54 715.) .. •• •• •• • • . • • • • • •• • • • • • .• • . • • • • • • •• • •• • ••• ••• •. •. ••. - . • • • • • • • • • •• • • • • • • • ••• • • • • • •• • • . • • • • •• • • • • • • • • • • • • • • ••• . • • • • 1 I •• •• • • ••• • • • • • • •• •.• N•• • • • ••• • 1IIII�I1II1 This design prepared from computer input by AAA 666 JP IUUBER SPECIFICATIONS 3-00.00 GIRDER SUPPORTING 13.00.00 IRC 2009 UAX 000800 FORCES 41R/GDF/Cq=1.00 j TC: 254 OF 8188TR LOAD DURATION INCREASE-1.15(Ron-Pep) 1-2=(-93)94 1.3=(-57)41 2-3•(•85) 44 BC: 2x6 DF SS WEBS: 204 OF STAND LOADING TC LATERAL SUPPORT<.12'0CLL=25 PSF Ground So.)Pg) BEARING 0AX VERT VAX 000Z BRG REQUIRED BRG AREA .000. TC UNIF LL( 50.0).01( 14.0)- 64.0 PLF 9'- 0,0'TO 3'- 0.0'V LOCATIONS REACTIONS REACTIONS SIZE SO,IO. (SPECIES) BC LATERAL SUPPORT 4=12.0C.U011. BC UNIF IL( 137.5)801( 113.5). 251.0 PLF 0'- 0.0' TO 3'. 0.0'V 0'- 0.0' -72/ 5220 •59/ 620 5.50' 0,84 OF(625) !Single.weber ea shown. 3'- 0.0' -69/ 4230 -59/ 62H 5.50' 0.68 OF(625) UNITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Hangers attached to the bottom chord [will have 1,5'max. nail penetration, REOUIRE0ENT6 OF IBC 2009 660 IRC 2009 NOT BEINGVET, [BOND.2: [lesion checked for me1(-5 oaf) uolift at 24'cm soacina.( Connector pplate pro fix declgnatorl: BOTT00 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP VERTICAL DEFLECTION LIOITS: LL=L/240,TL'L/180 C,CN,C1or 1118(or no prefix) =ors. nus, Inc AND 807700 CHORD LIVE LOADS ACT IIWI-COIICORRENTLY• UA%IC PANEL LL DEFL= 0.006'@ I'• 7.1' Allowed= 0.16/' 0,020H3,018HS,U1fi=II Tek UT series 3.00 600 BC PANEL TL DEFL= •0,007'0 1'- 7.0' Allowed= 0,126' For hanger specs. •See approved plans 0A%XORIZ. LL DEFL= 0.000'@ 0'- 5.5' 12 NAX HORI2, TL DEFL= 0.000' 0 0'- 5,5' 0.00 This trues does not include any title dependent deforeation for long tern loading(creep) in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component, U-1.5x4 Design coefores to pain windforce•resisting system and coeponenta and cladding criteria, 7 Wind: 110 mph, h=25ft, TCOL-4,2,BCOL=6.0,ASCE 7-05, ! 77 Enclosed,Cat.2, Exp.B, 'MFRS, interior ione, load duration factor=1,6, Truss designed for wind loads o in the plane of the truss only. o N n 1 _ O .;iiiiill __ _ U•5x10 11.1.5x4 k�,o PR- *4% 4.. 61NFF _.04, ( A MI 1 ' ORO N �3.00 G qa <> O'‘. zJ6On:s,<v.Z //3 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - L1 ,.,N. , . Scale: 0.6499 Q . YI.1000Oa: aENEMLNOT•S,amuse Nhemrise no,st .0. I.Buda,and meati..Cone.%Mould be ebbed el td G.ro.N Nobs I.be design Is Wane any pen lMpramabes Noo,ned lot nepewrIndlvbual } t �. ��' Truss: L1 andwne,ee e.w construction continenaea. bobble woeoneneApplkehiety N aayn pane»bra and a stint. 4 R 2.dad comptessen web!Recite must.Wbeedeoios Neon• Incorporation of cempomN b tMra pensc cc et be bund%des a�7/ / -� 3.A4ddmulbWierary bac MUM sbW%dutrg conebucWn 2 DeaiYn amebas be by and WnwncoMNbW Webby gecad et DES. BY: M.1 b the respenNbe reg end Nit dec tespcbverylaas%aced%cwrows.N.baps by /, %el be wader.st005nalpmuroid Nigne, corMuo.sheathing euM as pig.• lbaabb(TC)ender drywalbEC). DATE: 7/2/2013 In email%sd b.e le the laspy.aaepy of be buadbg designer. 3 20 Impact%babe m the w%acInY teeter.whole show•♦ (44 4.No bad should be apl.s b any Conppn.A until sem M bating and 4.Ie.Wabon NW%b the raepweuey N t etabletw.conked... •A 24243 TRANS SEQ.: 5579844 bsterooaecantos%and%neu.wen.wden,baaarea.ban b Nepnwsumesbases beboused InanorvaarodeerwrenrroN. 24243 aeipn bads be deededle any component and are lot•eryc..4bn•Nwa. TRANS ID: 372404 5.Conpurma has no dentist ever and assume,no mep.um+p%Ne g P..4nwsumw"°..44ataeapMds Mown.ehanerr',..e ':r0i,: I 0.(�(/'��'i Ianose.M.fne.ahpnanl and Installation el compost... T.Cesgn assumes adequate*situp is seMd. ' S/ S -t" - - II N II 1.This tleaty,b furnished UMW bled fmaaticoN wlHMI H 1.Aabasoeb.boated on bob taus ensues,a.pl..se•.0 coma.IP ^/t/Ie nth OW nntet Ines. -,4 ONn1.C.4 111111INTIIM(IIII�IIIII IIII IIII IIII 1cTDukU3gblc/CcnnnolrbsSoftware 7.6.4SP5(lI)-ECA In SCSI,itoptea of which net bet furnished upon N to.FwWaknpnnectrplabazgnvanes..Eye-1311,050.1La11Pdltea) / s.a+➢ae Indcol.ane NpINe In Mottos. 1 • • • a •• •• •• • • • • as • • • • • • • • • • • • • • • • • •• •• • • a • • • ••• • • •• • • • • • • • • a • • • • • • • • • • • • •• • • • • • •aa •• • • S • • • •• • • • + • •• • • • • • • • • • • • a s • • • • • • ••• • a • ••• • ••• ••• • • •• •• • • • • • • • f.•• ••• •• • • • • • • • • • • 6 • a ••• • • VIII IIIIIII This design prepared from computer input by JP LUUBER SPECIFICATIONS TRUSS SPAN 2'- 0.0' INC 2009 UAX UEUBER FORCES 466/GDF/Cq=1.00 It: 294 OF 018BTR LOAD DURATION INCREASE=1.15 1.2.(-66)94 2.4=(0)0 BC: 204 OF 811079 SPACED 24.0'0.C. 2-3=(-78)60 IC LATERAL SUPPORT c=12'0C.NON. LOADING BC LATERAL SUPPORT c.12.00.u00. LL(25.0)+0L( 7,0) ON TOP CHORD= 32.0 PSF BEARING HAS VERT UAX HOBO WIG REQUIRED BAG AREA DL ON BOTTOU CHORD= 10.0 PIE LOCATIONS REACTIONS REACTIONS SIZE SOAR. (SPECIES) OVERHANGS: 18.0' 0,0' TOTAL LOAD= 42.0 POE 0'- 0.0' -85/ 429V -571 OH 5.50' 0.69 OF(625) Connector late prefix designators: 1'- 9.2' -73/ 280 0/ OH 5,50' 0.05 OF(625) C,CII,C18,CNIB (r no prefix)=CoepuTrus, Inc LL=25 PSF Ground Snow(Pp) 7'- 11.7' -37/ 42V -57/ OH 1.50' 0.07 OF(625) U,U2OHS,8t8H5,116=UITek UT series LIUITEO STORAGE DOES 001 APPLY DUE TO THE SPATIAL REOUIREUENTS OF IBC 2009 AND IWC 2009 NOT BEING NET. COAD.2:.0Retgn checked for 8911.5 esti u0111S_at 24'Oc(timing.' VERTICAL DEFLECTION 111116: LL-L1240, TL.11180 i BUTTON CHORD CHECKED FOR 10P5F LIVE LOAD.TOP UAX LL DEFL a-0.011'@ -1'. 6.0' Allowed= 0.150' AND BRITON CHORD LIVE LOADS ACT 11011-CONCURRENTLY. UAX TL DEFL=.0.013'@ -I'- 6.0' Allowed= 0.200' i-11.11 BAX IC PANEL LI DEFL=-0.004'@ i'- 1.5' Allowed. 0.114' ,, MX It PANEL TL DEFL=-0.004'@ I'- 1,S' Allowed= 0.171' UAX IORIZ, LL DEFL' 0.000'0 0'- 5.5' 12 UAX HORIZ. TL DEFL' 0.000' @ 0'- 5.5' 8.00 E' This truss does not include any tine dependent deformation for long tern loading(creep in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this conponent. 'v Design conforms to nein windforce-restating systeo and conponent¢and cladding criteria. elf Wind: 110 mph, h=20ft, TCOL-4,2,BCDL=6.O, ASCE 7-05, o Enclosed,Cat.2, EOp.B, OUFR5, interior zone, load duration factor=1,6, iTruss designed for mind loads in the plane of the truss only, eiPsim gDei!l JJ-2.5X4 �`9 PROFFss/ 7rG >GINeFe Vy 1-ON 2.00 OR •N eo 1PROVIOE FULL BEA11IBG:Jta:2.4.31 O.VGC)•2Gr,sq' `11,.. As JOA' 7/ /l3 FYPI RES 6!30115 JOB NAME: LENNAR- 2701 MULBERRY E - SJ1 p,.7ot1,V.� . Scale: 0.6941 ^.4�9 s W., 1• V/ARnonies: GENERAL NOTES,unless ethemise Soled: H. O,ais I.&rider and aractOnonnbaelor should ho advised of all Ganeral Holes 1.This design Is basad only upon the premarrsshovn and is lot,oAAivaI ` i '. T /I ' Truss: SJ1 a.d vrambge before conmrnton commences. building component.app•caucb of d..gn patameten and proper �t G 2..4 compost].nob bracing must b=Installed Where Otos,4. do 1 component is the responskitty of ex building designer. + (•�y%. • Nosed at DES. BY: 61J a.Adddo,, ,,Heraryi. lgic ftww.sNbnay dsrmg=,,.Imre.. 2 d g M ION•p..sly unto lop and bottom chords �brace Weuglho wul Web knout by 4 •'/ + mu.respon.Aeayelr eareMs Adddonalpemunentbracigel beif g urn as pipmdaheaeJg(TG)&nate,dnywaPte.C1 DATE: 7/2/2013 the mares structure)the re.nonslbary el the huedmg designer a.z inroad rldaug et teleral brat dvh.0 shop,•• a.Ito lea4 9o.yaw .lea m4cmraps, ny component unto after o'brag end .m,lae,aon ofouss is Ne responooee Ino respatve contractor. + 124:12::: SEQ.: 5579845 fasteners erewmpkNandelnoti eshouldanyloadsguelerWn 5.Design,ssumesbuss.amloheusedin•nerumnosrvaercvmumm. design loads 9e opened to any component. d art far cond.,of use. TRANS ID: 372404 s.CompuTiushasnoconnmoverandassumesnofespommayforero '.Gesnec.nusumeaNaburgalaa='.....''"'.Nmerpvdgt a •r04 1e4a1STV69 ,' 0fabrication.haninig.slVonsant end tallation .Tt desgnIsfurnishedsubjatt aeffnitalbosotfo forth 0.P0.lata„Nebbcn assumes agdonbattlams,buss.and placed so gob center //I' S(QNAL",,('\Ij` MILLI III-IIIIIIIIII II III III III TPbNTCA In SCSI.copies el which nil M lurnl:hed upon request. g.lines Digitsindicate ado al plate in inches. �1Z, / Y e hATek USA,Inc/CocrquTrus Software 7.6.4-SPS(tl}E Ig.Far msic connecter pale desgnvanr.saaa ESR-tilt.650-1000 panful i!• •• • •• • •• • •f• ••••• •••• •I a • • • • • • • • •• •• • • • • • • •• • • ISI . • s • • • • • • • • a• • • • • • • • _ a•• • • • • e - • •• • • • s • • •! • •• • • • • • • • • • a • • • • ••• • r • •f• •• •• • • ••• ••• • • • a • • • • • • • • • • •• ••• ••+ • • • • • • ••• • IIIIIIIIIIIIII This design prepared from computer input by JP LUBBER SPECIFICATIONS TRUSS SPAN 3'- 11.7' IC: 2.4 OF 0188TR LOAD DURATION INCREASE a 1,15 IRC 2009 UAX NE1-2.FORCES 2.4=(0)0q=1.00 BC: 204 DF @180TH SPACED 24.0'0-C, 2.3=(-69)94 2.4=(0)0 2.3=(•89) 73 IC LATERAL SUPPORT<e 12.00,UON. LOADING BC LATERAL SUPPORT<=12'0C.NON. LL(25.0)AOL( 7.0)ON TOP CHORD= 32.0 PSF BEARIIIG UAX VERT VAX HOHZ B05 REQUIRED BRG AREA • OL ON BOTTOU CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO,IM. (SPECIES) OVERHANGS: 19.0' 0.0' TOTAL LOAD= 42.D PSF 0'- 0.0' -92/ 4410 •84/ OH 5.50' 0.71 OF(625) • Connector plate prefix designators: 1,- 9.2' -54/ 62V 0/ DH 5.50' 0.10 OF(625) C,CII,C18,CN18(or no prefix) =CoapuTrus, Inc LL=25 PSF Ground Snow(4) 3'•11.7' -41/ 940 -BIL OH 1.50' 0.15 OF(6251 N,D20HS,VIBHS,U16=Uffek UT series UNITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REOUIREVENTS OF IBC 2000 AND IPC 2009 NOT BEING NET. NANO.2: Dedgn checked for nett-5 psfl uplift at 24'Sc soaeing,i '.. 12 VERTICAL DEFLECTION UNITS: LI=L/240, TL=C/180 BOTTOU CHORD CHECKED FOR IOPSF LIVE LOAD.TOP DAX LL DEFL a.0.011'@ -I'. 6.0' Allowed= 0.150' 8.007' AND B0TT00 CHORD LIVE LOADS ACT NON-CONCURRENTLY. UAX IL DEFL=-0.013'@ •1'- 6.0' Allowed= 0.200' -'y VAX BC PANEL LL DEFL= -0,003'0 I . 0.1' Allowed= 0.054' UAX BC PANEL TL DEFL=-0.003'@ I . 0.1' Allowed= 0.072' /1 UAX HOHI2. LL DEFL= 0.001'0 0,• 5.5' PV UAX HORIZ.TL DEFL= 0.001'@ 0'• 5.5' This truss does not include any tine dependent detoreation for long tern loading(creep) in the total load deflection. The building designer shall verify that this parameter fits with the c intended use of this component. T Design conforms to main windforceng-resisting sys tee and campene nts and claddicriteria. o Wind: 110 non,11=25ft,TCDL=4.2,8COL=6.0,ASCE 7-05, Enclosed,Cat.2, Exp.B, MFRS, interior zone, load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. 0 8511.4-1111111.111.1 _ o '4 4�� y !1.2.5x4 c,-,Q, PR_ 6:s>U 9r•k,.GtNE r= la 2 1-06 2-00 1-11-11 • OR e•N (PROYIOE FULL BEAHIIlO'Jb:Y.1.J1 , 9Q'� Z' 'qv �Y26,1 U GbA.JOH�r'~7/L/!3 EXPIRES 6/30115 JOB NAME: LENNAR- 2701 MULBERRY E SJ2 ��p.�?ONq,�,,. Scale: 0,7137 WARNinGs: GENERAL MOTES,ub.cob.nisenbd: ; ►�t l r ,,,....ii..,, I.Buader.S.rscnon contractor cn be adruad of an Cenral limbs 1 Thisg NEa ed only upon m.paramebn shoe.and is bran Individual m Trues: SJ2 end Warnings Mfereconstruction nes building component Rep Ayfd design parameters end proper 2.Zai compression web G M ibaInstal.Orem 4Mnn a. ingot...on 1 maim the eddy I lb.buildup designer. . as`�, . t' a.AddNonal bmryeraryb vg bN WGrry durbg con46ucMn 2.Design we bp dbo chordstote lel lig braced al a r DES. BY: W HNarespenabadyelb t .Add I 2'0..and Ecc repo N c braced ugh.Wbair Nognm by McClean.perms nerd bracing.( Mal ga M1 pyyvoodsA b RC1 nd/ dKneafeC). DATE: 7/2/2013 the overall studs,is the responses-ty of Na bubeg desgnr. 3.Ir lmpad GIdgig or lateral bracing rtqurad bhore shonn a e ‘''''.,::,4, d.lb bad should be ap4ted le arty cw,ponenl unu.eer as bracing and 9.Installation of buss is the re sponser'.ty of the respecpra...dor. ' ,x/ 2, SEQ.: 5579846 lesions aro comp..and atreINV should arty bads',A .. e.pngnenuma4Wb.....h.usednenncamsiv.4mienm.nl• E 24243 design loads spplbdbbmY component and.n fors wnda'on'el use. TRANS ID: 372404 „o E.N'frf.ss .fuebea.54.G.4.4.4.4 G.,.Wmor 4.52.5 Q gfv/S rit-V; 5.CompuTlua has conbelv.raM aswmesnrosponsibary for the IL." fabrication.M,mdrnm.shipment daccecs ndwngonents. 7.Design assumes ad.Aualo barrage b praaded •, 6.nleac.nhNmiahedsubpoloNerunlatbnlaelbMby e.vl.b sMabbcal.denboth la,n,duns,andplawtheir center /z//y,,'S�0NALV , 7I IIIIIIIIIIIIIIIIIIIIIII IIIIIIII ILII hSTek UD50.1nJcopies eafpuTrus Software 7.6./-SP5(IL}ER 10.cN basiconnecbppial.4nter Wes. de.gn values sea EnR-I311.ESR-lcaa/Esrek) ' 9 Dgaakadcale al.of piste n...a • • • • • • •• • • • • • • • •• • •4 •• •• A ••• • • • •• ••• •• • •• • •• • •• ••• •• • •• •• •• •• •• • • •• •• •••• • • • •• • •• •• •• •• •• •• • • • ••• - •• • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • ••• ••• • • • • •••• • ••• ••• • • im• •• • • • • • • • ••• ••• •• • • • • • ••• • • 11111nig 111This design prepared from computer input by 6 JP LUUBER SPECIFICATIONS TRUSS SPAN 5'-11.7' IPC 2009 VAX 9EU8ER FORCES 460/GDF/Cq+1.00 TC: 204 OF 1111111 LOAD DURATION INCREASE=1.15 I-2.1 05 2-4=(0)0 BC: 204 DF 11611T1 SPACED 24.0'O.C. 2-3=(-128) 103 TC LATERAL SUPPORT c=12'0C.UO0. LOADING ' BC LATERAL SUPPORT c 12'0C.U011. Ll(25.0)+01.( 7.0)Oil TOP CHORD= 32.0 P5F REARM SAX VERT gAX H0112 BRG REQUIRED BRG AREA 0L 011 BOTT011 CHORD= 10.0 POE LOCATIONS REACTIONS REACTIONS 512E 00.10. (SPECIES) OVERHANGS: 18.0' 0.0' TOTAL LOAD= 42.0 POE 0'- 0.0' -87/ 4310 -110/ OH 5.50' 0.69 OF(625) 1'- 9.2' -47/ 1540 0/ OH 5.50' 0.25 DF(625) Connector plate prefix designators: LI.=25 POP Ground Snow(Pg) 5'.11.7' -67/ 1430 -110/ OH 1.50' 0.23 OF t 625) C,CII,CI8,CI118 (or no prefix) =CospuTrus,Inc 11,O20HS,S18HS,U16=01Tek UT series 11111TE0 STORAGE DOES NOT APPLY DUE MIRE SPATIAL ICO1@,2:Design checkedlor 0611.5 0s4i Uplift it 24 'cc snecisgsl REOUIREUEIITS OF IBC 2009 AND IPG 2009 NOT BEING UET. VERTICAL DEFLECTION LI9ITS:LL-L/240,TL=L/1R0 901100 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP MAX LL DEFL=-0.011.0 .1'. 6.0' Alleged= 0.150' AND BOTTOU CHORD LIVE LOADS ACT 11011-CONCURRENTLY. SAX TL DEFL= -0.013'0 .1'- 6.0' Allowed= 0.200' -, gAX BC PANEL LL DEFL=-0.005' V 1'. 0.1' Allowed= 0.054' 0AX BC PANEL TL OWL=.0.006'0 1'- 0.1' Allowed= 0.072' 12 VAX HOBI2. LL DEFL= 0.001'0 0'- 5.5' a.00 V 0 VAX 00112.TL DEFL= 0.001' 0 0'- 5.5' , This truss does not include any tine dependent defamation for long tern loading(creep)in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. g Design conforms to main wiedforce-resisting cyst..and coepanent6 and cladding criteria, o Wind: 110 mph, h=251t,TCDL=4.2,BCUL=6.0,ASCE 7-05, 4 Enclosed,Cat.2, Exp.B, 9RFR5, interior zone, load duration factor-I.6, Truss designed for wind loads In the plane of the truss only. n o oPPI WM& 4► - 11•2.5x4 -..e•ED PRO S at;:�/'�s, 1 11r1 air B �_ y 1 �ORg4N�, 1.06 2-00 3-11-t1 --d G0-26,,,9� U3 / FROV10E FULL BEARING:Jts:2.4.,T1 9LOA J O�a'j'� 7/1/63 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - SJ3 Ioale' 0.5e37 1„,N.30r7�H�/�s'11� WARNINGS: GENERAL NOTES,rmloss otherwise noted: �s. a�s r� 'AT O�'' 1.Budder r d erection...or should be advised or all Gomm!Notes 1.This design Is based enty menthe paternal.Moon and b for an M'rvWal ♦ / Truss' SJ3 and warnings More eonanucnon commends boldin component Apyecabp.y of design pus coon and proper , 1 O 2.2r4...ton nob&Wig most be Installed Were a Noun e. incorporation*,craven..M responabay elven NW,designer. V 1 x DES. 6Y: AU 4 Add6onal temporary bracing,nsurewhdayer..,g construction 2 Design anseaait0'oM r.:p.ae ent ben. chords MaaaANraugLyorn braced Is me ream ev,.esy Imo,s,pnn Army enalameneNDreckpd aMaNkn has plyvaro0ehnmIn Mare drywa!(BC). DATE: 7/2/2013 M eve.structure Is Me rasponem0y come WW2 designer. 4. continuous za Impactbridgingor suchasemend.Hare show ea /' 11 1 No load Madel beappliedto any component aN alter all cutin end 4.Wlamen of Noss o Mre onethay of the mantra contractor. ,a%'1+�':f'ta' SEQ.: 5579847 Wstenersareco.VletoandalnotimeMadds,loadsgnaerMan Design assumes Wt.are%Mused Ina nan.arre».eerrrlenment q R 21243 design bads M amt.to,=any component. not me or-dry crate,al we. 1. Asp sec Yevs TRANS ID: 372404 S GmpuT,us has no comet over and assumes no res pens y ores 60s....surrrs4 h.MgNN syyeM Mhwm.SMnorubdge■ 0 kft5.106 IabrkaMm,1. fag.Mlprmrdand knNeaxpna arrpco.o 7.o:agn:+;wt.sadequate drainage le.411Vides. Nes coindraralt NW center Nies. ta bed.cale We of `S7Ne.ThN design b omnd subject le nt rotations al NM by 5.Plates Mag be Waled Mm Wesel buss.ad placed tie Mk ceWr 11111110111111111111111111111111111NII�IIIIIIIII ekTUSA(nclCompuTNSoftware 7.4-5P5,L} 10.Fbwsko.n s.brabledes lwseeESR-1311.ESR-1940Wok) 7/1 1O { • •• • • • • •• •• s• • • • • • • • • • • • • • • • a. • • • • • • •• •• • • • • • • •• • • ••• • • • • • • • • • • s• • • • • • • • ••• • • • • • - • •• • 5 • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• •• •.e • • ••• ••• • • • • • • •• ••• ••• • • • • • • • • ••• • • ILIIVIIIIIII This design prepared from computer input by JP LUU6ER SPECIFICATIONS TRUSS SPAN B'- 0.0' IRC 2009 UAX REUBEl FORCES 415RfCDF/C11=1.00 T0: 204 DF 0158TR LOAD DURATION INCREASE=1.15 NC: 2.4 OF 81611T9 SPACED 24.0'0,C. 2.3=( -64) 44 2-4=(-154(0 2-3=(•120( 142 • IC LATERAL SUPPORT<a 12'0C.U011. LOADING BC LATERAL SUPPORT<=12'0G.U011. LL(25.01$011 7.0)011 TOP CHORD= 32.0 PSF BEARING OAS VERT 11AX HORZ BIG REQUIRED BAG AREA DL ON BOTTOU CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 00.I1/. (SPECIES) OVERHANGS: 18.0' 0.0' TOTAL 1000= 42.0 POE 0'- 0.0' -73/ 495V •154/ OH 5.50' 0.79 OF(625) Connector plate prefix designators: 5,11.2' -110/ 170V 0/ OH 1.50' 0.27 OF(625) C,CH,C18,C1118(or no prefix) =Canpuirus, Inc LL=25 PDF Ground Snow(Pg) 8'- 0.0' O/ 630 •154/ OH 5.50' 0.13 DF(625) O,U20115,U18H5,016=UiTek UT series MILTED STORAGE DOES NOT APPLY DUE TOME SPATIAL • REOUTAWEIItS Of IBC 2009 AND INC 2009 NOT BEING DET. ;GONO._2:Design checked for net1•5 mf)uplift at 24'Gc oozing.] . VERTICAL DEFLECTION UNITS: LL=Lf240, TL-L/I80 BOT0OU CHORD CHECKED FOR IOPSF LIVE LOAD. TOP USX LL DEFL=.0.011'0 •1'. 6.0' Allowed= 0.150' MID 8011011 CHORD LIVE LOADS ACT 11011-COIICURAEIITLY. OAX IL DEFL=-0.013' @ •i'• 6.0' Allowed. 0.200' VAX IL DEFL= 0.000'0 0'- 0.0' Allowed.. 0.077' RAX TL DEFL= 0.000'0 0'- 0.0' Allowed= 0.103' • . 6.00 RAX IC PANEL LL°EFL--0.111'@ 3'- 2.4' Allowed= 0.438' ', i --- --i_ 640 BC PANEL IL DEFL--0.125'0 3'- 10.0' Allowed- 0.472' , UAX HORIZ.LL DEFL= 0.003'@ 5'- 11.2' UAX HORIZ.TL DEFL= 0.003'@ 5'- 11.2' 12 d Loa 2 y This truss does not include any tine dependent deformation for long tore loading(creep) in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. Design conforms to slain windforce-resisting system and components and cladding criteria. n o Wind: 110 nph, h=25ft,TCOL=4.2,BCIL=6.0,ASCE 7.05, `r0 Enclosed, Cat.2 Exp.B, MFRS, o interior zone, load duration factor=1.6, `r Truss designed for wind loads in the plane of the truss only. -1 n I CA s � 1 `QED PROF�css U-2.5x4 4 `>61N4 ,C. �'�/i�t 1 iK 1 - ,OR0•N�4, 1-06 y PROVIDE FULL BEAR I/IG:ute2.3.41 8=00 -_ j �.fr GAY 26.19 ,V= Gb4. 1°?" 7/2//3 EXPIRES 6130115 JOB NAME: LENNAR 2701 MULBERRY E - SPJ1 Scale: 0.5242 • .,NJOHAi.P. •. WMNl110S; GENERAL NOTES,unlesieMery i,e noted: a NI /�Ol' I.Bund,,arderectwn mnIreclor should be adennd of all General Notes I.This Pe1ten Is hased only Won N•p,ranat,nshown and for anal,dual ; �‘11‘ s�J. Truss: SPJ1 and NN ne beor construction commence,. bu'uq .Appecausry or 0esiaa parameters and proper 0 2.Z. mp ion b Mac.must be n.taeedxhere oho... Ytmpo C t comp..,h ase;.pons.lty of Ne buffet adesigner I •� a.Addieo II 2 peat N.by and bottom chords le be Laterally bated al DES. BY: MJ hth1...S. of n [bill P4. hot)nein..Mac.of 2e. nd at IP respectively un.tss baud lh,nuahod NM Ion.by s >' p DATE: 7/2/2013 Nen ll [i N pa wry nh.c'd design=, a gal a NNa"`W ba,uO rociMd she emngrc).namam+erloc/ x s✓ Impact Ida,c NNW bracing sly of E,P uh,ro ahoxn,. F 4./to.Rad Iwutd bo pp".d l y component e until EMt as bracing and 4.Imetal Lao f lm i No r•slA be l e of au respect.can.clar. .#24 4 SEQ.: 5579848 Iashine,sallcompletea.atnenetsshoosanyloadsgreatersun E.pnign,.s nnb.....ho..Nanenco...en... .. { f 24243 t ,' TRANS ID: 372404 d.sign bads ba operon to any component. oro,am for ie:`min rn;ta, �1 sItc 5.CompuTmsha.noeontroloveeanuanon..a auspon,NiLNtotNo necessary. a Wwrt.,hoxn.shm.orxedan. O �ISTER� Iebtlutbn.AaMrnp.,NpnoN and nl5u,aen of components. 1.neJanas Petal b' W provided. (IIII III II�IIII(IIII II IIII III III) 6.This Pesten Is furnished subkctto.r tationsulforthby S.PlawEshaebebc..oneboniacesiMimes.andpiecedsoNMcorner S/ONAL TPIMTCA N BC61,coph,of MUMMA b.furnish.upon untwist. Ims[oascWxmn to Ma canter pr.ea. /�/�/ 1 ESTek USA.lnclConp0000n SoM•yare 7.6.4SP5(1L).E 10.F.bask comenectoogi Male values sea ESR-lolLEbm-lose pdnaq / / x o - I