Loading...
Plans (142) 1 mc,- 1 t5 .- (. ) 3u?� ` \ is. SS\,v Lk 1,,s 40'.0 I10'0 30-0' I 1 GARAGE RIGHT 14'8' D1 , �/IS.1111) 4:121 \:1///1 14, BR, ilk � 21 31 21 A ra M.1, 2_ 2? _ I 842 I i>;i2 • K ill\ # 5J3 M11828 06(8) ?? Z AR1 m 01 116441s Z? • 2041f2 , J1 X -12 2812 •, J2 B1 (5) / , J3 8.12 Mll82Q N AJ4 «.- - J3 at MT= SPJ16:1: GIRD1 •fir fl, e JI § awl �:`® li. , 2 ! 4, Ii2 ep 12) 4;; to c 17.E 84 L18'.8' 40' ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS LENNAR HOMES 07/05/13 PLACEMENT uTO TRUCA aIONSn PROJECT TITLE: REVISION-1: DRAENWINGS RED RCRNNARZS7MULBERRY RH,ur.. ; wroR/ am Pac' umberDESIAWINRDPLUSSDING 2701 / MULBERRY BNBLiISH DESIGNER/ENGINEER OFRECORD TO SIGNS PRIOR O CO 191WION. COMPANY DELIVERY LOCATION: SCALE: REVISION-3: & TR U S S 3/32"=1' AU designs are property of-Pacific Lumber and Truss. All designs are null and void If not fabricated by-Pacific Lumber and Truss. 1 1 r 40'-0' 31Y-0* 1 10.-0. GARAGE LEFT 14'-6' D1 ro :///// \ / \ 4:12 I? ////,11111111k. Its t; LI' F4 -If, N -A 4.19D4 SJ1 SA SJ22 SJ2 SJ3\H2 SJ3 I M $ D5(6) 4 co qPM N Ng B2(2) ro 1 J1 20'-41/Y \ § J2 8:12/ / 8: M J3 61 (5) AJ4 k, MUS18 0 12 L J3 ; SPJ1 8:12 8:12 fr SPJ1 fCH2 4342 .� I-GLD ��' e8:12 C�l1 I A . : ICI - 5:1: Imo'=- 8:121(2 24— u'l 6 I A�� I 1 / U. / /2 / G2(2 s.4 I'i' G1 if Cm 19'-6' 4I 8'-0' 1 12'-6' 0 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS LENNAR HOMES 07/01/13 PLACTRu sc,AALCULATTIONSAANER D° ENGINEERED STRUCTURAL PROJECT ECT TAR REVISION-1: DRAWINGS FORA ri �ac_______14t_____Ini- ber LENNAR-�,§]1IMULBERRYE LERt .. .DES N 2701 / MULBERRY 5N kS61 DESIGNER/ENGINEER NE ROFRECOOLRDL TOCOMPANY DELIVERY LOCATION: SCALE REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. CK TRUSS 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. A 1 CompuTrus. Inc. Custom Software Engineering Manufacturing 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). C �_EO PROPe y� ��o Nc,'O ' • OREGON `n ^ - TORER G, R• y F9 01>R. C Q'� •. ioNALst4c1 177CPINET-707771 EXPIRES 6/10/13 , , •1111 This design prepared from computer input by JP LUMBER SPECIFICATIONS TRUSS SPAN I5'- 9.0' INC 2009 DAX HISSER FORCES 461/ODFICq=1.80 TC: 254 OF R1811TR; LOAD DURATION INCREASE=1.15 1-2=) .61) 94 2-5=(-190)567 5.3=(0)369 2x4 OF 2400F T1 SPACED 24.0'O.C. 2-3=(-838)363 5.4=(-190)567 L BC: 204 OF 8106TR 3-4=(-843) 255 I WEBS:2x4 OF STAND LOADING LL(25.0)}DL( 7.0)O11 TOP CHORD= 32.0 PSF TO LATERAL SUPPORT«12.0C.HON. DL ON BOTTOU CHORD= 10.0 PSF BEARING VAX VERT SAX HORZ RIM REQUIRED SRS AREA RC LATERAL SUPPORT<=12.0C.0011. TOTAL LOAD• 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 80.111. (SPECIES) 0'- 0.0' -130/ 6340 .138/ 138H 5.50' 1.40 OF(625) OVERHANGS: 18.0' 0.0' LL=25 PSF Ground Snow(Pp) 15'- 9.0' -881 7100 -138/ 138H 5.50' 1.20 OF(625) Connector plate prefix designators: 901700 CHORD CHECKED FOR A 20 POE LIVITED STORAGE C,CM,C18,C1118(or no prefix) •Compolrus,Inc LIVE LOAD AT LOCATION(5)SPECIFIED 87 IRC 2009. - ,. : .e i•n he: . , .af)gplift et 24'me a asp ipg,1 U,920NS,U18HS,U16=Ritek UT series THE 80TT00 CHORD DEAD LOAD IS A 9101606 OF 10 PSF. VERTICAL DEFLECTION LIMITS: LL=L/240,11=L/180 II For hanger specs. -See approved plans SAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' YAX TL DEFL=-0.013'@ -1'- 6.0' Allowed• 0.200' 0AX IC PANEL LL DEFL=-0.243'@ 4'- 2.9' Allowed= 0.598' SAX IC PANEL TL DEFL• 0.246.8 4'- 2.6' Allowed= 8.895' VAX HORIZ.LL DEFL• 0.007'8 15'. 3.5' MAX HORIZ.TL DEFL= 0.011'P I5'- 3.5' 8-00 7-09russoes pp 1' 1 1. defareetiondtor long not include adin time (creep)in the 9(creep) 12 12 total load deflection. The ft designer 8.00 V 110-4x4 Q B oo Shall verify that this parameter fits with the intended use of this component.t. 3 Design conforms to gain windforce-resisting system and components and cladding criteria. Wind: 110 mph,h•25ft,TCOL=4.2,8COL=6.0,ASCE 7-05, Enclosed,Cat.= Exp.B, (MFRS, interior tone,toad duration faotor=I.6, Truss designed far wind loads in the plane of the trues only. .11°11115 t. PROF�c �� r- Y '� ��5 GiNe /U y c - 5 4.. o ECI 'Ili 8-2.5x4 11-1.5x4 11-4x6 'il1 ...s b B00 J 709 1 0G�YnaNcV2 yG� � b b �A. JOT• 7/2//3 1.06 15-09 WEDGE REQUIRED AT HEEL(S). EXPIRES 6/30/15 JOB NAME: LENNAR- 2701 MULBERRY E - Al P'J0NN,� • Seale:0.3468 4 y�.� WARNINGS: GENERAL NOTES,Wessel/wed.encode,nebtl: .4\S' ` lit, 111 'M/O ' 1.wader and erection contractor should he advised N all General llotn 1.This deslon N based only upon the ion shoals and w lot anAbilual 4V, i`! -(I' Truss' Al andwroawa exore,nnocnvnn mammon. Sallow conyment.Appa<abley 4desgn parameters sodproprl-/ O ' 2.Zed compression web meow want be InstabdAMaro sheen,. Inmrparasonelm... napen0 01.1.sdna Mfgnea. � x DES. BY: AU 3.,wraenN„n,gonrybad5 sum abeeyOARsmn,rnnbn =.wsl�aaan,cau»bpamnnmmr,nraakn.„„raNen,.eN Bre}: „tie responb9y ef the ender.Addemonal pumenent Melfi N =.sand et l0',.e nespeenh ante.beamd throughout dusk le�phby / a Pe enraafbudun btlwrnporulxiy el the de' senilruom sheathing such as pynmdabaathbp(rC)aMlu dryn,gaC). I' DATE: 7/2/2013 4.No loadN,autdhestapnedloom,«rc,nen n«.baci.and is w„„0ne"enb ssssing).beNep.n NwRapectiyere �batbr. .4. r.'.-,.''''''1 SEQ.: 5579797 „,„wan.romrrp„1.and.er,ew,.should any bads greater wn S.Dee.assumes trusses be to Ca used b a non-conosbe erydronnant. ,� A 54243 tleaian bads be*Wad bsnY mmporoM. Man rw'dry mndtlon-elm.. ' TRANS ID: 372404 s.caro,rm.na.nemwele...M.aNnnannnapemsay„ru» O.o,agnewan.:rwe,amaN,ea cascade nwnerx.aa.e O �ISiER fabdmtlon.handtnp,shipment and lnmueenamnamen„. ,.Mate,w,T...Mgn„drainagel,p bp/added. - _SIONALF - 111111111111111111111111111111111 S.tide design badnbhod subject btl„O,Ot,uo set bah b1' S.PFes„Nsabaaba bcaled en ben hmaelbuas.,M plantlfo tick muter ���/�� . TpamcAbseal.costes aaahw„a be furnished upon„ue.n w.owaa tnarati ml:e „Nr„,ni. A9Tek USA,lnclComglTrus Software 7.6.4 SP5(iL}E to.For baak,mnacbr q,„ae,nnb,s a..ESR-1311.ESR-rase p,0a1 ! i 1 E t 110111101 This design prepared from computer input by JP 100909 SPECIFICATIONS 16.00.00 HIP SETBACK 8.00-00 FROS END WALL IC: 204 OF 8168T1 LOAD DURATION INCREASE.1.15 pion-Rap) 1-2=(20-61 9 U84 AX 42.7.(-276) 1592FORCES 493-7=(.102)•160 IC: 2x4 OF 2400E 2-3=1-2063 377 7.6•).286)1046 7-4= 0)545 REBS:2n4 OF STAND LOADING 3.4=(-1984) 306 ) 7.5=(-151 207 LL=25 PSF Ground SnowPg) 4.5=-16851 308 IC LATERAL SUPPORT==72.00.0011. IC UOIF LL( 50.0)401( 14.0)= 64.0 PLF 0'- 0.0'70 8'- 0.0'V 5.6=(-2065 ) 384 BC LATERAL SUPPORT o=12'OC.UON. TC UOIF 11( 50.0)401( 14.0)• 64.0 PLF 8'- 0.0'TO 16'- 0.0'V BC UOIF IL( 0.0)401( 50.0)• 50.0 PLF 0'- 0.0'TO 16'- 0.0'V OVERHANGS: 18.0' 0.0' 8EARI110 VAX VERT VAX 6002 09G 80001900 BRM AREA Connector plate prefix designators: IC COlIC IL( 466.7)401( 130.7)= 597.3 185 @ 8'• 0.0' LOCATIONS REACTIONS REACTIONS SIZE 50.09. (SPECIES) Coanect8 0118 no TO C011t LL( 466.7)401( 130.7)= 597.3 LOS @ S'- 0.0' 0'- 0.0' •205/ 16954 -130/ 1308 5.50' 2.53 OF 670) (orprefix)=Compalrua,Inc 16'- 0.0' -166/ 15000 -138/ 138H 5.50' 2.25 OF)670) 5,62085,81960,610•ViTek UT series LTU1TE0 STORAGE DOES NOT APPLY DUE TO THE SPATIAL For hanger specs. ••See approved plana REOUIREYEOTS OF IBC 2000 AND EEC 2009 801 BEING VET. GOND.2:Oesidn checked for natl•5 msfl 001011 at 24'ac soacina,1 B0TT00 CHORD CHECKED FOR IOPSF LIVE LOAD.TOP VERTICAL DEFLECTION LIU0T5:LL=L1240,IL=L/180 ANO BOTTOS CHORD LIVE LOADS ACT NON-CONCURRENTLY. VAX LL DEFT -0.011'@ -1'- 6.0' Allowed= 0.750' VAX TL OEFI•-0.013'0 -i'- 6.0' Allowed= 0.200' 6AX LL DEFL•-0.035'0 8'- 0.0' Allowed• 0.754• VAX TL DEFL•-0.060'@ 8'- 0.0' Alloyed= 1.006' 8-00 ®-00 T i '1 VAX 60NI2.LL DEFL= 0.011•@ 15'- 8.5' 1 4-01-09 f 3-10-07 3-10-07 4-01-09 OAX 60912.TL DEFL• 0.027•@ 15'- 6.5' 12 597.301 .f This truss does not include any tine dependent 12 8.00 597.304) deformation far long tern loading(creep) in the Q 8.00 total load deflection. The building designer 4.0' spall verify that this parameter fits with the 4./_. V•4%6 intended use of this component. 1111101141 Design andfer.,tentsmain andicladdingrcriteria. Wind: 110 mph h=25ft, TCOL•4.2,9CDL=6.0,ASCE 7-05, Enclosed,Cat.2 Exp.B, USERS, interior Zone,load duration factor=1.8, Truss designed far wind loads 11-1.5x4 D-1.5X4 in the plane of the truss only. S ^ ����Lp PROP*. ter - ! sr' < �aG1NfiF.' 7 U•316 0-3x8 'B-4x46.. c _�;��,h. I ',101 '' at" ) 8-00 ) 8-00 l 10 G4)-26.N t( G7 k 1-06 , 16-00 ' OAt JO�� 7/Z//3 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - A2 P J�NN ' Seale: 0.3403 �l� 4' 1.1121004.• OEa1ML NOTES,unless otherwise no., a W ry"1r Q 1.Suit.an defection coneractor Meuab.adieadnls1Oaneral Notes I.ThN design Is besh only open e.pu para.,.elm.Ewa Is for an individual p Truss: A2 .nawamigs be..senwasben commences. w%g cormoneru.Appeca6uy el design ammeNn end proper .41,0 ' I �0�" 2.la4cempresslon sorb bracing muslin Inslaled.Mre show,.. bceywneen of component le the respensbnly el0mboadne Mf lry's1 3.AdeSenal temporary badrg le Insure 5YNNy during construction 2.Design assu IC by and bottom chards ebe d000 NMeed•i.r ��= aT:s. x DES. BY: AU bon.respomnay.le.ender.Addtbml pam,sn.x Mabg el lea.anent IC e.o.respecs.•lyaoess basedweuohout net length by continuous eMaNbg such es plywood aheamwg(rC)andlor drywe(6C). 7 DATE: 7/2/2013 C.awnaawdwe o ow.Fensbay elan.7.'mg.floc. 3. l.rya0pelpg minimal bacagnydree when shone.. '': .. 4.No bad she.be appled to any component MMS eller'glancing and 4.1nnWaaoneta Is 55 respena6T,y el Ow respeNv...oAor. vll SEQ.: 5579798 Fee.Mn en camp►te end et tee tins MoeN any bale ....n S.Design assumes bun=s ere le be used tin•nenemmsN•environment, TRANS ID' 372404 dedpileadsb•applied to any component wenbreycauaoonlwma. q 24203 • e.CrumuTtesbas nononbaleverand mem.ne a oeigsne.r.aN1N tat Q Rai$tE�: Sbdcaeon.ban .sroMbmb ter Use ,a. amga epp Es provided. nmw.agaa ' S3' NAL /.This design be 'MC subject to Me Solos eel bdhnab7 S.Robs a Mai be bcatal en bohdrainage selbss and pbced sal.center - 0 ed open .- 11111111111111111111111111111111 7PlaVICA in SCSI,mt.*efetich al be EATek USDAInc/CompuTrus Software 7.6 h4.5P5(11)-Eat Io.Fos baskSues trmnmclor ptedesign values sea Eaw1x11.Esse-Isle 0110.0) /2/�• 8 Ei0000sdcatr elm alebl.8,Ycees l I3 tOhI N Ill This design prepared from computer input by I' JP LOUSES SPECIFICATIONS TRUSS SPAN 16'- 0.0' IRC 2009 UAX DESBER FORCES 459/GOFICq=1.00 IC: 2x4 DF 2400F LOAD DURATION INCREASE=1.15 1-2=(-61) 94 2-6=(-180) 583 6-3=(0)375 BC: 204 OF 110110 SPACED 24.0.O.C. 2-3=1.858)350 6-4.(-180) 583 WEBS:204 OF STAND 3-4-(-858)350 LOADING 4-5-)-61) 94 TC LATERAL SUPPORT<=12'OC.UON. Ll(25.0)001)( 7.0)ON TOP CHORD- 32.0 PSF BC LATERAL SUPPORT<.12'0C.SON. OL ON BOTTO0 CHORD= 10.0 PSF TOTAL LOAD= 42.0 PSF BEARING VAX VERT VAX HORS BIG REQUIRED SRO AREA OVERHANGS: 18.0' 18.0' LOCATIONS REACTIONS REACTIONS SIZE 50.I0. (SPECIES) LL-25 PSF Ground Snow(Pg) 0'- 0.0' -128/ 031V •138/ 138H 5.50' 1.49 OF(625) Connector plate prefix designators: 16'- 0.0' -1281 031V -138/ 138H 5.50' 1.49 OF(625) C,CN,C18,C1118(or no prefix)-CoepuTrus, Inc BOTTOM CHORD CHECKED FOR A 20 PSF 118110D STORAGE O,tl20H3,SIBHS,tli6= luck UT cries THEE OT00 AT LOCATION(S)LO O IS 8V IPO 2009. COOS.2:Design checked for net(•5 Dail uplift at 24•ox soecing.) THE BOTT00 CHORD DEAD 1000 tS A tlINIUUV OF 10 PSF. VERTICAL DEFLECTION 110115:LL-L/240, TL-L/1B0 VAX LL DEFL=•0.011'E. -1'- 6.0' Allowed- 0.150' 6AX TL DEFL--0.013'@ -1'- 6.0' Allowed= 0.200' VAX LL DEFL--0.011'@ 17'- 6.0' Allowed= 0.150' MAX TL DEFL=-0.013'@ 17'- 6.0' Allowed= 0.200' VAX TC PANEL LL DEFL= -0.243'@ II'- 9.1' Allowed= 0.596' MAX IC PANEL IL DEFL= 0.246'@ 4'- 2.6' Allowed= 0.895' 8-00 8-00 YAX HOBIZ. LL DEFL- 0.007'@ 15'- 6.5' T 1 f VAX HORIZ.TL DEFL- 0.011'@ 15'- 6.5' 12 HU-4X4 12 This truss does not include any tine dependent 6.00[7 Q 8.00 deformation for long tern loading(creep)in the 4.0' total load deflection. The buildin designer 3,/-x shall verify that this parameter fits with the .. y inLnded ue mf Ihls cmnponent. Design conforms to maln windforce-resisting system and components and cladding criteria. Wind: 110 mph,h-25ft,TCOL-4.2,8CO1'6.0,ASCE 7.05, Enclosed,Cat.2 EYp.B, USERS, interior zone, load duration factor-1.6, Trus designed for wind loads 1n the plane of the truss only. oV o G. 9IN4..• O �� t.0 4v e = KH I R o LI-2.5x4 11.1.5x4 11-2.5x4 c ''l 1 1 OR eiN ey 1 1. ./ O ,1; 0'26.N9p C) 1 r 8-00 6-00 y 1 9G/DA• ...rort1' 1-06 16-00 1-06 7/213 EXPIRES 6/30115 JOB NAME: LENNAR- 2701 MULBERRY E - A3 Scale: 0.342 ��P'W0NA,I,n WARNINGS: GENERAL NOTES,unless amemiae natal: 'f ^ `,^�/1.Bolderanderection contractor should be adMed clan General Notes 1.This design b besod say upon Ne peremtors shorn and b for an IdMdual ; � �" Truss: A3 erd N6mugs before conWuction cenmences baleeng mponent App4abwly el desyl paramebn end propp .(pI1 ; Q' 2.2a4 cenWessbn web bracig must be bntalledvMre show),. We...radon or cemponutb nn responskaay dt,e bunds des NNN DES. BY: AU S.Addweulbmpenry bracing to bane aubPAy Wing oubudbn 2.Design the top end bottom chedabb laterally Would designer. le be ns i Ne erector.Adddorul permanent a 2'ere.and et 14 o.e.re,p.aey unless Mand throughout MP length by ponsN$ye p,. , bracing continuous sheathing such as pywood nAed00(TC)ardbr dryvne(BC). />: DATE: 7/2/2013 the onrastrudweNNereapaneauyofthebadkadesgner. 3. awedbrld9,9 ateraMaans mindnhemshown ee ... 4.No load should be Seeded to any component anal ear am bracing red 4.D.04,n en Nimes kWresleasb1iy et the respective eenact°, CEO.: 5579799 bel.n.nars a�kbend dnemmeaaa.mbam9n,l.rwn s.a,gn..s ,w,.a..baused b.nen<msaw.emhnnm.m. q R 24243 Msiyn bads be,ppled b am component. and are Oar eondklon'a use. 'Y e,.�p /;/�Q1- TRANSID: 372404 S.CmrpuTres beano centrality*,and meows no teepombmy for Be e.Da'''ms aluebe'b9""PPbahovn Shxmm"eag" ' lbs e•`� Iabrkafon,handling.shipment and Insulation et compensate T.e.ogn.siumes,e.q.ae6atna9,b prodded. s.� Vit`, 6.This design Is furnished subject to Onnriaalkns set 10,91 by 9.Rahn shall be Waled on bet,taus el truss,aid placed so ter oaer •s��J/ SIONA�+ CA in SCSI, pies or which nil be finnishod upon s coincide',MOW antra Knee. 1111111111111111111111111111 IRTekNUSA,hbclCpoornpuT Software .4SP5(1L)-E� 10.For bask amesbr plate design value's,,EBR-U1t.ESR.193a ONTO) / 1 9.Ogas Ind.!.We el pleb b Inches. . i 11110 11 lN11II This design prepared from computer input by AA JP LUMBER SPECIFICATIONS 16-00.00 GIRDER SUPPORTING 20-04-08 ERC 2008 SAX RENDER FORCES 4'58/G0F/Cq=1.00 TC: 208 OF SS LOAD DURATI00 INCREASE.1.15(Hon-Rep) 1.2=-4692 664 1.6=(-528 9796 6-2=( -166) 1536 BC: 210 OF 82 2-3-(-3266)468 6-7=(-525`3785 2-7=(-1432 204 WEBS:204 OF STAND; LOADING 3-4.(-3286) 468 7-8=(-525)3785 7-3=1 -422)3336 204 DF 6168TR A LL=25 P5F Ground Snow(Pg) 4-5=(-4692)664 8-5=(-526(3796 7-4=(-1432) 204 IC LATERAL SUPPORT<= TC UNIF LI( 50.0)401( 14.0)- 64.0 PLF 0'- 0.0'TO 16'- 0.0'V 4-8=) -166) 1536 BC LATERAL SUPPORT 0.12'OC.0011. BEARING UNIF LL) 229.7)40L) 176.2)= 405.9 PLF 0'- 0.0'TO 16'- 0.0'V BEARING RAX VERT SAX H06Z IRO REQUIRED BOG AREA LIRITED STORAGE 00ES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) Single member as shams. REGUI9ESENTS OF IBC 2009 AND IRC 2009 ROT BEING MET. 0'- 0.0' -5197 37590 -132/ 1326 5.50' 6.01 OF(625) Hangers attached to the hotton chord 16'- 0.0' -519/ 37590 -132/ 132H 5.50' 6.01 OF(625) will have 1.5'max.nail penetration. BOTT08 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP ANO 60TT0U CHORD LIVE LOADS ACT NON-COECURREVTLY. Connector plate prefix designators: (GOND.2:O.ESigO.lheckad for mat!-5 001 uplift at 24'oc spacing,) C,CN,CI8,CN 18(or no prefix)=CampuTrus,Inc VERTICAL DEFLECTION 110115:LL-L/240,TL-L/180 S,Y20NS,WBHS,S16 CAlek BT series MAX LL OEFL=-0.059.6 8'- 0.0' Allowed. 0.754' BAD TL DEFL.-0.099'A 8'- 0.0' Allowed. 1.006' 8-00 8-00 RAX HORIZ.Ll DEFL= 0.023'0 15'- 6.5' T T f MAX HORIZ.TL OEFL. 0.039'0 15'- 6.5' 4-09 3-03 3-03 4-09 This truss does not include any tine dependent deformation for long term loading(creep) in the12 ! B 00 7 U-4x10 12 B 00 shall verify thattotal loadtion.this pThe bterdinfitsdeswithner the 3 4 intended use of this component. DIS Design conforms to main dtcladdingrcriteria system and components ma and ndforoe-criteria. Wind: 110 mph, h•25ft,TCDL•4.2,BCDLs6.0,ASCE 7.05, Enclosed,Cat.2 Exp.B, BURS, interior zone, load duration factor 1.6, Truss designed for wind loads U-3x8 8-3x6 in the plane of the truss only. .eioN 44,-..:r All11 U-5X16 11.5x16o- p® o ..01'' ��Ep PROFIci 457 111111.11 8 IF U-3x10 U-8x10 U-3x10 Lr 1111(111-, ) -- • 0R e'Nrb 1 1 Y 1 .1' 5:I- ✓G4.:.%2.16(;;;°7 Y28,`°h U= 1 4.07.04 3.04-12 16-00 3.04-12 4-07-04 1 9G�DA.JOt°'° 7/z//3 EXPIRES 613011 JOB NAME: LENNAR- 2701 MULBERRY E - A-GIRD ��Pw0NN3:10.►1i, . Seale: 0.3571 s �' 0 WANRNGS: GENERAL HOWL Wass ot•nWe noted: I.Bunderand er.0,0 contractor should be mensal of es 0sn0,al Holes 1.Thr design Is based may upon See paranrm shown and Seaman Individual �Q �,. Truss: A-GIRD and Warnings balm emshucfrn commences. hu2dreumpena.APPIWbFy ed desk.wmmetem and prope 1i..,,r 2.2r4 conpmeson web basing must be hMandesnn shown e. bcenpeMonalm"tin'at""m•peV=toIZITlydn9des`IWmr. F .Ia 3.Mdaanal temporary boning lo lessee Mobley duals combustors 2.Dea(pn assuusoo bP sad 0.b.e tlp,dsabtelamay booed el r� ma/]: DES. BY: Alltithe mpename,y of Me erector.Adddenal pnpunl basin of Yes aMetlaep.ropsaphy unless baadmcughoul Moira.yy by /� M•owns shqun red.nspomm nrnwua sheeting sucnas plywood00,000�edlhbls(TC)andlor drym9(6C 4...'.. DATE: 7/2/2013 4.Re load shouldbeapp$edtoanyswmnenlweetMetelbrracingend 44..w`a°oaonct albnumsttm sponeluyoftesw:a tractor. SEQ.: 5579800 asbnas em umPlete end al nobneMould arybads greater than 5.Design assumes bosses.r=lobe used be non-..styesminnmenL24243 design leads be applied to any component. and See ar'aly condom'el we. TRANS ID: 372404 S.rnmpuTmshas nocanal...rendassumes,nmrppmmayfor Pm 5. .sign.ascan.amebaa".".ppnro.nownSHmorwed," '.�0 �tUrsTER: hbnkadon.handag.stipment and MaYdon a components. 7.ddpn•aurora adequ{.dainap•rpoJdM II.This design r famished subtest b the 5,.Wmu cel ladle by a.parsshal be ausdon bot faws.lbuu.and phut,soeee center '7 S/ONAL 11110111111111110!I'111 hgTI TCAek �ai C0I.oap salwhkhw9bafun po} emas'mange uiaalcenterana. //q�ll , 8.Dien anus sae wear r Inches. L� mpisTrue SoRyrere 7.8. iL E 10.Fa basis comucbrptea design values gee ESR-1311,ESR-1088 Weld { ( 1 l A 1 11111111 This design prepared from computer input by JP LUUBER SPECIFICATIONS 05-09-00 TERUIBAL HIP SETBACK 8.00.00 ERN END WALL [RC 2009 UAX UEUBER FORCES 411N/GDF/Cq=1.00 IC: 204 OF#18811 LOAD DURATION INCREASE=1.15(Non-Rep) 1.2= -61) 84 2.7=(-281) 1600 3-7=(-208) 161 BC: 2x6 OF SS 2.30(-2048)379 7.6=i.2B1) 1539 7.4=( 0)628 WEBS:264 OF STANE; LOADING 3.44(•1858)306 7-54(-139)201 2,6 OF 82 A LL=25 POE Ground Snow(P9) 4.54(.1857 307 TC UNIF LL( 50.0)001( 14.0)= 64.0 PLF 0'- 0.0'TO 15'- 9.0'V 5.6=(•2019 378 TO LATERAL SUPPORT 4=12'00.UON. BC UflIF 11( 0.0)001( 60.0)= 50.0 PLF 0'- 0.0'TO 15'. 9.0'V BC LATERAL SUPPORT 4.12'00.UON. IC CONC LL( 933.3)001( 281.3)=1194.7 188 @ 7'-10.5' BEARIING VAX VERT VAX NORZ BRO 8EW[RED BAG AREA OVERHAIIG3: 18.0' 0.0' LOCATIONS REACTIONS REACTIONS SIZE 80.111. (SPECIES) L[6ITE0 STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -205/ 1671V -138/ 136N 5.50' 2.67 OF(625) Connector plate prefix designators: REDUIREOENTS OF IBC 2009 AND IRC 2009 NOT BEING NET. 15'- 9.0' .170/ 1504V -136/ 136H 5.50' 2.41 OF(625) C,CN,018,0118(or no prefix)=CoopuTrus, Inc U,U20HS,U18H8,U16=VSTek UT series BOTTOU CHORD CHECKED FOR 10PSF LIVE LOAD.TOP ••For hangar specs. -0..approved plans VERTICAL AND BOTTOV CHORD LIVE LOADS ACT NON-CONCURRENTLY. �LOHO.2:OBchecked net(-5 Osfl u611Tt at 24 NIG soacfaa.( DEFLECTION LIUITS:LL=6/240,T1=1/180 VAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' VAX TL DER=-0.013•@ -1'- 6.0' Allowed= 8.200' VAX LL DEFL=-0.030.6 8'- 0.0' Allowed= 0.742' 8-00 7-09 SAX TL(EFL=-0.050'@ 8'- 0.0' Allowed= 0.989' VAX H0012.LL DEFL= 0.011'0 15'- 3.5' ' ' VAX 60912.TI OEFI= 0.018 0 15- 3.5' -1' 4-02-09 *1' 3-09-07 3-09-07 3-11-09 12 .1194.708 12 .1 This efo tats does not include any gine dependent 11.4x6 total load for long tern loading(creep) in the 6.00 7 Q 8.00 total load deflection. The building designer 4.0' shall verify that this parameter fits with the 4,M intended use of this component. Design conform to main windforce-resistingsystem and components and cladding criteria. Bind: 110 mph, h=25ft,1COL=4.2,BCOl=8.0,ASCE 7-05, Enclosed,Cet.2 Exp.e, WFRS, interior zone,load duration tactor=1.6, U- V'1.5X4 Truss designed for wind loads in the plane of the truss only. AiiiiiiiiiiiHhN c Il-4x4 0 `�;".C., PN QFeSS/OV.+ a� c� �G Fic: y IJ-3810 I IA 1(' ►.,L ORB' e3 ✓G b 2 J. 8-00 } 7-09 y 0127 JO9H`� 1.06 15.09c'~. 7/Zft3 4.EXPIRES 613011 JOB NAME: LENNAR- 2701 MULBERRY E - AH1 Bale:0.3297 �r'W O+7"'It% WARNS100: GENERAL NOTES,unless otherwise noted: V 4P' 'r 0_/' L 1.Bolder and erection contractor should be adrbed of as General Nolo 1.Mb design b based ed./upon the panrnGn anon and bbl anbnOM&,I , J // Truss: AH1 and Warnings Went construction commences. Imlay component.AppuabPay M designPanmeten andMpe L 1 It: O S. compression web bracing mud be Installed vfion e*,0. IncosWfaaon of component b M responstty d M buicressk Globose,. r- . f i •¢ ].Add6onal nng.rary brxbg to Insure Winery duMgconsbu[tim ].0.- M bp and beam*dab be Wendy braced al i/11� DES. BY: W Is the nspontegyofM erector.Mdtlonalperrremrdbracigof 2'ecaudS501 cnsgee*neeeaaMudMrouyaNMkYY,��pNI,by ! weowraesbudun iMnsroGod bridging f uNespiyng respired where)sham no,00 xapB�}. /�. DATE: 7/2/2013 4.lb bad should be applied b my component M00n.r lsbiasig and a.ln,loIaaUooc000vsb Ow,n>ponbr0bbaly .o where M.iacbr. .;%1-:i f SEQ.: 5579801 Ntmnera an complete and at no lime should any bads pester don 5.Design 1000,00v003esare le be used ba namconadve environment. 24243 design bads be spelled es any someone. and ar b'dry sondnon'of use. +� • TRANS ID: 372404 6.CompuTmshas nocontrol ever and mum.nonesponstay00tM t degliass"*".1.sRg4d..PF.4.1..".ahbnervwdgee lb R�1$iER� fabricate,balling shipyard and intaea9on M component. 7.wYp�;assumes adequate drainage b provided 6.TOb desgn is furnished subject to M Inbalns eel 0006 by eished upon newest .Rates shah be boated en ben fans of Peso.and placed so MA Maar 7/Z//�SlONAL ,.: IIIIINIININIIIIIIIIIIIIIIINIIilII PATek U8�lnclCoa uTN Software X176.46P(1t.}E S.De&Indcate elm of Fon basic connector pulled designvbo00 site ESR 1]l1.ESR 1500 gdRep • 11111111 This design prepared from computer input by JP LUDBER SPECIFICATIONS 'TRUSS SPAN 8'- 0.0' IRC 2009 MAX 9119ER FORCES 488/00F/Cq=1.00 IC: 204 OF 8188TR LOAD DURATION INCREASE-1.15 1.2= 64 • BC: 204 OF 516919 SPACED 24.0.O.C. ) 94 2.4 1D)0 2.3=•159) 155 IC LATERAL SUPPORT 4=12'0C.NDN. LOADING BC LATERAL SUPPORT 4=12'0C.UON. LL(25.0)401( 7.0)0S TOP CHORD• 32.0 PSF BEARING VAX VERT MAX HOR2 B9G RESUIRED BRG AREA 91 ON BOTTOU CHORD• 10.0 PSF LOCATIONS REACTIONS REACTIONS SI2E SO.IN. (SPECIES) OVERHANGS: 18.0' 0.0' TOTAL LOAD• 42.0 PSF 0'• 0.0' -90/ 561V -1391 OH 5.50' 0.90 OF(625) Connector plate prefix demi natore: 7'- 9.2' 0/ 177V 0/ OH 5.50' 0.28 OF 625) C,CO,CIS,CBIB(or no prefix)•CompuTrus, Inc Ll=25 PSF Ground Snow(Pg) 7'-10.9' -99/ 21W -139/ OH 1.50' 0.35 DF'625) M,M20H5,V1eH5,V16=Mitek VT aeries BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LIVE LOAD AT LOCATIONS)SPECIFIED BY IPC 2009. ;00110.2: Design checked for nett•5 esti uplift at 24'tie apas3nq.I THE BOTTOM CHORD DEAD LOAD IS A 019011511 OF 10 PSF. VERTICAL DEFLECTION LIMITS:LL=L/240,TL=l/150 7-10.15 11AX LL DEFL=•0.011'@ -1'- 6.0' Alloyed= 0.150' T .f RAX 7L DEFL=•0.013'0 -1'- 6.0' Alloyed= 0.200' VAX TC PANEL LL DEFL= 0.315.8 4'- 5.2' Alloyed= 0.591' -y NAX TO PANEL Tl DEFL•-0.407'9 4'. 5.6' Alloyed. 0.087' SAX H0902.LL DEFL• 0,001'9 7'- 9.2' 7 VAX 10012. TL DEFL- 0.001'9 7'• 9.2' 12 This tress doss not include any time dependent 9.007 deformation far long taro loading(creep)in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. Design conform,to main windforce-resisting system and components and cladding criteria. Wind: 110 mph, h=25ft, TCOL=4,2,BCILa6.0,ASCE 7-05, t, Enclosed,Cat.2, Exp.B, MORS, a interior zone,load duration factor=1.6, an Truss intbe plane offth wloads truss only. oti O r 48-:=4,4 .RED PROP , U-2.504 �c'p,�G1NEF. Z • 1 t • IvOR'6N.1i G gm J- 1' Y 1-06 (?ROy10E FULL BEA1109:Jta:2.4.3I 8=00 �yG 26.E ,�O ��4.JO 7/2//, 7/2//3 EXPIRES 6/30/1 JOB NAME: LENNAR- 2701 MULBERRY E - AJ4 �p.301/ /� Scale:0.4904 a e j O I.9.ddOS: gFNFMLNOts ho edunlessonly open .4. I 31, 1.euN*raMer.rSon contractor Mould be advised of all general Nates I.This design bbasM add open Um,pawmeten sheen aMbfa an M�viduM fa `�jTruss: AJ4 end Wamegs before construction comnnta= euaanpa.roonea.Appaabary etd»4n parameters endpapeW xI.2s4 compression web Yschp mal by 6utaled nhere shorn.. bwpowaonofcempon.MblM terpmsiteTlyeflM 6WJna rbsbnet.a Add4e»I temporary Wenn le Insu.stably 4.oson nsul,* a.Wsgn»svascow bP andboawnsM,dabb hleway baceda I� DES. BY: MJ la me reswnsfoaty a be erector.Addtbnal ree.and at twee re.peeawN unless bread throughout aur length by '� / permanent continuous sheabNg such es pryneed sMaWng(f0)ander drynaxan. DATE: 7/2/2013 wewaaowerebtetro reroadaowanoesr.lhiner. Weal ' .. 4.lb had Mesad he appendbeny component.np seer al bracing and 4.sateslon of boss the responsibly ant r spectire contractor. -24' SEQ.: 5579802 naeYmra m anµM*and atm,Pr should any loads greater ren 0.Malan assumeaw a b be uaeb•no.arusYe ealmnawL 24243 design bads he speed b»component_ eMa�n four condition-of s. i�O/'A l51t169, TRANS ID: 372404 y„ndma.Deaq .Mbeadrgtungpedaeb."VN."". •hVNf e.CompuT Nano control and menses YaporYbEy brill dgsg NN1pp1p,, EEnBp11���p1�1 IBguDn''' fIq�'III tabdsabon,hand&ng.sbpnnoeniutebgenelcmponents. T.peslannecessaiwasadequate&snag*IspresWW. I(I 11 IIN IIa1IIIIIIIIII 1/10/161)11 III 6.This designbb bhaa Wo*etAc te&Nations at but by e.Plates shalt be located on both fees of buss,end placed so bob anter 7/i+Ia- .S/ONAL tPWyreAb*CSL copes axttich urs be furnished upon request. dna coincide uehjoba abler Gus. // MiTek USA Ina/C o.obs Indicate WU,of obtain to Inches. alnpuTnn Software 7.6.4.4P5(1L}E 10,For basiccopecbr eteted.sbn Valuta s»E5R-1211,E5R.1966 p4rreld • , l IHMI This design prepared from computer input by JP LONER SPECIFICATIONS TRUSS SPAN 20'- 4,5' IRC 2009 VAX DENSER FORCES 48A(G0F/C•1.00 TC: 254 DF#18808 LOAD DURATION INCREASE=1.15 1-2=( -59) 94 2-7=(-397)842 3-7=(-265) 199 BC: 254 OF @18819 SPACED 24.0'0.C. 2-3=(-1119)575 7.6=-420)830 7-4=(-100)562 i HEOS:204 OF STAID 3.4=)-841)361 7.5=(-271)226 j LOADING 4-5= -840)384 TC LATERAL SUPPORT c=12'06.UON. 1.14 25.0)401( 7.0)011 TOP CHORD= 32.0 PSF 5-6=(-1111)587 BC LATERAL SUPPORT c=12'OC.UOV. 01. ON 80TT09 CHORD. 10.0 PSF TOTAL LOAD= 42.0 PSP OVERHANGS: 18.0' 0.0' BEARING VAX VERT UN HORT BRG REQUIRED BAG AREA Ll=25 PSF Ground Snow(Pg) LOCATIONS REACTIONS REACTIONS SIZE $0.IN. (SPECIES) Connector plata prefix designators: 0'- 0.0' -156/ 1038V -173/ 173H 5.50' 1.66 OF(625) C,CN,CI8,CN16(or no prefix=Coeputras, Inc LIVITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 20'- 4.5' -116/ 855V -173/ 173H 5.50' 1.37 DF(625) U,820HS,V18HS,816=UlTek UT series REQUIREVENTS OF IBC 2009 AND IRC 2009 NT BEING HET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP ICOND.2:Oesion checked for heti-5 osfl uplift at 24'Os spacina.I AH)80TT00 CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIVITS:LL=L7240,TL=1/180 VAX LL DEFT=-0.011'@ -1'- 6.0' Allowed• 0.150' VAX IL DEFL=-0.013'@ -1'- 6.0' Allowed= 0.200' VAX LL OEFL= 0.028'@ IO'- 3.0' Allowed• 0.973' 10-031 10-01-08 ( 0AX TL DEFL=-0.042'@ 10'- 3.0' Allowed= 1.297' 5.03-154.11.01 4.11-01 5-02-07 UAX HORIZ.LL DEFL=-0.015'@ 19'- 11.0' I , T YAX HORIZ. TL DEFL= 0.021.0 19'-11.0' 12 12 This truss does not include any time dependent 8.00 lin-4X4 8 deformation for long term loading(creep) in the total load deflection. The building daslgner 4.0' 4 ,h. shall verity that this parsmeter fits with the - intended use of this component. Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 110 mph,h=2511,TC01=4.2,8COL=6.0,ASCE 7-05, Enclosed,Cat.2 Exp.B, URNS, interior zone,load duration factor•1.6, 0-1.504 11 „II-1.5x4 Truss designed for wind loads in the plane of the trues only. c43:1 P ROPkzs, :..•. * 11 NI' ii.' illiPui -L.-7 12: tv <r., . 4ri 8 8-2.5x4 U-3x8 U-3x5(5) 11-3x66 c k.tk/t t"s ) O J• 1. 1 •' KORO•sq' 2/l3 10-03 10-01-08 l l l o-1u, J011N .• 5g- = 14-00 6-04-08 i ; 1. 1-06 20-04-08 WEDGE REQUIRED AT HEEL(S). EXPIRES 6/30115 JOB NAME: LENNAR- 2701 MULBERRY E - B1 �Pw0NN�/� Scale: 0.2734 ' r�t O xI.5o e45: °.NERAL NOTES,unless•ham..ruled: ��]�• ,,A 1.Budder and end/an contractor shoal a advised of all General norm 1.Ibis designisased only upon the parameters shown and b for en Individual • IP t T �' Truss: B1 and Waning,afore construction commerce. buld•o conwenensAppecauvy a designwramelers w rop • r/, ,{'CC+ O 22,4 cerremssbnw.b bring must be instated where shown.. Incorynraeor,of component.the responebdy of the buffing*signer. '(Ab Bpi o -� 3.Addl.milemparary yarirybnsma Wbeay duMgconetrucllen 2.Dmtoesiums the Upend bottom cards.a Wuay braced al / I DES. BY: l.41 Uthe responses/Ay of the erector.Mdlionat permanent bruin°of 2'ec end el e0'ersslo 0y unless braced 0Kugbwd their kVA byson DATE: 7/2/2019 Omoverallseuwreismorespornaxyofwnadwsdes 2ob*0na•ridginnac.mabpywgedabma�rshow«dryAeatmcl. �:;:.. ban. 4.2,.pa1wpng er rflspvn&idy 0n.d wausawn.a l ffe.adshould corn late ad at nyno li yemndoat.,p b.alter•aMcneand 5.InsSeOgnass Wbussbes are.he 0004 wnsps005 contractor. ` ...-(.44.:,4l" SEQ. 5579804 .a.n..,.compx.amarwommehaadany.ee.°rm.rwn p.o.rbnassnmsa..=.•.anedn.nan<.neaw.anAanm.m 4243 *stoloads a.pored U any PemWmN. and are for'My coMi.rf of use. TRANS ID: 372404 e.umpeTnts asnocentra over and assumes no responsibly kr the 4-Dm„em.ms be aaM°at 5.6,99ad=ahm.n.aNmorywdee d . Q�/5 ��11/• �`(s['y6- fb4cobonhandrmo.shpnnnt and huraeaton ofrenponente. 7.Designmssysum,adequate drainage Is provided. -• S! .` II N11111111111 I''I �qmqIII 8.TMsdrebnhamtrhaesWJM.meFmitlbns«lronhby e.ns.ssbaalocated anaemisoesolevss.and plsredsom.bnr9er �IZI ONA4E_ IIIIIHI �AIII VIIIII'llIOIIII IIII TP1WTCA In SCSI.copies ohntivn MI be RAITek USA,RwAC°npabus Solbrare7.6.d4Sp5(7L}Ed upon ss lInes colocIdereth Joint center in.. aforrA oom1:505.fluke.meloin y. s mem ESR-1311.ESIWN9 pdTaq i 1 IIIIIIIAII This design prepared from computer input by JP LOOSER SPECIFICATIONS TRUSS SPAN 20'• 6.0' TOC 2009 NAX VE1BEO FORCES 450IGOF/C 1 00 IC: 204 OF @15819 LOAD DURATION SUCREAXE=1.15 .' DC: 2x4 OF 8)0919 SPACED 24.0'O.C. t•2=� -59) 94 2.8=(•390)848 3.0=(•281) 199 WEBS:2x4 OF STAND 2.3=.1127)-949 566 S-6=(-390)848 8-4=(-83)572 IC LATERAL SUPPORT s= LOADING 3-5= -849)352 8.5=(-284) 199 BC LATERAL SUPPORT 4.12'0C.UON. LL(25.0)001( 7.0)ON TOP CHORD= 32.0 PSF 5-5.(-lg7)596 12.0C.UON. DL ON BOTTOU CHORD= 10.0 PSF S.7=( -59) 94 OVERHANGS: 18.0' 18.0' TOTAL LOAD= 42.0 PST LL=25 PSF Ground Snow(PO) BEARING VAX VERT PAX HORZ 8RG 980010E0 8RG AREA Connector plate prefix designators: LOCATIONS REACTION REACTIONS SIZE 50.111. (SPECIES) C,CII,C18,E1118 for no prefix)=Canpulrus, Inc LIUITEO STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -154/ 1032V -173/ 173H 5.50' 1.65 OF(625) P,U20HS,N18US,U16=DiTek UT series 980510EVE910 OF 18C 2009 ANO IRC 2009 NOT BEING YET. 20'• 6.0' -1S4/ 10320 -173/ 1739 5.50' 1.65 OF(625) SOH N CHORD CHECKED FOR tOPSF LIVE LOAD.TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. GOND.2:Design checked for net(•5 oaf)uplift at 24'oc anaclnp.1 VERTICAL DEFLECTION LIVITS:LL=Lf240,T1=1/180 VAX Ll DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' VAX TL DEFL=•0.013.6 -1'- 6.0' Allowed= 0.200' 10-03 10-03 MAX LL DEFL= 0.028'@ 10'. 3.0' Allowed= 0.979' ./ VAX IL DEFL=•0.043'@ 10'- 3.0' Allowed= 1.306' 5-03-15 4-11-01 4.11-01 1 5-03-15 MAX LL DEFL•-0.011'@ 22'- 0.0' Allowed= 0.150' f YAx IL DEFL=-0.013'@ 22'• 0.0' Allowed= 0.200' 12 IIJJ-4x4 12 VAX 1DRIZ.LL DEFL=-0.024'@ 20'- 0.5' 8.00 V Q 8.00 MAY xoR12.TL DEFL= 0.021'@ 20'- 0.5' 4 4.0' This truss does not include an ties dependent ( detonation for long ten loading(creep) in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. Design conform to main windforee-resisting system and eoeponents and cladding criteria. 8.1.5x4 (1.1.5x4 Wind:110 mph, h=25ft,TCDL=4.2,600.6.0,ASCE 7.05, Enclosed,Cat.2 Exp.B, NRFRS, interior zone, load duration factor=1,6, Truss designed for wind loads in the plana of the trams only. S / n �Rtip PROFFss o~� "77 wr o �� taG1Ne ��y o w , o '// 8-2.5x4 U•3x8 8-3x6 s o ' 1 f� O 8-2.5x4 j1� m /' i ; OR@@N� 10-03 10-03 O vG4Y °' _' 1, 26 O 14-00 6-06 / 9.'04.J0HNS l 17/Z//3 1-06 20-06 , 1.06 EXPIRES 6/30115 JOB NAME: LENNAR- 2701 MULBERRY E - B2 Eagle: 0.2727 �p• ONry,/, . WAR)arlos: GENERAL 0076.3,nabs,atomise noted: u.:11 A OO� 1.Outdo and*maim contract»should be advised a al Ganem Nato, I.This design b based mdy,pnthe pa notelets shorn and is ter anald,MvC ; / Truss: B2 endWamags Wm carebuclnn wmrences bating cempanent.ADpscalasry aOWLn wnn.ten endpwp» ,e Z a.a4 compression awb bacbg melba betabd Wm*afnnn4 a»npeneen a...Po 'b the mannea:ay a the WV.,designer. - aa./f a.Aahorul ternporary M<agb 6......".......t.".. 2.Deeynassumes the bD»M When<bdebbhbMy braced • /)yes, DES. BY: MJ it the nepenuwayaee e»cbe.Aadmnal pemraneabeano el 2e.a.em*Magasuch es.nyuaeaeenawt,n,groatek Ynny*tho-y �' / Me continuantmeidgb9 t achespynvoanrhed*ht..Ott,"•. al(hC). �,_x' DATE: 7/2/2013 nebadsho structure elthehordingaaub 4.ab.DaabnIag«Web,apcoetny theteseeetbaemb 4.h...,.www beeppbdbamanlpon..,ae,asaa.,hcna 4.aawbmnal Inas IsmesIma .teto be din»eeep=tlia.egnbamt .i2 ._::,:: ` SEQ.: 5579805 rawer.n,ncmpl.bane.Ir»lan.eneuw.nyb,ag».b.wn s.Melon.s:wn.stew.e*.mba»aln.rwn-a»»w..m:nnm.M. A. 2A.2.a�3p *Wan baa te appaed b amaompaned. and en teary eend6an'a use. 0, TTIFs-� TRANS ID: 372404 s.Germans benorontrolever and assumes n s.w.4....n."1. t e s. no be the snag„eappgnasnosda alym»e»ea•t 9.' Iebbaan.haMfmg.Wooled and bnbban aoonp»l.*s. 7.Creston assumes dr.bagab eva:I (o 4.1Pwa signecsooalb"as agt In the.nabmasetforth., 4 a e°t»:es*ha'wid.bated on botu,ees ofb�.am pt»ed so t»a ceder ��Z��,. SfONAL _ 110111011111111111111 VIII IIIIIIII ADTek USA,MclConpuT.en Soerarl7.6.4.ops(I}E H.O.Fot Neshuwate Are gabatInch.. se*Een,301.E6R.,50a pure,) 3 I'IryDI1I11 This design prepared from computer input by U JP LUMBER SPECIFICATIONS 20.06-00 HIP SETBACK 8.00.00 FROM ENO WALL IRC 2009 SAX SEUBER FORCES 41R!GSFICq=1.00 IC: 204 OF#10818; LOAD DURATION INCREASE=1.15(Non-Rep) 1.2=( 59) 94 2.9=(-454)2188 3-94•161)155 204 OF 2400F 72 2-3=08191 602 9.10•(-450)2214 8-4=( 0)426 ' BC: 204 OF fIBBTR LOADING 3-4=1.2702)546 10-7=(•452)2191 9-5=( -66) 77 BIBS:2x4 DF STAID LL=25 POE Ground Snow• Pg) 4.5=(-2221)446 5-10=) 0)420 TC UUIF LL( 50,0)RDL( 14.0)= 84.0 PLF 0'- 0.0'TO 8'• 0.0'V 5-6=(-2705)544 10.6=(-159)154 IC LATERAL SUPPORT c=12'0C,UO11. TC UNIF LL( 125.0)+OL( 35.0)= 160.0 PLF 8'- 0.0'TO 12'- 6,0'V 6-7=(.2823)599 BC LATERAL SUPPORT 1.12'0G.DON. TC USIF LL( 50.0)00L( 14.0). 84.0 PLF 12'- 8.0'70 20'- 6.0'V 7-8=1 -591 94 BC UUIF LL( 0.0)+OL( 50.0)- 50.0 PLF 0'• 0.0'70 20'- 6.0'V NOTE:214 BRACING AT 24'0C=UOIL FOR== IC GONG LL 468.7)+0l( 130.7)- 597.3 LBS @ 0'- 0.0' BEARING VAX VERT VAX HORZ BRG REQUIRED BOG AREA ALL FLAT TOP CHORD AREAS NOT SHEATHED IC COAG IL) 466.7)+DL( 130.7)- 597.3 LBS @ 12'- 6.0' LOCATIONS REACTIONS REACTIONS SIZE 30.1N. (SPECIES) __________.==.......==__==.....===a.. 0'- 0.0' •341/ 21539 -135/ 135H 5.50' 3.44 OF 625) LISITEO STORAGE DOES NOT APPLY SUE TO THE SPATIAL 20'- 8.0' -341! 21539 •135/ 1358 5.50' 3.44 OF 625) OVERHAISS: 18.0' 18.0• REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING JET. Connector plate prefix designators: BOTTOV CHORD CHECKED FOR 10P5F LIVE LOAD.TOP #COON.2:0111811 checked for net(-5 paLl-VBiift at 24'ac taddloJ C,CN C19,C1118(or no prefix) =Compalrua, Inc ANO 901T00 CHORD LIVE LOADS ACT HO9-CONCURRENTLY. VERTICAL DEFLECTION LI01T3:LL=11240,TL=L/180 8,02000,618H0,116=uitek UT aeries MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' VAX TL DEFL=-0.013'0 -1'- 8.0' Allowed= 0.200' VAX LL OEFL=-0.093'@ 12'- 6.0' Allowed= 0.979' MAX TL DEFL--0.141'0 12'- 6.0' Alloyed- 1.306' MAX LL DEFL=-0.011'0 22'. 0.0' Allowed= 0.150' VAX IL DEFL--0.013'i 22'. 0.0' Allowed= 0.200' 1 7.11-11 1' 4-06-10 7-11-11 f VAX 80912.LL DEFL. 0.034'H 20'- 0.5' 3-11-06 3-10 4-08-15 4-00-05 3-11-06 VAX NORi2.TL OEFL• 0.055'@ 20'• 0.5' 1 1 1 597.300 1597.306 1 1 This truss does not include any time dependent 12 ♦ V 12 deformation for long term loading(creep) in the U-5x6 U•608 total lead deflection. The building designer 8.00 p Q 8.00 shall verify that this parameter fits with the intended use of this component. e T'1 Deaipn conforms to main windforce•reaistinp system and 4omponenta and cladding criteria. Wind: 110 mob, h=25ft,TCOL=4.2,ICOL.6.0,ASCE 7-05, U-1.5x4 U-1.5x4 Enclosed,Cat.2,Exp.e, NIERS, inter/ ger Zone,Load durloon tactor=1.8, Truss designed for wind loads in the plana of the truss only. 7 0 4� PROF$s� ;GNF 's/Upot taw ► on © cog4- 'e, y 8 ID 7 U-3x8 U-318 U-2.5x4 U-3x8 c /1 I - U-306(8) ' J 1, 1 l „OR e• me 7-07-10 5-04-08 7-05-14 p G��.26 rbc J 14-00 J. 6-06 J �G��A. O'1N' y /. 1 J. J 7/2//3 • 1-06 20-06 1-06 EXPIRES 6!30/15 JOB NAME: LENNAR- 2701 MULBERRY E - BH1 f�P � NN Scale: 0.2727 y 12.1 :.1!.. . PI001nf1OS: GENERAL NOTES,unless carom*.noted: R. *�Tmt�'T ./ 1.Baader and erection contractor should be advised of al general Notes 1.This design b based only upon the parameters shover and Is branldhldual t•R�a~�` A •�" Truss: BH1 and Warnings bora construction oonoranaa. bring component.Appacaenar of design parametwn and propps. 1 t O 2.244 compassion ashbracigmust bbstee.dwhew shewne. Incorponaonofcomeorbntbtletavena.),dd.b5dngdeslgnrar. 'V lt. 'Z a.A....,lempwary bracipb in....4 dwbgamtr. .,, 2.Design assumes.by and betlwn chards b he blase,'braced et DES. BY: MJ blew aapona f Me eteder.Mdtiemai pamwant bracing d 2'c.c.and et l0ecraap.cev.ty unless booed throughout their length by N.overall atrudvn lathe napopi€tyd Na biding designer. 1 20 0-p.a ct bridging 051,eg ouches ptrynod gAi.NngtIC)end or dryaae(BC). ,.+ DATE: 7/2/2013 4.No bad should bean s4to.Mcomponentnalagessebasigand 4.Nllm fw�ra.,asp snagtyacing gt.�l trom sheen•ot., dri_1s; SEQ.: 5579806 fasteners arecomplete.Netnoumeaheuaany loads grwabruun 5.Marone asum.sewesare ab.used inanonwrrosiveenvbonmed, + 24243 design bads be applied b wry component. and are for'day condition'of use. ,,�T /,�Qa- TRANSID: 372404 s.CempuTnua near»control*...end assumes not responsibly ler Mt t ..1/2n um.."bump ef.1..1111sh.. gfdnorwMgem ' Q �tUISIV.t-v_�� Iab:agon.honoree.e1Aptbnt and WbOagon d components. 7.Design asswms adequate drainage 1 provided. .370 �^^Vjl1•"- e.This design b furnished subject to..tenons set forth by a.Plebs shag be leated.bel fans abuse,and placed so their carder -S/�//� r (II�IIII�NMIIII��I NIII�IIEM TPVWTCA b SCSI,copies dnlich e/a be furnished upon request a =ah=idesefrjoM center Fees. J !/ - II(' lu1 INI' e.Dgh Indust*she del b inches. ASTek USA,IneJConcann Software 7.6.4-SP5(1L}E sO.For bsk connector piste deep sub Een-1311.wen-isms MT.h) Il py NIII1IINII This design prepared from computer input by JP LUUBER SPECIFICATI00S TRUSS SPAM 20'- 6.0' IRC 2009 VAX BERBER FORCES 42R/E0F/C41 00 TC: 204 OF 9188TR LOAD 00801I0H INCREASE=1.15 1.2= •59) 94 2.11=(-440 876 3-11=(.155) 102 BC: 204 OF 118910 SPACED 24.0'0.C. 2-3=1.1159) 632 11.12-(-373)754 11-4 - 0 263 WEBS24 OF STAND 3-4• -976)487 12.9-(•439)677 11.7=) -66) 104 LOADING 4-S- 260 TC LATERAL SUPPORT 4.12'OC.VON. LL)25.0)+01( 7.0)ON TOP CHORD= 32.0 PSI 4.7=()-756) 371 12.18•(-153) 101 BC LATERAL SUPPORT 4=12.00.UON. OL 011 BOTTOU CHORD• 10.0 PSF 6-7.) 0) 0 ......--=====.......= TOTAL LOAD a 42.0 PSF 7-8. -981) 487 8-9=-1160) 631 MOTE:204 BRACING AT 24'OC T FOR LL•25 PSF Ground Snow(Pg) 9.10=} -59) 94 ALL FLAT TOP CHORD AREAE OOT SHEATHED .............:_.......====ea....._..= LIVITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REOUIREUENTS OF IBC 2009 AND IRC 2009 NOT BE050 VET. BEARING VAX VERT VAX HORS ERG REDUIREO IRS AREA OVERHANGS:: 18.0' 18.0' LOCATIONS REACTIONS REACTIONS SIZE 50.10. (SPECIES) Connector late prefix designators: BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD.TOP 0'- 0.0' -217/ 1032V -182/ 95H 5.50' 1.65 OF 625) C,CE cto,Cpl8 plate no prefix)=ors: ru;, Inc AND 9OTTOB CHORD LIVE LOADS ACT VON-COIICURREIITLY. 20'- 6.0' -217/ 10320 -182/ 9511 5.50' 1.65 OF(625) , B,V2UHS,UIBHS,U16=91T6K VT series 0.06.10 1-f ICOOD.2:Design checked tar not1-5 osfl uplift at 24'es soloing.' 9-11.11 0.06-10 9.11-11 VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/160 1' 1' .1 •1 VAX LL DEFL=-0.011'@ -I'- 6.0' Allowed= 0.150' 3.11.06 3-10 2.02-05 2-02-05 3.10 3-11-06 MAX TL DEFL=-0.013'@ -1'- 6.0' Allowed= 0.200' f T .f / ' { MAX IL DEFL= 0.044'9 12'. 6.0' Allowed= 0.979' VAX TL DEFL••0.050'@ 12'- 6.0' Allowed= 1.306' MAX LL DEFL=-0.011'@ 22'- 0.0' Allowed= 0.150' 8-00 f ' 8-00 OAT IL DEFL•-0.003'@ 22'. 0.0' Allowed• 0.200' 12 S e 12 VAX BIZ.IL DEFL= 0.021'@ 20'- 0.5' 8.90 p Q 6.00 U-456 �`,, U•6X6 This truss does not include any tine dependent deformation for long term loading(creep)le the �. �� total load deflection. The building designer `; shall verify that this parameter fits with the intended use of this component. Duign:::torn;to main windforce•resisting ayetem and coeppnenis and cladding Aritaria, U-1.524 U-1.5X4 Wind:110 mph, h-20ft, TCOL-4.2,9COL.6.0,ASCE 7-05, Enclosed,Cat.2 Exp.B, USERS, Truss de zone,lore durwind load tactor=1.6, ...411111111,1111N Truce or zone,for wind liana in the plane of the truss only. S _ S 0,9 ��ik>Gp PROFF i o11 12 Inialc �� *G1N�R. Q U•2.5x4 U-3x8 U-2.5x4 U-2,5x4 • o a ) 'R U-3x616) 1/''�,,a l 1, 1, y �ORa• co 7-07-10 5.04-08 7.05.14 0,9 G�Y26.N4b '= l 14-00 6-06 IL, As JO�N� k 1 J J 7/Z/l3 1-06 20_06 1-06 EXPIRES 613011 JOB NAME: LENNAR- 2701 MULBERRY E - BH2 9p.JoHA,1/, Scale: 0.2727 4 �W .y O. WARISNOS: GENERAL NOTES.,,lessea.m8.noted: e s A� 1.Sueder and owe.contractor shou0 be advised alai General Nobs I.This design is based ante upon a.parameters shown and le les en Fdiw,.l Truss: BH2 and Warnings before cansvureen commences. balding compeer.AppecODy eldest.p.mm.n end paper / l 0� 2244 compressbn web bask.must be Fob..when sane a. Inoporaten el comma.b M respensbasy aM bun.,destaner. b/ ; 3.Add&wnl temporary bed.b Insure ebb*dost unsaved. 2Wf6p,euumesMbpaM beam cba,dabd Woolly bawds '� I�7 DES' BY: �.0 bete responsb�ofbe pacer.Addibnalpmmnne bracing ed Zoe end et fo eswspecevely unless brsWanugaM Mb Wpm by / DATE: 7/2/2013 a.antaeabuctur.baenapenangayo/MIwM de 'HnOnussheath"o,btaespyoodm.amkgctCt;,.,no eleC). u. stray. 12s Invest baghp btmal backgny0.d where sheen 0 r-.. 4.Hoban fn. be spoked,.any component nyner alba.,and 4.Wbdeen of buss b M respon0RHy elle napes. eW. ,-t 17:_:;•" -. SEQ.: 5579807 belm.seesemPleteend alnolime should any leads emaarwn a aaalassumes busses ar.lebebwAIn•,nnwrasNeemxonment. qy 24w2s4c3O�� dempares as nospaded conte mycompawN. Man ler''.."candler?bel w.. 4, �4b1.Teb•`0 TRANS ID: 372404 s.Compares no control w.r.M,swpwswrs.paweuybrM w otormmrfm.,nn asst et,lsepp.m.awe.ahueor a.aoew and Imblafen of S. s. Medesign Furnisheddssal*.n bMHWatbn.w.t rbbya 7.W�ASIbebWadenbdrainage oth al a�eprovided., nd plated so Mb area, - TONAL *MAMA In 7/1/1III F IIIIIANAIIII I111IINII cbeesffnoa O.fl Indicate she el pat.In gInches.hITekUS o./CplpuTno$ofwune7.6.4-$p5(1L)-E e0. basamederphbdesin=alms see 000.na11,ESR1sae Ohre.) 111E111 This design prepared from computer input by JP LUUBER SPECIFICATIONS 20.04.08 MONO HIP SETBACK 3-00-00 FR00 END WALL INC 2009 UAX BEUBER FORCES 4HR/G0F/Cq=1.00 IC: 204 OF PISBTR LOAD DURATION INCREASE=1.15(Non-Rep) 1.2.-21851 656 I.0= .500)1675 2.9= •289)1117 BC: 206 OF SS 2-3.(•1551) 548 9.10=f-1247)3335 9.3=(•1644) 776 WEBS:204 OF STAND LOADI1M 3-4=(-4099) 1379 10.11=(-1401)4090 3-10=)-145) 848 LL•25 PSE Ground Snow(Pg) 4-5.(-1558) 602 II.7=(-550)1333 10-4=( -77) 212 IC LATERAL SUPPORT 4=12'OC,JON. TC UIIIF LL( 50.0)+01( 14.0)= 64.0 PLF 0.- 0.0'TO 3'- 6.0'V 5.6=(-1549) 595 4-11=(-3093) 1032 BC LATERAL SUPPORT 4.t2'0C.VON. TO UOIF LL( 62.5)101( 17.5)= 80.0 PLF 3'- 0.0'TO 20'. 4.5'V 6-7.(-1736) 747 11-5•(-388) 1362 BC UNIF LL( 0.0)401( 25.0)= 25.0 PLF 0'• 0.0'TO 20'- 4.5'V 7-8= -59) 94 11.6=(•160) 130 NOTE: == 204 BRACING AT 24'0C UON.FOR TC COW Ll( 50.0)101( 14.0)= 64.0 LBS 0 3'• 0.0' ALL FLAT TOP CHORD AREAS NOT SHEATHED ADDL:IC CONC LL+01= 423.0 LBS 0 7'- 4.5' BEARING SAX VERT UAX HORZ MRD REQUIRED BRM MEA •_____ata........==ease.............. LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) LIUITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' •418/ 13445 -120/ )15H 4.00' 2.15 OF(625) OVERHANGS: 0.0' 18.0' REOUIREUENTS OF IBC 2009 AND IOC 2009 NOT BEING NET. 20'- 4.5' -532/ 14180 -120/ 115H 5.50' 2.27 OF 625) Connector plate prefix designators: 801706 CHORD CHECKED FOR 1OPSF LIVE LOAD.TOP )GOND.2:Design checked for volt•5 gsTl vQl ift at 24•Oc spaeinq.l C,CN,C18,C1118(or no prefix)=CunpuTrus, Inc ACID BOTTOV CHORD LIVE LOADS ACT 11011-CONCURRENTLY. U,U20HS,U)BHS,616•BiTek IT series VERTICAL DEFLECTION LIMITS:11.1/240,TL•L/180 VAX LL DEFL• 0.147'@ 0'-10.2' Allowed• 0.979' VAX Tl CREEP DEFL=-0.380'@ 9'-10.2' Allowed• 1.306' UAX LL DEFL•-0.011.0 21'-10.5' Allowed= 0.150' MAX 11 DEFL=.0.013'@ 21'.10.5' Allowed• 0.200' VAX HORIZ.Ll OEFI=.0.024'0 19'-11.0' i 2-10-03 7-00 1 4.00.05 _ 6-06 _ MAX HORI2.Tl DEFL= 0.040'@ 19'-11.0' 1 2-10-03 3.03-01 3-08-15 4-00-05 2-11-15 3.06.01 Dysdtga aond f:oa;nto ntaa ianwindadceg rcsiteiig. 1 4640 ( / i Ii 12 12 12 wind: 110 RpA,5=2510,7f0L=4.2,8CO1=6.0,ASCE 7-05, 8.00 V 5.00 F7. 0-4x6 .C.:15.00 Enclosed,Cat.2 Exp.B, USERS, interior zone,load duration factor•1.6, 5 4.0' Truss designed for wind loads in the plane of the truss only, +LATERALLY BRACE TO ROOF OIAPHRACIU 4 2X4 WEB BRACE REWIRED. B-1.5X4 0-406 0•308 11.6X8 , L3 r. 1� tip PROPe oft MA r-1'1 ei 'Io (��'k�G(N�lc /O7 1 - 9 10 11 I� 8-3x6 II.3x8 14.3x4 V-Sx6(S) p-5x12 =0.4x4 �,�/i�,.l ) 1 4 1 ) V423N 1 * 1 • OR 6N w 2-07-14 6-10-13 4-03-13 6.06 p VG!y 1°$ :.. 26.y 12-00 / 8-04-089G�DA JO����y y /2/!9 20-04-08 1-06 - EXPIRES 6/3011 JOB NAME: LENNAR- 2701 MULBERRY E - CH1 Scale:0,301, �10�bW ��,o, WARNINGS: GENERAL NOTES,oNns otherwise noted: ,,A I.SIAM end erection contractor should be advised slat General Notes 1.Mb design based arty upon the parameters saw,and IsaacenbMMcel ; i{1 7'' Truss' CH1 and WbnNge Mors amtmceon commands. buadsw component AppaeabSly al balan par+motere and Prop ` ' O ' 2_his tompsssten web bating math Installed nears sham e. Narporabn Msonpon.9b Ma asp ss el Me butane designer. , t x r 3AddleNllenX+arary bracbwb Mgrs Nabdey dabGcmaNcan 2.Design maws Ma by and Mlandadste beWeaey braced DES. BY: MJ bu0,.. ruaeaw,.Mseonalp.moaabaanoa reaand at10,e.aspecrabaaefsbaadu=aGhouttab lerwmby Me coalMame b Me at balding designer. 3.2s knead sheathing sect.as 5radiynlMw ..shon0•0 er Nit. DATE: 7/2/2013t7,.;,, 4.No load should MeppMo b anyarremant un1 ear a bradng and 4.Installation a b apacn buss the refpenablay et the av.sander. SEQ.: 5579809 raaeneaaaawam nolandanoUrewdanybemaaa bedsore.,Nun 5.Design assumes busses mete aused lnaronsonosnaamanmanL 24243 _ design bads be applied b any convened. end tertarldwon sea. sP .� TRANS ID: 372404 6 Camp,Trus w ne anus over and memos no aspoabaq tet 6a 6 w:yn 6.....rseaarbgaasuppa"'"'"Sh'nnorvad6e[ O/x 4b1SiER rabdaaen,among..teen,.and MNLeon et cmp0nenb. 7.Design assumes edam.dminage bpo'Idal /ONALc 6.This design b bntsbed subject tote Softballs al bM by S.ebbs she.Waled both hasp tans.and placed's Mak oder ���J1 IVII�IIVI iI�IIIIIIIf IIIIILIIILII TRY/rCANBCA1.copLsawhkhxGMNNMedupsfeq request. Wsaasa*at/eInt / ,N1 inmlNRl I� V g.09da Ndcaa shed plate In inches. Welt USA,McJCompuTna Software+7.11.5(11).E 10.For bask connecter plate datynveoes see E5R-1311.ESR-1688 ONTO) 1111111 This design prepared from computer input by LUMBER SPECIFICATIONS TRUSS SPAN 20'. 4.5' TIC 2009 MAX ME6BE6 FORCES 465/G0F/Cq=1.00 IC: 214 OF @10076 LOAD DURATION INCREASE=1.15 1.2=)-1304)489 1-10=(-368) 1011 10.2=)-116)587 BC: 2x4 DF 810816 SPACED 24.0.O.C. 2.3= 0) 0 10.11=(-748) 1929 10-4=(.1027)422 WEBS:214 OF STAND 2.4=(-1011)360 11-124-781)2347 4.11•( .23)447 IC LATERAL SUPPORT<= LOADING 4-5=-2330)767 12-8•(•297) 877 11.5s(•108) 67 12'OC.UON. LL(25.0)10L( 7.0)ON TOP CHORD• 32.0 PSF 5-6=1.1025)357 5.12=(-1687)570 BC LATERAL SUPPORT t=12'0C.IRM. DL ON 9011011 CHORD= 10.0 PSF 6-7=(-1021)350 12.6=(-186)842 _ TOTAL LOAD= 42.0 PSF 7-8=(-1167)445 12-7=( .143) 80 NOTE:2x4 BRACING=AT=24'0C UON.=FOR== LI=25 PSF Ground Snow(P5) 6-8•( .59) 04 ALL FLAT TOP CHORD AREAS NOT SHEATHED _____ __________= LIMITED STORAGE DOES 1)0T APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX 8002 ROG REQUIRED ERG AREA 60000 EUE1110 OF IBC 2009 AND IOC 2009 001 BEING NET. LOCATIONS REACTIONS REACTIONS SIZE 80.15. (SPECIES) OVERHANGS: 0.0' 18.0' 0'- 0.0' -187/ 8500 •163/ 117H 4.00' 1.36 OF(625) 001709 CHORD CHECKED FOR IOPSF LIVE LOAD.TOP 20'- 4.5' -168/ 10437 -163/ 11711 5.50' 1.67 OF 1625) s'For hanger specs. -See approved plans AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Connector plata prefix designators: !COND.2:Deaton checked for net(-5 Osf)moult et 24'oo spacing.' 0,011,018,0118(or no prefix)•Compulrus, Inc M,920HS,M18HS,M16=Mitek 9T series VERTICAL DEFLECTION LIOITS: LL•1/240,TL=L/180 UAX LL DEFL=•0.099'@ 9'-10.2' Allowed= 0.979' 4-10-03 5-00 4-00-05 6 08 MAX IL DEFL=•0.168'@ 9'-10.2' Allowed= 1.306' MAX LI DEFL=.0.011.0 21'-10.5' Alldnd= 0.150' '/ MAX IL DEFL=•0.013'@ 21'-10.5' Allowed a 0.200' 2.07-142.02-05 1 /.03-01 3-08-15 4-00-05 3-01-07 3-04.09 f RAX 60002.LL DEFL= 0.024'@ 19'- 11.0' 11AX H06I2.TI.DEFL= 0.040'9 19'.11.0' 2-10-08 This truss does not include any time dependent 4 -1 deformation for long term loading(creep) la the 12 12 12 total lead deflection. The building designer U-4x6 shall verify that this parameter/its with the 6.00 p 0.007 Q 8.00 intended use of this teaponent. 6 Design conforms to main windforce-resisting system and components and cladding criteria. • - 9 Wind: 110 mph, h=25ft,TCOL=4.2,8COL=6.0,ASCE 7.05, Enclosed, Cat.2 Exp.B, OURS, U-1.5X4 interior zone,load duration factor=1.6, 1!•4x6 in the plane ofthhtruss Truss desined tor wind oonly. =U-4x4 U-5x6 4 ae a A i; �cc- PROFF i wet )'S- ,B, (� Q. 1.. 10 11 I)t f2 .. o" ���`� GINFF 9.2.5X4::U-4x4 U-2.5X4 U-306(S) U•4x10 U-2.5x4 \8. C I R �/1 ,,a .- 4° - 2.07.14 j 6-10-13 4-03-13 6-06 y - GOR N 9�0 O �Y26.1 U 1 t2-oo y 8-04-D8 y -4% -:c- 12-00 N`� ) 1 b A.J011 7/2/t3 20-04-08 1-06 EY=FIRES /30f15 JOB NAME: LENNAR- 2701 MULBERRY E - CH2 Scale: 0.2078 :.3 61yA,1, WARNINGS: GENERAL NOTES,Pons.*Swaim Hobe: I.Guider Nat motion contractor should be advised of all Gamest Homs I.sum daalenis based only Won me warrants sbaa and N for an lndtMoal t� A �" Truss: CH2 and Wammaa baton sonmuclan«oanemea. balding component.ApparaWIty n design pnme*n oral papr� • / ` Q 2.b4 compressionallnn0sn4!racer ruin bridal shot.slain.. In lgn..snof component la lMnspansbiy ofma Ludenp assigner. Z I Aedaow*mperaybauxgmbuun estray ammptonwnmon 2.Desirrna«WusIM*paMaenemrMNsmba4laeey enaedn r0 Tt•s - DES. BY: 2/ Isunns6owoai.b neresmr.Adnonnprnnnenbadly of ronrcuouand sh:°aw:`n suchrhas�sywdmeaeengaG) W,.ghout W„ ath DATE: 7/2/2013 mooverasamba.bl*t«nycooyamntaadoyde:fear. 4.hPbpantonlmo«ntxnaaceg'puked atm shwas•• - 4.no mad should ba applied to any Snot should Wt altar&ablating and 4.O.Agosonnean isms nsporaedxy a en napre«canNems X243 SEQ.: 5579810 fasten.nare conploNand atnaem.should ybass pnwrwn S.Desgnassumesbassos anme•n>aemanon.«Pasnaemaomnn 24243 design loads bo tinged m any component. and aro lordly eondtmn-a us.. TRANS ID: 372404 S. onpuns°has notonhofwar and assumes noNaponsNayfor ON a anWf•swlaamgnaswpdsshonf.aNmoru draw '.'Fp1...7tiSIE¢ tahrkaenn.handing.Wpaanl aMFshaseon drawn*. 7.Destro,"sups a4epram*WNWtpoMed. • -CS' 111110111111111111111111111111111 a TAldanirrflammlanea se Wwhich Alb nmamm�sr by S.phos shalt to touted ocanter n bamfa«solSus,aM W«dwba actor 7/Z/• ar�ONAL TPLW1CAm OGSI. s,lnnlo hmOb NNma upon request Nmstolnclda pmh)a60.nSO.Ins. AfTlk USA,InP:IC S.Sigh mean*ante of plan m mrhes. i anpuTrus Software 7.6. 1 E to.For bask connector Wm doerve*o see ESR-1311-ESR-1596@ARato l • I { pp 11001111 This design prepared from computer input by 1 A JP LUMBER SPECIFICATIONS TRUSS SPAM 20'- 4,5' IOC 2009 OAT DENSER FORCES 485/G0FICq=1.00 IC: 2%4 DF 018811 LOAD DURATION INCREASE=1.15 1-2=(-1127 524 1-8=(-374)842 2.8=(-123) 149 BC: 2.4 OF 418810 SPACED 24.0.0.C. 2-3=( .953)357 0-9=(-245) 733 8.3=( 0)254 9985:2.4 OF STAND 3-41-737)252 9-8=(-320)638 8.4=4 -70) 72 LOADING 4-7 5= -955 343 4-8=( 0)251 IC LATERAL SUPPORT a=12'0C.UON. LL(25.0)001( ,0)ON TOP CHORD= 32.0 POE 5-6=1-1124`490 9-5=1.158) 85 BC LATERAL SUPPORT a=12'0C.1100. 01 ON BOTTOM CHORD= 10.0 PSF 6.7=( -59) 94 TOTAL LOAD= 42.0 PSF = = ROTE:2.4 BRACING AT 24'0C000.FOR LL=25 PSF Ground Snow(Pg) BEARING MAX VERT IIAX HOPI DRG REQUIRED SAG AREA ALL FLAT TOP CHORD AREAS NOT SHEATHED LOCATIONS REACTIONS REACTIONS SIZE SO.IN. SPECIES) - - __________ _____________________ LIMITED STORAGE ODES NOT APPLY DUE TO 1HE SPATIAL 0'- 0.0' -114/ 8491 -135/ 138H 5.50' 1.36 OF(625) REOUIREVENTS OF IBC 2009 ASO IRE 2009 NOT BEING NET. 20'- 3.0' -156/ 1045V •135/ 138H 5.50' 1.67 OF(625) OVERHANGS: 0.0' 18,0' ••For hanger specs. •See approved lana 801100 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP „ , •lift at 21'oc spacine.l P AND 00TT00 CHORD LIVE LOADS ACT NON-CONCURRENTLY, - • Connector plate prefix designators: VERTICAL DEFLECTION LI91TS: LL-L/240,11=11180 C,C11,018,0/18(or no prefix)=CompuTrus,Inc VAX LL DEFL--0.031'8 12'- 4.5' Allowed= 0.867' 0,1120X5,618105,0110=giTek YT aeries MAX TL DEFL=-0.047'@ 12'- 4.5' Allowed= 1.289' VAX LL DEFL=•0.015'@ 20'- 4.5' Allowed= 0,013' 7-10-03 4-06-10 7-11-11SAX IL DEFL=-0.016'V 20'- 4.5' Allowed= 0.017' ( MAX LL DEFL=-0.011'0 21'-10.5' Allowed= 0.150' 3-09.14 3-10 4-08-15 4-00-05 3-03-14 VAX TL DEFL=•0.013'0 21'-10.5' Allowed= 0.200' VAX HOR02.LL DEFL=-0.012.9 19'• 0.5' 12 12 . coo 11-4c6 11-688 Q 0.00 YA%HORIZ.TL OEFI= 0.010'0 19'- 8.5' 4 This truss does not include any time dependent Oa 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. N Design conforms to main windforce-restating system and components and cladding criteria. 6-1.514 6-1.524 Wind:110 mph,h=25ft,TCDL=4.2,1CDL-6.0,ASCE 7.05, Enclosed,Cst.2 Exp.B, MFRS, ' interior zone,load duration factor=1.8, Trues designed for wind loads in the plane of the truss only. c. % A 11 O. o- ric sea voPROp, a 4 ''4.),S,U-3X6 U-308 U-306(S) 88.2.504 11-3x811 �g etN4. 2 Lt/ 7-06-02 5-04-08 7-05-14 / e / / / OR6' ID 9-10-08 10-06 VG21'26.1D'� O= l 20-03 o-01-08 9ibA.JOHN~ y J. y �/2�13 20-04-08 WEDGE REWIRED AT HEEL(S). 1-06 EXPIRES 6/30/1 JOB NAME: LENNAR- 2701 MULBERRY E - CH3 �P w0.04; Scale: 0,2970 )� Y/ARI0NOs: GENERAL NOTES.onbs otherwise noted: � "' l a. I.Baader and erection contractor shoed be aA,bedal all General Notes 1.Tlrh design based only upon the panmslenshewn aro is kr an Individual 41` �04;t-'•,,, � -!�" Truss: CH3 and Via m'a'bebra=ensbuctiun=omr='.-' rorn�oa pecmpen.'wn ga�wn �+�.r v1 `J Ox 3.2r4cermveesknnbbrac05 molbeusabdxhen=hwn.. Incorpora2 Design assure=the*spend hone,da NS le be Wanly braced at �r"1 DES. BY: RU S.Addaeesue,ryeruybre a*swmewbmyth =t brad an wa.e and al 19,,c.rasps crony erases braced 111100001/1 neo length by ///_ leen responsthSy of the Wader.Idddorulp.mevrN radWa r/eeusebea%g end,es*Wed sbuein9RClanNodrywae(e0. ' DATE: 7/2/2013 th.coraasbucbnhmaospons1edyalhobAdi.9 des**, 3.2=bryad bridging et lateral brad,'requiredwhera show=4a JF r' . 4.Robadohoud beapp&d b erycampaneaw u,an=r'abraded and 4.Installation dews h the rsp e enseedyane respective can0ador. SEQ.: 5579811 fasteners are complete and al no lime shod any leads meats,Gen 5.Oaagnassumsstrusses arab be used In a nemearm*n environment. ' i..4243 deafen bads'Inn ho applid baen,d.P.nsM, end are 1or'dry cand5o5r of wa, 1 off TRANS ID: 372404 6.C= nnhasn=comeverandanimasaerespons109 rare 6-uaansesw..fu".maa a=apP'"'*sw.$1"*""sex ` ' 14itSTERG fabdcatlen.banally.shipment a N gand5=n pmpenes, 7_deignne“ss&avmesn.quw drainage Is presided. IIIIII�I�I��III�NIIIIII�III�IIIIII s mnda A04eCnished l.slpI hbt*bv0b.tl=ee=dloth by 6 gales oado s=aheoNnhaaosbun.'Mphcaewmwaueer 7i1// s/ONAL TPNyICA la SCSI.copies awbkh w9 be fumbbed upon esquesL 9.OThee gbbld=ab whamccenter Mee.mo In / 0.8Tek USA,Inc4ConpuTrus Software 7.6.4-UP5(1L)-E IO.For bask wnnacbr;lab design values sea EsR-1211.E0R-leaepbrau) { 11111111 This design prepared from computer input by JP LUMBER SPECIFICATIONS TRUSS SPAR 20'. 4.5' IRC 2009 UAX BEOBER FORCES 460/00F/Cq=1.00 IC: 204 DF 619619 LOAD DURATION INCREASE=1.15 1.2=(•1127)655 1.10=(-478)642 2.10=(-123) 119 BC: 204 OF 9)08T11 SPACED 24.0'O.C. 2-3=).953)500 10.11-(-372)733 10.3.( 0)254 9189:2x4 OF STAND3-4=) 0) 0 it.0=(-421)836 10.9=( -66) 102 11, LOADING 3.6-)• 737 378 6-11.( 0)251 IC LATERAL SUPPORT.=12.00.00 LI(25.0).01( 7.0)ON TOP CHORD= 32.0 PSF 5-6= 0) 0 11-7=(.I39) 95 BC LATERAL SUPPORT e=12'0C.UON, OL ON BOTTO6 CHORD= 10.0 PSF 6-7-)-955) 485 _ _ TOTAL LOAD- 42.0 PSF 7.8=-1124)622 DOTE:2x4 BRACING AT 24'00 UON.FOR�= LL=25 PSF Ground Snow(19J 8.9=1 -59) 94 ALL FLAT TOP CHORD AREAS NOT SHEATHED .....____.......see=e===.====ee LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING VAX VERT VAX N00Z B90 REQUIRED BR6 AREA REOUIREUENTS OF 18C 2009 A90 IOC 2009 NOT BEING BET. LOCATIONS REACTION REACTIONS 512E S0.1N. (SPECIES) OVERHANGS: 0.0' 18.0' 0'- 0.0' •178f 6499 -182/ 98H 5.50' 1.36 OF(625) •'For hon er a eco. See a rgvad lane 00TTOB CHORD CHECKED FOR IOPSF LIVE LOAD.TOP 20'- 3.0' •220/ 10451 -182/ 98H 5.50' 1.67 OF(6251 0 p pp D AND 60TT09 CHORD LIVE LOADS ACT NON•CO9CURRENTIY, Connector plate prefix designators: IC WD.2: DeeiOn checked for nett•S gdl uplift at 24'on smac ins.) E,CN,CI8,CN18(or no prefix) CompuTrua,Inc V,u20HS,VI8H5,V16=Dad UT series 0-06-10 VERTICAL DEFLECTION LIVITS:LL=L/240,TL=L/180 rl VAX Ll OEFL. 0.043'0 7'-10.5' Allowed= 0.967' SAX IL DEFL=•0.047•B 1st'- 4.5' Allowed- 1.289'9-10-03 0-06-10 9.11-11 'f ,1 VAX LL NEIL--0.015'0 20'- 4.5' Allowed= 0.013' 3-09-14 3-10 2-02-05 2-02-OS 3-10 3-03-14 VAX TL DEFL=-0.016.0 20'- 4.5' Allowed= 0.017' VAX TL DEFL=-0.011'0 21'-10.5' Allowed= 0.100' f f .r '/ T VAX TIDEFL= •0.013.0 21'-10.5' Allowed= 0.200' SAX HORIZ.LL DEFL=-0.015'0 19'- 6.5' 7-10-08 8-00 VAX HOR12.IL DEFL- 0.020.8 19'- 6.5' ( .( f 12 12 This truss does sot iaglsde any time dependent 0.00 deformation for long ten loading(creep In the B-4%6 liND-6X8 Q 8.00 total load deflection. The building designer shall verify that this parameter fits with the �, intended use of this component. f�Rt M: :conforms to min windforce-resisting ayetem sed eomponenta and cladding criteia. 8-1.5x4 0-1.5x4 Wind: 110 mph,h=25ft,TCDL•4.2,9COL=8.0,ASCE 7-0s, Enclosed,Cat.2 Ezp,B, MFRS, interior zone,load duration factorsl.6, Truss designed far wind loads in the plane of the truss anly- 0 0 o tet 10 Nm -...........„,„......,,--$,,,,, o II eG NaNe... O B-3X6 B-3x8 U-3x6(S) 11-2.5x4 B-3x8 A �4 ) lli 1, tillir 7-06.02 5-04-08 7-05-14 /< ). i WEDGE REWIRES AT HEEL(S). s.- t6N�e;z 9.10-08 10-06 O 641.26.19 OA 20-03 o i,,08 9G��A.J130 7/z// 20-04-08 1 1-06 1 f.+?.1 T=rams-y?HSLi JOB NAME: LENNAR- 2701 MULBERRY E - CH4 Scale: 0.2396 ^Pb.JOIVit M IMEO&: GENERALNO7E3.ulessoennYnnokd� `�J I w �^4 0 . 1.Budder aMer.clNA connecter anouldb.advised M asoonanl Nates 1.This Msmn bbas.denlj.pan E.Pe..We slmon erg le S,enndMdn p t-4,✓�.,. Truss: CH4 and VlYanaroabebwsnstrucebn=mono's. b.i&ro rroonenLAppecabRyeldesign parameters and Meer 1; Z 2.he compression tab hetero melba instated Mere snares.. eeerVoraEon el component b gra nynm2ety a nen building designer. DES. BY: 61J 3.AadE«ni Se on,briny a ins.re.nb......,gconw,rsron 2.Design enemas the tap and batmen shoals to be essay hand at / )'>. hthe naponsbany or me ernes.Addeonal permanent g bracing el continuo wino:ad all"s.ndis es pp'W's*Wecednneusnoul menta byit DATE: 7/2/2013 mnmgne».ew.ba.nappmrorgorenbrdeiga.ynv. 3.continuous 1„"oa•"`"npM�edan.audnprq.Mr.,d'yraary. •� ... hoeing required Ettore ahem e a 4.Do load shall be appted a any convenient end eller et Wading ant 4.bstatagen et hos Nth.n`penae.di O respe.5..l ceatrador. r'',./.. ,.. SEQ.: 5579812fasteners ere eenplete end atnewmesneMwany bads gnaerwn 5.o.agn nems busses anebeusedInarnnt«nrrnenwolment, j�� TRANS ID: 372404 design loads be oppaed a any cempanenl and *mamas et use. AL 5.ConpuTens beano control eon erg assumes norssyonaEr M the 4 D.4...."''"*"."".e.ype4."'w.'Slvnaandgeg a� O -VI tabricagnd barging.Oddment ant Whealion el cempenents. 7teussassumes 5 e.This design bfumhhodaul{satb DO DAbsons selling,by a�FIG sbaab beat tante dranapcet e Is p presided. ' rouged on beq bps e(Yua,and pissed so mei senor 4 •' 7PLWrCA n SCSI, bs et be _. QNlIY• .. and mates u IIIIplIIIIJO III�IIIIIIIIIIIINJ1IIfI ICanpuTusSoOrrare7.6. a Ogg ebWnaMameafpbTbra�esi ,/Z/1 IATeh USA,NIC 4-SP5(1L}E 10.For basic connecter pith Erste ogees u41E3E4311.E512-1908 Wok) l 1IGlllll� This design prepared from computer input by 11 JP LUMBER SPECIFICATIONS TRUSS SPNI 3'- 0.0' IRC 2009 VAX YEUSER FORCES 4URIGOF/Cq=1.00 IC: 204 OF 818810 LOAD DURATION INCREASE=1.15 1-2=(46)94 2.4=(-77)0 BC: 2x4 DF 818BTR SPACED 24.0.0.C. 2-3.(415)69 TC LATERAL SUPPORT 4=12'0C.MON. LOADING IC LATERAL SUPPORT 4=12'0C.UON. LL(25.0)40L( 7.0)ON TOP CHORD= 32.0 PSI BEARING VAX SEAT VAX HOR2 BRG REQUIRED ERG AREA DL 011 BOTTOM CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. SPECIES) OVERHANGS: 18.0' 0.0' TOTAL LOAD= 42.0 PSF 0'- 0.0' -73/ 4041 -77/ OH 5.50' 0.65 OF(625) I'-10.9' -31/ 741 O) OH 1.50• 0.12 DF(62$) Connector plate prefix designators: LL-25 PSF Ground Snow(Pg) 3'- 0.0' -171 25V .77/ OH 5.50' 0.04 DF(625) C,CN,CIB,CIIIB(or nes prefix)=Coepolrua, Inc U,020HS,OIOHS,1116=Ellek UT series 1101TE0 STORAGE DOES NOT APPLY DUE TO THE SPATIALtOAO.2:Design checked for net(-5 Alf)uplift at 24'ac spacing.' REOUIREYEIlTS OF IBC 2009 AND IRC 2009 NOT BEING YET. VERTICAL DEFLECTION IIVITB:LL=L/240, 80 BOTTU9 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP SAX LL DEFL=•0.011'8 -1'- 6.0' Allowed• 0.150' AND 60TTOV CH0110 LIVE LOADS ACT 009-CONCURRENTLY. SAX IL DEFL--0.013.9 -1•- 6.0' Allowed= 0.200' UAX LL OEFL= 0.000'0 0'- 0.0' Allowed= 0.028' 1-11-11 SAX TL DEFL= 0.000'0 0'- 0.0' Allowed= 0.038' 1 1 VAX BC PANEL LL DEFL= 0.005'9 1'- 5.1' Allowed= 0.104' VAX BC PANEL TL DEFL•-0.005'0 1'- 6.2' Allowed= 0,139' 12 SAX(01911.LL DEFL= 0.000.9 1'-10.9' 8.00 7 VAX HORI2.IL DEFL= 0.000'9 I'-10.9' This truss does not Include any time dependent deformation for long ten loading(creep)in the total load deflection. The building designer shall verify that this p ter fits with the ' intended use of this component. Design cantoto main windferce-resisting cycles and coeponents and cladding criteria. S Wind: 110 mph, h=20ft,TCDL-4.2,8COL.8.0,ASCE 7.05, co Enclosed,Cat.2, Exp.°, MFRS, interior zone,load duration factor=l.6, Truss designed for wind loads f. in the plane of the truss only. o'- o 11-2.514 �tip PROF�s�� s ••••c? GiNE.F e' /O Co ' L 1-06 3.00 ve., c, (PROVIDE aiLL BEAAIA6:Jta:2.3.4i (9 64)'26.''9,( G�A.JONN�'7/2113 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - CJ1 �1p P If N^V,0 Scale: 0.6937 WARNINGS: GENERAL NOTES.unless emerAae noted: •• ./ I.Sadder and ereotion contractor shoub be advised el el General Notes 1.This design is based only upon thepranten sham and a for an W.W.I ' 0, -/�''. Truss' CJ1 and wm:ws bebn construction mmronas. aaaaug componea.AppiesEay of design paramrws end paperI • ' 2 tad compression web bracing must be Instead alma shawl.. bmryoeden of,an0anent is the response:Qv age eugS,g deigner. <� , 3.Add.orensmporarylaeing to Imola WMTeya.tng canslnroden 2 sago the by and eatenchords.ln. be laterally Mod at DES. SY, RU NA,,,.. feeeraaar.AdtlbnlpemaanOEracingal 2e<.endaIlea<.<.a<a<erehadea.enadWawhpmaaaN aycantinasus $,Irft.' DATE: 7/2/2013 Meaaare°anneo-o6the nspoulatpofteWXingdesigner. 3.2oha,nepooaddgaywbteralb required such es armed iense,o-ac+g[TC)saga:""'µ�' / 4.No bad agouti be opprd a any component wen Met se bracing and 4.asbeabn of Was alOe respensba0 N ere resew**contractor. ,yf/,..;,rte SEQ.: 5579813 haleness ere<omeletend elm Y ss.,aaanybs,.greater than s.Design assumes trussesere bhused inanonrnnosi»environment, 24243 mason ands Gsppad0anyrnrr,poc and are for'dry dgbn'afax. TRANS ID: 372404 s.canystaehaenocontrawe.and anus.senapen.roatyarw m asgnaaaam.anrgwe'.4'"u°,""Ae n sham°''''d"e O, -atSiER� IabAcaan.handing els/andelaMasaa5en of 0empene5s. 7.Design assures adequate drainage 4 Amidd 6.TMs design ISmaMd sualect to de...WAS 541500,07 a.Plates shag be bMdonbea dew el buss,endptaced se their ander y/�/� J� 11111111111111111111111111111 MTeIPPkLSA Me/ConpuTfuC.A in BCE,.copes of s�Sclhvaab wet be 76.4-SPS(iL)-Ed upon aL te in hobos. fI.O.FIna...Inside with joint center[nes. Forbasits kmnmdaplatadesignvaluessee5E144311.Eon-14EeP9iaa) p 11pop 11111 This design prepared from computer input by A'1 JP LUBBER SPECIFICATIONS TRUSS SPAN 3'• 0.0' IRC 2009 VAX 9EOBER FORCES 4611/00F/Cq=1.00 TC: 204 OF 6198TR LOAD DURATIOII INCREASE=1.15 1-2=)-86)94 2-5=(0)0 BC: 204 DF P189TR SPACED 24.0'0.C. 2-3=(-73)52 TC LATERAL SUPPORT<=12.0C.NON. LOADING - 3-0(-61)43 BC LATERAL SUPPORT 4=12'0C.DON. LI(25.0)901( 7.0)ON TOP CHORD• 32.0 PSF DOL ON 90TT00 CHORD= 10.0 PSF BEARING UAX VERT VAX HORZ IRO 000019ED BOG AREA OVERHANGS: 18.0' 11.7' TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) Connector plate prefix designators: 0'- 0.0' •71/ 3910 -84/ OH 5.50' 0.81 OF(825) nectopl8(or no prefix)=ors virus, Inc LL•25 PSF Ground Snow(Pp) 2'. 9.2' •24/ 34V 0/ OH 5,50' 0.05 OF(625) Con U,U20HS,V18HS,B16•BiTek UT series3'- 0.0' •481 I77Y •o// OH 1.50' 0,23 OF(625) LIUITED STORAGE DOES 007 APPLY DUE TO THE SPATIAL AEDUIREUEIITB OF IBC 2009 AIN)EOG 2009 NOT BEIUO BET. V.l -• . u r_. d for • • . '.. yacln. 12 80TTOB CHORD CHECKED FOR IIPSF LIVE LOAD.TDP VERTICAL DEFLECTION LIDITS: LL=1/240,TL=L/180 3.3017 AND BOTTOV CHORD LIVE LOADS ACT NON-CONCURRENJLY. VAX LL DEFL=-0.011'P -I'- 6.0' Allowed• 0.150' -/ MAX TL DEFL=-0.013'P •1'• 6.0' Allowed= 0.200' J VAX LL DEFL•-0.002.0 3'•11.7' Allowed• 0.097' • j� VAX TL DEFL•-0.003'P 3'•11.7' Allowed• 0.130' MAX TC PANEL LL°EFL=-0.010'P 1'• 8.4' Allayed= 0.197' /•� VAX TC PANEL TL DEFL=-0,010'0 1'. 8.4' Allowed= 0.295' / BAD PORTZ.LL DEFL= 0.000.0 0'- 5.5' UAX HORI2.Tl DEFL= 0.000' @ 0'- 5.5' / Pg This truss does not include any time dependent c defanatlen for long term loading(creep)in the total load deflection. The building designer c shall verify that this parameter fits with the n intended use of thio component. Design e0nforls to main wlndfnru-resisting syotn and components and cladding criteria. Wind: 110 mph,h=25ft,TC0L=4.2,8CO06.0,ASCE 7.05, Enclosed,Cat.2 EOp.B, UAFRS, interior zone,load duration factor•1.6, a`- irons designed for wind loads c4 in the plane of the truss only. ID t:� 5►� y It-2.5x4 OPE- '4�EOPR- e,s/ r '1L �1�„4 1 1 1. / Y ► 1-06 3-00 0-11-11 ORO' q, 0.6PVIDE FULL BEARING:ate:2.5.31 p9 G(P26 N9�/p= GOA.JnN4-7/2 • //3 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - CJ2 Scale: 0.7137 .V' 9, WARNINGS: GENERAL NOODS,wen*banAe.nobd: sq A ` • 0 1.builder end eaclbnrorbaster should be edAsed orelaeneesURotes 1.Thin design b bsedorAy upon be parameters abetment!bloc an eM4aal T1 .' -4" Truss: CJ2 2,400 weodonwe construction nommen..be bpblbd abate bWAgrorpofcoL�pmu be nsponno of lbe and proper buaeas designer. ' ,' / .' 1. B.2<4 ronpres.bn nob bracing Deslin aben of component b 3.AddEonal temporary bands le insane dabney dwhg consist.* a.Defyn assumes bp bottom d,ardateW bines%b,e eA Ie , �'• DES. BY: MJ bthe esspansbayeno,00ub.Adlabnelprtnanedbracing d continuom.h:°a>n;gsuch`s'"vpy dsheeaba°eRGa�H ASP DATE: 7/2/2013 be avaaasbudwe b Mesesponfbmry of the budding designer. 3. continuous b.bgbgaSlwdbrecbg renubedblme shone a a rz 4.No bad should be apple/lb any earyononIunal eller en baring and 4.Installation of buss bthe napeeebWAy Ob.reenacWewnbaebr. ,-4.,-.'.1-t''- SEQ.: 5579814 fastner,arewmpteteand alnoban should any loads e,ouerbee environment, 'xaegnesewoeswcenarebwus.dbanon-aanawe24243 _ Asian bads be spored le emy component. ash are M'dry candiion•of use. TRANS ID: 372404 5.CompuTmsh.nocantrdever and ammesnoresponsbSrybrer e.aaqnos�m,.e ^'abn'bo+ed"*".aehe'''''''^a.,.da.g ' O ��JISIERV 6.This design handing,aanish.e�ukfed bnt w On.beoneoeof 1 sorb by b. 5.PPIate..assumes he ee loefla onebotoo,as lbow.end pieced n bob center 'r/OVAL E11I'''pI RBp,'E�PP1Rp�BRN 1111111111111011111111 •�/ I II111II1,1 TPLWTCAIn SCSI,copies of ankh.beswnlsnb upon nweet Foes robulderah lobe anter rhes. //�//' a - O.DI&Ind..Nee Opiate In Inches. 69Tek USA,lnc./CompuTms Software 7.6.4-SP5(11}E 10.Fer bask connector Ottdesignvalues Sae ESR-1311,ESR-1958(MRN) IIINIIIIIII This design prepared from computer input by JP LOOSER SPECIFICATIONS TRUSS SPAN 5'-11.7' IBC 2009 VAX NEU6ER FORCES 411RI00F/C9-1 00 IC: 294 OF 610870 LOAD DURATION INCREASE=1.15 1.2=(.85) 94 2.5•(0)0 BC: 294 DF 116919 SPACED 24.0.O.C. 2.34 .69) 109 IC LATERAL SUPPORT 4=t2'0C.DON. LOADING 3-4=(119) 49 BC LATERAL SUPPORT c=12'0C.UON. LL(25.0)401( 7.0)0U TOP CHORD= 32.0 PSF DL ON BOTTOU CHORD• 10.0 PSF BEARING VAX VERT VAX HORZ ERG REWIRED BAG AREA OVERHANGS: 18.0' 0.0' TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 10.16. (SPECIES) Connectorplateprefix deal rotors: 0'. 0.0' -70/ 389V -110/ 0H 5.50' 0.62 OF(625) LL=25 PSF Ground Snow(Pg) 2'- 9.2' .20/ 28V 0/ OH 5.50' 0.04 OF(625) C,CN,CI8,CN18(or no prefix •CoepuTrus,Inc 2'-11.2' •94/ 210V 0/ OH 1.50' 0.27 OF(625) V,V2OHS,Y18HS,016=VIM:V series LI61TE0 STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'.11.7' •52/ 87V -110/ 0H 1.50' 0.14 OF(625) 9EOUI9EUEIRS OF I8C 2009 ANO Inc 2009 HOT BEING NET. IOTTOY CHORD CHECKED FOR 10PSF LIVE LOAD.TOP ONO.2:Design checked for net(-5 ssfl uplift at 24'oc seaeine,l AND 907709 CHORD LIVE LOADS ACT LION-CONCURRENTLY.` VERTICAL DEFLECTION LI0IT8: LL=11240,TL-1/100 VAX LL DEFL=•0.011'@ -1'. 6.0' Allowed= 0.150' MAX IL DEFL=-0.013'@ •i'. 6.0' Allowed= 0.200' t2 6AX BC PANEL LL DEFL= 0.008' 0 1'. 5.1' Allowed= 0.104' 8.00 ,--�/ 0 VAX BC PANEL TL DEFL=-0.008'@ I'. 5.1' Allowed= 0.139' MAX H00I2.TL DEFL= 0.001'@ 0'- 5.5' VAX NORI2.TL DEFL= 0.001'@ 0'• 5.5' j ter. This truss doss not Include any tine dependent / deformation for long tloading(creep in the total load deflection. The building designer shall verify that this parameter fits with the 3/- c intended VAS of this component. Design conforms to main windforce-resisting /' system and components and cladding criteria. 5 Mind: I10 mph,h=25ft,TCOL=4.2,ICDL=6.0,ASCE 7.05, Enclosed,Cat,2 Exp.B, MRS, interior tone, load duration factor=1.0, V - Truss designed for wind loads in the plane of the truss only. o o O r ss-mus 5►u1 -s t % u-2.5x4 �q�yto?ROFFSSi qW 0 1 Alt /11)`.B Si )•• l JI J. .- „pa0B gy 1=06 3-00 2-1t-11 O� GLY2♦♦♦6.',�'��U= (PROVIDE FULL BEMING:JtC2.5.3.41 G2O JOHNS 7/2//3 EXPIRES 6130/15 JOB NAME: LENNAR- 2701 MULBERRY E - CJ3 p,.701/4),: Scale. 0.5837 ANV s Wry 11.14' WARNINGS: GENERAL NOTES,.sass 0000 s.panan 1-- Truss ,d I.Builder and erection aRresbr Owe be adlnd of al General Notes I.Tide design b based only upon the Nnmesten shown and islet an bdbidusl NC, AO"/ " Truss: CJ3 and Warning,baron construction commences. beading coegenent ADFArabary el demon Pammeten see pop 2.244 amp/avian snob bnuhg mut.Instated Mum shown.. leanparaaen of component b ths den buabn.designer. 4`' O.Mdwovl tempenary booing Insure sourly dosing construction 2.Design assumes net by ed bottom chords b be bivaby bracedal '�I baPl.�� � DES. BY: lA,1 one responsaday cline encbr.Adeconalpemmaant bracing et 2'ex.end et Ngon.tupeoirely Wass bawd goegnve theirrns9e by /J continuous'Malting such as*wed eledc0(eC)an.,dyxaRSC). DATE: 7/2/2013 Ina email sworn le the naaalray at Me balding desgnar. 3.to Impactbngig oe,olateral being re*a,�e+. l'' 4.No bad should be appbed b any conponentwWwhet el bating and 4.nstaOtlon album bele. nWey d thane 'Y 24243 SEQ.: 5579815 fasteners.nampfete end atanashouoayloadewenn' on s Desgnassumes nonsamlebeendn•neo-carneleen:mnmend 24243 design Mads W eppf44 b any component. an=on for VI aMdbn'al use.TflANS ID: 372404 s.eemparnenaaneantrd.mr.eaanan.aarsepa uayterne S.aanec�gnassumes bawamuatam arppeabam.sww. a Shan 4�aISTER� Obdcagen,Moan,aliment and bteboonelrya cwods Design ayis 7.Den assumes edeet.*shag• voided. •� G.Tris desgnlsbanblod subject to tinrwlauas selbmby s.Plates abae be boated en ben fags of truss.and gaud sonnets anter 2/1tI 401,14M, IVIIIII1II0I IIIIIIIIIB11IIIIIIIIIII E Te USAIncJTPIONTCA in ConpuTrusSoftware7:.4SPS(tL)-Eopies et xhicb ssel bo furnished open � 10.14rmweconnecierphleNgnvtuaseeESR-13tI.ESR-190SBdiisk) B.Dods Worsteds.d pine n Inches. 1 (p�II IIIIIIIII''WI This design prepared from computer input by JP LIMBER SPECIFICATIONS TRUSS SPM 2'- 0.0' INC 2009 UN UEUBER FORCES 45R/G0F/Cq=1.00 TC: 20 DF 2188TR LOAD DURATION INCREASE=1.15 1-2=(•66 9 2.4=(0)0 BC: 204 OF 810919 SPACED 24.0'O.C. 2.3=(•7e)BO i IC LATERAL SUPPORT at 12'OC.UN. LOADING BC LATERAL SUPPORT 4=12.00.509. IL(25.0)aDL( 7.0)OH TOP CHORD= 32.0 PSF BEARING VAX VERT MAX HOAX BRG REQUIRED 895 AREA 01 ON BOTTOU CHORD= 10.0 PSI LOCATIONS REACTIONS REACTIONS SIZE 00.10. (SPECIES) 0VE9HMG5: 18.0' 0.0' TOTAL LOAD= 42.0 PSF 0'- 0.0' -85/ 429V •571 OH 5.50' 0.69 OF(625) Connector plate prefix designators: 1'- 9.2' -73/ 280 0/ OH 5.50' 0.05 OF 625) C,CN,CI8,C1118(or no prefix)=Caepolrus,Inc LL=25 PSF Ground Snaw(Pp) 1'• 11.7• •37/ 42V -57/ OH 1.50' 0.07 DF 625) . 11,1120115,1118112,216=Riiek MT aeries LItlITEO STORAGE DOES NOT APPLY WE 70 THE SPATIAL 'CONO.2'Design checked far net(-5 pall uplift at 24'oc spacing,) REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING MET. VERTICAL DEFLECTION 120170:1.1-1/240,TL=1/180 801100 CHORD CHECKED FOR IOPSF LIVE LOAD.TOP SAX LL DEFT=-0.011'@ -1'- 8.0' Allowed= 0.150' AND BOTT00 CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAK TL DEFL--0.013'@ -1'- 6.0' Allowed= 0.200' S 1.11-11 MAX IC PANEL LL DEFL=-0.004'@ 1'- 1.5' Allowed= 0.114' SAX TC PANEL TL DEFL=-0.004'@ I'- 1.5' Allowed= 0,171' SAX 90902.LL°EFL= 0.000.0 0'- 5.5' 12 VAX 60RI2.TL DEFL= 0.000.0 0'- 5.5' 8'00This trues does not include any ties 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. Design confarne to main windforc.-misting cyst.,and components and cladding criteria. ri Wind: 110 mph, h'20ft,TCDL=4.2,8COL=6.0,ASCE 7-OS, c Enclosed,Cat.2 Exp.B, SNOBS, interior zone,load duration factor=1.8, c Truss designed for mind loads in the plane of the truss only. o o �IIIIMIIIIIIIIII. 11-2.5t4 QED PROE$ -:3 GINE `r�0 c�, G res 0 1 iR - i Jr- i;ik 1111),e 1-06 2-00 .' ._0w. 9 m N'RiV1DE FULL BEMIUG:Jta:2.4.31 t> •4)'26."'9Q'.0.. ��41A.JON��'7/Z//3 EXPIRES 6/3011. JOB NAME: LENNAR- 2701 MULBERRY E - CSJ1 Scab.' 5 6941 -a'�PWGNNI,� WARNING,: GENERAL NOTES,Wass caamne Wed: ; �0 ,. 1.Boadat endetecdan contractor should be advised of el General Nabs 1.Ibis design b based only upon theperamebn shares and b for an b,&,hAnl '{ `7j. Truss: CSJ1 end Waning*holm conArvcdan commences. hating component.Appawbny el daegn parameters and pope '- 2.24wmy.esien bah basing must be autabd ober*shown.. bwrpotalion of component b be napansbaty el be bueSrp designer. m�s`� i/ 1 Addaaas!te petay bacaeb bon Yabeay during consucear 2.pain usbn.a..beard boom,4tedstobbanry b'wd at •mJ In t DES. BY: MJ b be respononey of be enectowAodaonalpancone bracing of rec.aro mane napecevey mines bnwdpusughndbebbnpb by / . the sheathing such as pywoae shthing( lasld,rdrylveat9C). DATE: 7/2/2013 .overalshueete tom.tespensbety et the bulling deegner. 2.L Impact bridging aboral bracing fended nbere shoo..♦ r` epp.on nyweaanent we enema bracing and 4.bab4eon et hones b the aspens ,o piths teepee*.contractor. a24- ':• ♦Ns bo/MeWb .a ' SEQ.: 5579817 teatenbsenscempweane tmbee eheody eede,egermn e.Design assumes Maus annbeewdInane,a.conesb.ewhenment. 2A243 *Helen bade he'agog le anywmpawnL da ler eondllerr of use. ,q TRANS IO: 372404 e.Grapheme hes no ewbel OW.,end assumes see neponslbiity rube 1 o:agna...n.ahab4.M9 t u•919.9.•99m9.Shim eroed,e a 'YO R4131STEI labka.on,tundras.shipment and bWWbnel<ampewnb. 7.Wain assumes aMWtebainapbpoddN. AI fc• ` I�I�IIMI ��IIIIIIIBIIININIIIIII a7nbdagnbsummed subject bbcah.Ow eamset.dL,oc gabsMaabbwbdanboth fawaofbwa,end pandwmeewK<r 7/Z//'.40Nµ 7 bdnN bBC.%cepbs atoMkhste be tuNfi.d am awe& hobs cob.%with love center Nes. BbTek llSq bICIC TNS SoRwme 7.6. e.pias bbwr are el able b inches. alflpm 4SP5(1L)-E to.renneheennenalebtedensannuaeessm4s11.4sx.isee Daley I'flff if p This design prepared from computer input by u 11 JP LUUBER SPECIFICATIONS TRUSS SPAN Cr- 0.0' IfA00.2•Design cAeeked far netl-5 osfl uplift at 24'0e apaeino I IC: 2x4 OF 9108TR LOAD DURATION INCREASE=1.15 8C: 2x4 OF 9138TR SPACED 24.0'O.C. Design conforms to main ree-resisting system and components andd cladding criteria. IC LATERAL SUPPORT<a 12'OC.ODS. LOA0I110 BC LATERAL SUPPORT a=12'0C.OGD. IL(25.0)1DL1 7.0)ON TOP CHORD= 32.0 POP Wind: 110 mph,h=15ft,TCDL=4.2,BCOL=6.0,ASCE 7.05, IL ON BOTTOM CN08D= 10.0 PSF Enclosed,Cat.2 Exp.1, MFRS, Unbalanced live loads have been Unbalanced for this design. TOTAL LOAD a 42.0 PSF interior zone,load duration factor=1.6, Truss designed for wind loads LL.25 PSF Ground Boor(Pg) in the plane of the truss only. Connector plate prefix designators: C,C11,C10 0111(or no prefix)-Computrus,Inc UNITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gable end truss on continuous bearing wall OON. N,N20N5,111BNS,O16-Nits%NT series REOUIREUENTS OF IBC 2009 AND IRC 2009 NOT BEING BET, B-1s2 or equal typical at stud verticals. Refer to CoapuTrus gable end detail far OOTTOB CHORD CHECKED FOR 10PBF LIVE LOAD.TOP complete specifications. AND BO1T00 CHORD LIVE LOADS ACT NON-CONCURRENTLY. 20-00 20-00 1 10-06-03 9-05-13 9-05.13 10-06.03 12 14.1-4x4 12 4.00 v ''' 14.00 0-3x6(3)04101 U-3x6(5) r lil \�.<14,0 PROP&,,, ild 11!lIam IIII!'.�.o.-;A ,. 1 I U-3x8 S U-2.5x4 O O 1, 4 9% _ o y 28 .r,U y 20-00 / 20-00 G�A.yJo' 7/2/l3 k----), 1.90 40-00 11�4:d1:4Pz, ..•130115 JOB NAME: LENNAR- 2701 MULBERRY E - D1AH•JaN1N Scale: 0.2115 "a�a VI *,�7yj O, WAvINOS: GENERAL NOTES,unless eremae noted: �i/;' ,�/ 1.Baader and erection aortac,or should be mdrued of al Gement Nobs 1.Vas design bbased only upon a.pennebn shone and Isla,anbdialdual ; • �,19 , ., 4." Truss: D1 and Warnings aero,.construction comnaro.s wudnE.^nronen Appambby eldest,peranebn end proper '/ O 2.2.sampreuMn web bradg must be entailed when No., inormo non of component a be respansmimy of the buarfrip designer. t� 'J-' a.AGd.mtal bnparary Mating bbnundab.Ty MainerOnaaw.n9n a.Design nsorna Ma bmeMbeemnshdMfbheldn+•y braced at )9i,..4 DES. BY: MJ arae raven...Ay etsb anter.Aeaeanel Fe...aating el Zee and N lre.e respero-nynae.a aroma enawphoul emir length by mnewal strobuabaare. mGcontinuous sheathing soh as plywood so.inpflVarobrarynae(aC). . DATE: 7/2/2013 4.No bad.hawdbesnaamb peny.ompp.00nn.m a alb,acAaand 3.nsallationImpact aawvisn+ Spensads mesa aotra.w. ,tl._:" SEQ.: 5579818 1..anal.an.-0ea and atnermshould any leads pnw,gun 5.Design amen.trusses min bea. caroncxn4nenrionnenL 24249 design bads be seabed b any compomK don ior-my condlorr effuse. TRANS ID: 372404 s.Cone,anshas nocamrolover andassumesnan.pamwyforp» e.D..an...r.n.arwxadnpa...P1...ahnm.MNnmw.dP1 O. � ?ISTER� c ata 1�mBR '11BNq I''ryryIpm�N�11 'I I1IH9ff 9RpAp ++II IIII II�� IC desin isaonas.tla subject to thnb,uttationasNtbah by S.wwa alae be lora.en both drainage teamed..often,.s pined se their wear -/T / ' . ' ' ,- ' Iia ,paiIn 1111111 lISB�IItIlIlt TPYWtCA b mCSt coal.olwhich sial be Mrdshed Wan realest 9.O4b ScOscatWalpbabraen. I/�/�` BSTek USA,lncJCanpnTnue Whore 7.6.4.SP5(1L)-E 10.Forb.o .nnacbrpabdastnvabn se.ES11-1311.ESR.,9ee Omen • 1 1111111111 This design prepared from computer input by JP LUUBEA SPECIFICATION TRUSS SPAN 40'- 0.0' IC: 2x4 DF 110BTR• LOAD DURATION INCREASE=1.15IRC-36)36VAX 2E11.R 1043) 4BR/O-3.)-250 264 OF 2400F t1 SPACED 24.0'0.C. 1-3.( 54 2.11•(.1025)364 i3-2•(2654) 1421 • BC: 204 OF 0169192.3.(-4191) 1141 11 d2=+•1025)3643 3.12=(-2658) 2671 43 DESS;204 OF STAND 3.4=(((•1426 425 12.13=(-184) 550 4.12.(•461) 243 L0AD111fa 4-5=(•1429 435 13.144(•170) 72 12-5• -296) 1176 IC LATERAL SUPPORT=• LL(25,0)401( 7.0)ON TOP CHORD• 32.0 PSF 5-0• -435 141 14-9=(•1554) 356 5.13=(-683 287 12'OC.U011. DL ON BOTTOU CHORD• 10.0 PSF 6-7=(-650)2272 13-8.(-201) 694 BC LATERAL SUPPORT a.12.0C,0011, TOTAL LOAD= 42.0 PSF 7-B= -844 2263 6.14=-2838 859 OYEAHA11G5: 18,0' 18.0' S.9=( -409 1713 14-7=S.319) 138 LL=25 P8F Oround Snow(Pp) 9.70=( -36 54 14.8= •600) 251 Connector plate prefix designators: 101109 CHORD CHECKED FOR A 20 POP LI0ITED STORAGE C,CN,C18,C1118(or no prefix)=Coaputrus, Inc LIVE LOAD AT LOCATION(S)SPECIFIED BY IBC 2009. BEARING VAX VERT SAX H052 BAG REQUIRED 880 AREA I,020HS,U18HS,S16•Vita Vi series THE B0TT08 CHORD DEAD LOAD 15 A SINIUUO OF 10 PSF. LOCATIONS REACTIONS REACTIONS SIZE 00.1N, (SPECIES) 0'- 0.0' -197/ 1242V -153/ 1536 5.50' 1.99 OF 825) 29'- 0.2' -363/ 2752V 0/ OH 5.50' 4.12 OF(625) 40'- 0.0' -325/ 49V •153/ 153H 5.50' 0.08 OF(625) ' • . ec ift at cinch] VERTICAL DEFLECTION LIUITS:11.1/240,11=1/180 VAX LL DEFL•-0.071.0 -1'- 6.0' Allowed• 0.150' VAX TL DEFL=-0.013.0 -I'- 6.0' Allowed= 0.200' SAX LL DEFL•-0.360'0 7'• 5,8' Allowed• 1.454' 11AX TL DEFL=.0.502'@ 7'- 5.8' Allowed= 1.939' VAX LL DEFL• 0.029'6 34'. 6.3' Allowed= 0.477' VAX LL DEFL••0.011.0 41'- 6.0' Allowed• 0.150' VAX IL DEFL•-0.013'@ 41'- 6.0' Allowed• 0.200' 20-00 20-00 VAX BC PANEL TL DEFL=-0.108'6 35'. 0.5' Allowed• 0.588' 10-06-03 9-05-13 11-04-10 B-07.08 1 MAX HORIZ.IL DEFL• 0.123'0 29'- 9.2' '1 4 800 HOR12.TL DEFL• 0.790•0 29'. 9,2' 1 7-07-08 6-10-08 5-06 ' 4-09-09 4-11.11 4.08-08 5-06-04 1 1 .1 This truss does not include any time dependant 12 total hide for long term loading(creep) in the 4.00 ' u-4X6 ' 4,00 total load deflection. The building desgner Shall verify that this parameter fits with the S 4.0' intended wee of this component. ' Outgo conforms to maim windforce•nstatinp U-1.5X4 ` B-4x10 p•3x6 S syeten and coeponenta and cladding criteria- 0-3x6(6) u ! ( ) Wind: 110 mph, h=15ft,TCUL=4.2,BC01.8.0,ASCE 7-05, u.1.05-00416(0) -1.5X4 Enclosed,Cat.2 Exp.B, USERS, U-5X6/ / interior lone, oad duration factor=1.6, U-1.5X4 Truss designed for Dei• t In --. 1111:f'1. - in the plane of the�`A�' QFFss/ � )�•a �� o c B.SXg -'�.�., c� GIN�F• • o U-3x1012 „r•-----7,-. gig 1(14! I R U-7x10 =V-4x4 B-5510 0.3x4 c a - �2.00 2.00 10.316(6) '°RIO - 12 y 12 y • i b l O '<Y26,19 .0 l 7-05-12 1 7.00-09 y 7-07-05 ,7.07-10 10.02.12 1 °A ‘0" , / 7-05-12 7-00-04 10.00 15-06 9A.JOH7/2//3 )' •06 7-05-12 7-00-04 Y 25-06 1-O6IP110YIDE I RAa y3ts:2.14 91 40.00 - EXPIRES 6130115 1-0G6O JOB NAME: LENNAR- 2701 MULBERRY E - D2 ' 4ap.J01/4, Scale: 0.1432 V �1�)��, WARNINGS: SEOflALNOTES.unb»oenmdw oohed: Illi/r's,,r 0. 1.&rider and woolen w*adar amid be advised ola 0anatal50.0 I.Mb design b based only upon We Rin.&shown and bar an Individual pp Truss: D2 and warnings bane combustion commands. barmy mpan.nt.Appaoanyofdesgnpanneter.and • ,e+[ t l' 2.2s4 osuryressbn wee bacing&albs'reneged omen them.. ',worseon l aemperonl b go npombay d the nun.&signer. / DES. BY: MJ 3.Addandlo. a..yb>adnibbnwe 0SHyd,. a."'"46o 2'zse.and at la assumeso:.mppecenlend yunl.0 bradS,..gn,a knee r=0.a / i7. x Is We mp.n=hay el Ina we s Addeonalpermanent bva,a &dinuew aheanbo soon a pywooddn.e>5y(T,)ones dMaaleG.y y DATE: 7/2/2013 mnewragetre ebShensponsmaywaawd.na,auigner. 3.3,nl3600d bg«bbrxwadingag,egor..bwn.. eG i .. 4.No bad&odd be&god b any eanponanl anti alter dandy and 4.&sbbbndeusabtlr..u,Hnlyd the napecW,.oN6.m. .r:// *+, SEQ.: 5579819 hstan=nancar,*and alrae»amid onybWsgndarWn a.dsynamen Inns&arobbu>Nbamnwrr.sivaemnennent, 24249 design bads bapp4dbap aongonN. Ward br'dry cendean'd we. -.04. Ade., t TRANS ID: 372404 e.ConeaTna has no*meal ewr end manses nonepann,Iy her n. m.°..10......."1..d.2 al a supwds sham.Skin ar ewdee 6 X00 •ek[f1S1ER bbdcolion. Mang.enigma and bsbean&ddempenenle. 7.Design assumes ado f .. 8.This a=>Ign is Leashed subject to the legatone set UWTCA in BC31,copies elation.Ye famish&open ay a Mates LW b boated enbyi feces of nese.and placed so&eke r O 11111111111111111111111111111111 hSTeADBA9oo)ConpsTnsnS;oMrarer7.6.5(iL)-E wet ,n.PDeglbw.k'munm Have:genvabeauaE8R.t3,I.EN0'lSOO MTe4) 7/1(1 "'WS' ` NAL . 111111 II This design prepared from computer input by JP LUMBER SPECIFICAT10NS TRUSS SPAN 40'- 0.0' IRC 2009 MAX UEUBER FORCES 400/60F/Cq=1.00 IC: 204 DF 9109TP; LOAD D1601I011 INCREASE•1.15 1.2= -36 54 2.11.1-1976)7390 3.11=( -78) 160 204 OF 2400F T1,74 SPACED 24.0'0.C. 2-3.)-7815)2120 11-12=I-1228)4545 11.4=(-803) 3478 BC: 204 OF 919010; 3.44-7657) 1961 12-13=)-714)2550 4.12=(-1622) 423 204 OF 2400E 81 LOADING 4-54-3475) 949 13.14•(-927)3361 5-13=(•350 210 REBS:204 OF STAND; LI(25.0)401.( 7.0)ON TOP CHORD= 32.0 PSF 5-6•(-3504) 977 14-9=(•1057)4008 12-6=(-272)1122 204 OF 910010 A DL ON 80TT00 CHORD= 10.0 PSF 6-7=(-3141) 844 6-13•)-111) 943 TOTAL LOAD= 42.0 PSF 7-8=-4089 1029 13-7.)-765 270 TC LATERAL SUPPORT c=12'OC.000. 8-9=•4323) 1178 7 -14=) -32) 628 SC LATERAL SUPPORT e•12'OC.Inn. LL=25 PSF Oround Snow(Pg) 9.10. -36) 54 14.64-342) 201 OVERHANGS: 18.0' 16.0' B0TT0U CHORD CHECKED FOR A 20 PSF LIUITEO STORAGE LIVE LOAD AT LOCATION(S)SPECIFIED BY IRC 2009. BEARING UAX VERT UAX HORZ SRO REQUIRED BRG AREA Connector plate prefix designators: THE BOTTOM CHORD DEAD LOAD IS A 010)1000 OF 10 PSF. LOCATIONS REACTIONS REACTIONS SIZE 00.IN. (SPECIES) C,C6,C18,01118(or no prefix)•CompuTrus,Inc 0'- 0.0' -267/ 1919V -153/ 1539 5.50' 2.86 OF670 11,820/16,1118116,1116=Brink UT series 40'- 0.0' •267/ 10150 •153/ 1530 5.50' 9.06 OF)625) ICo1ID.2:0.015 , .-• f c VERTICAL DEFLECTION LI01TS: LL=L/240,T1=11180 DAX LL DEFL•-0.011'@ -1'- 6.0' Allowed= 0.150' MAX TL DEFL•-0.013'0 •1'- 6.0' Allowed= 0.200' UAX LL DEFL•.0.625'@ 10'- 6.7' Allowed= 1.954' UAX TL DEFL•-1.007'@ 10'. 6.7' Allowed• 2.606' UAX LL DEFL•.0.011'@ 41'- 6.0' Allowed= 0.150' UAX TL DEFL=-0.013.1 41'- 6.0' Allowed s 0.200' UAX 60612.LL DEFL• 0.233'0 39'- 6.5' 20-00 20-00 UAX NOMI.TL DEFL• 0.375'6 39'- 8.5' 10-06-03 9-05-13 1 9-05-13 10-06-03 ' This truss does not include any time dependent 1 .( 1 ( 1 deformation far long term loading(creep) in the 5-10-12 4.08.07 3-10-14 5-06 6-04-12 6-04-12 7-02-08 total load deflection. The building designer 1 1 .( 1 1 •( 1 ( shall verify that this parameter fits with the 12 12 intended use of this component. 4.00 G.- U-5X6 d 4.00 Design conforms to main windforce-resisting 5.0' system and components and cladding criteria. U-7110(5) 6 ': Wind: 110 mph,h•151t,TCGL=4.2,6COL=6.0,ASCE 7-05, 1 ) !0-1.5X4 Enclosed,Cat.2 E0p.8, MRS,0-2.5X4 interior lane, load duration factor=1.6, 0.25' U-3X6S Truss designed far wind loads ( ) in the plane of the truss only. 11.1.5x4 /Ahh.\111Np•.,,,„,::.%<.4". ....... ...... ...4416.%,...„ \ >GD PROF? �', �' 12 13 14 "�0yca Cr w 44/ i� 0 U18HS-3x18 018HS-5x16 =0-4x4 U-2.5x4 9.3010 s ,(1V"4 1 - 0.10x14 018HS-3118(8) 12 2.00 2.00 12 OR + J J 5 J J J, vG 9°i� 2 l 7-05-12 J 7-00-04 J 7-05-12 7-00-09 8-02-07 ig 00 J 8.02-12 15-06 9.00-08 J o9G0A.JO 7/t//3 J J J 1 J J 7/2/!3 1-06 7-05-12 7-00-04 25-06 1.06 EXPIRES 6130115 1-06 40.00 1-06 JOB NAME: LENNAR- 2701 MULBERRY E - D3 P'JON,1,, Scale: 0.1410 .„ WARNINRS: GENERAL NOTES,union emaw.ewt.& �' a W 'r/%9 1.Balder anderection contractor Meld be advised of am General Nabs 1.hisdsdanb Wnd eryupon5npanm.bn chanom 00100 enidavYud 41} 4P 'Y .h '{I" Truss: D3 and Vhmbgs Were consWseon eunmwPs. Indimg coponent Appcabbly of beton panmbn and proper t 5 compression arab bacig must N installed MnreihMI, bwtpennen el ee pawnt Y tWnaponsa$y otter buade9*tiro. - ? x 3.Adlmenaletmpotaryba<npb Mutt gamily during construction 2.OPe2n Humes mw by ml bottom chords b he betray teamlel •' 1 DES. BY: LU la the respanamaly of the enter.Addeonal permanent Mctrg N Yrdnuo seaft4Miiiiiii unNOsbauda4indCt ixeROhby _ • Pe.vmn Outten bele respemmety of Me bolding 2.ImpadhoaeSg oos s,M..sMod,cv.,.,ha .4rywalBC1. !,-. DATE: 7/2/2013 s4wr. a.2almpagbbpvgrbYnlbaeagnoreresns.eowW .,i/::-,'' 4.ibbedshock emon ppaadbenywtepowemy Pads embock*rVand 1.DnbbmwaMnstento bs00WarnapoR ,..al or. SED.: 5579820 b+e.nettanwrrpYY and dwbwshwmemYwaw.mrtWn a.wagn.nm�.anen.s.r.YWanas,awnterneY.m.sanmwL 24243 design bads be app5ol b any caspownt. and are ler'dry mutton-of use. �4' TRANS ID: 372404 s.C.mpurnshsew,.519nwr 90000,5.wnapev0dywme e.Desgnassumes MIMarbgMeewppobMenawnerne62•C ', 'O 'rC1;`asTER�' v Ybkatbn.handfls.aNpnwd and Mtamano0 erwrwenents. 7.bels mosadpuela sided. 1L7- n p a.Tdsb=Cp TPIPNIVA0 00nI.Welshed salad tothe Yreaaewset bMy 11.Rates*hal belocaalwwntants atbuse.and pYeedwmoucont., 7/1/I ( S�ONALG,' 111111) UlillI III,11'lll MMI)III 4hTek LISA,k1C/ConpuTm SORWdre 7.6.4-$P5(1L}E copies of which W1 bo furnished upon sL 10.11.For Diges Ikcate HurlY' !Wen. wa ESn-tas1.EBR-1680 pol1ns) / 1III1I11 This design prepared from computer input by 'I l)1 JP LUUBER SPECIFICATIONS TRUSS SPAR 40'- 0.0' IRC 2009 UAX NEU6EN FORCES 400/GDF/Cq=1.00 IC: 204 OF 8116TR• LOAD DURATION INCREASE=1.15 I.2=1 -36) 54 2-10=(•1077)3816 3.104(-395 230 2x4 OF 2400F f1,T4 SPACED 24.0'O.C. 2-3=(-4119) 1199 10-11=(-929)3105 10-4=( 0) 563 BC: 204 OF e11610 3-42(•3751) 994 11-122(•920)3185 4.11=(-944) 279 I- WEBS:2x4 DF STAND LOADING 4-521-2622) 785 12-6=(-1077)3616 11-5=-219 1275 IC LATERAL SUPPORT<=12'OCLL(25.0)101( 7,0)ON TOP CHORD= 32.0 PST 5.6=1.2622( 705 If.6=(-944 ) 279 .U011. OL OR 10TT0U CHORD= 10.0 PSF 0.7= 3751 (- ) 194 2.17=( 0) 563 BC LATERAL SUPPORT<_ 12'OC.EON. TOTAL LOAD= 42.0 PSF 7-8=(•4118) 1199 12-72(-395) 230 S.92( -36) 54 OVERHANGS: 16.0' 18.0' LL=25 PSF Ground Snow(Pg) Connecter plate prefix designators: 1000102 STORAGE DOES HOT APPLY DUE TO THE SPATIAL SEARING VAX VERT SAX HOOZ BAG REQUIRED BMG AREA C,CN,CIS Cull(or no prefix) •CoepuTrus, Inc REOUIRESENTS OF 16C 2009 AND SOC 2009 NOT BEING 6ET. LOCATI0f1S REACTIONS REACTIONS SIZE $5.10. (SPECIES) U,U20NS,l16HS,U16=61Tek UT series 0'- 0.0' -267/ 1851V -153/ 153H 5.50' 2.96 OF(625) 60TT0U CHORD CHECKED FOR IOPSF LIVE LOAD.TOP 40'- 0.0' -267/ 1951Y •153/ 1530 5.50' 2.96 DF(625) MID 651T5U CHORD LIVE LOADS ACT BOO-CONCURRENTLY. .'ONO.2:Detidn checked for nat1•5 DeTI uplift at 24'os t.eeine.l VERTICAL DEFLECTION LIUITS:LL41/240,TL=L/180 UAX LL DEFL=-0.011'0 -1'- 6.0' Allowed= 0.150' UAX TL DEFL=.0.013'0 -I'- 6.0' Allowed= 0.200' UAX LL DEFL=-0.300'6 20'- 0.0' Allowed= 1.054' VAX TL DEFL=•0.518'0 20'• 9.0' Allowed= 2.606' UAX LL DEFL=-0.011'0 41'- 6.0' Allowed= 0.150' UAX TL DEFL=20.013'6 41'- 6.0' Allowed= 0.200' UAX HORIZ.LL DEFL= 0.105'0 39'- 6.5' UAX H09IZ.TL DEFL= 0.174'0 39'• 6.5' This trust does not include any time dependent deformation for long term loading(creep in the total load deflection. The building designer shall verify that this perauter fits with the intended use of this component. 20-00 20-00 '( T f Design Conforms to main windforce-resitting 10-06-03 .f 9.05.13 9-05-13 10.06-03 system and components and cladding criteria. 7.02-08 6-04-12 f 6-04-12 6-04-12 6-04-12 7-02.08 Mind: 110 mph,h415ft,TCDL=4.2,DCOL'e.0,ASCE 7-05, f Enclosed,Cat.2 Exp.6, USERS, interior Sone,load diration tactor=1.6, 12 12 Truss designed for wind loads 4.00 U-4x6 ".:14.00 in the plane of the truss only. 4.0' 5 .f. U-2.5X4 .3 g• 11-2.5x4 4:5's ROPFeSS, U-3x6(S) U-3x6(5) C N‘GINE"..- U-1.5x4U•1.Sx4 Cr ) ;R tiki a� . �� „ORr.S m o i U-3x10 U•2.5x4 0.25' U-212 5x4 U-3110 y8 lap4,,... y26,19Qa�4�2 U-508(5) A.JO' 7/Z/13 - 1, 1. ,l 1, l 10-04-14 9-07-02 9-07-02 10-84-14 l l EXPIRES 6130115 1-06 40-00 1-06 JOB NAME: LENNAR- 2701 MULBERRY E - D4 a�9AwONN1* Scale: 0.1110 ' p Ve WARNINGS: d.HERAL0011S,tadess Wherein Wed: I. 1.WPMr and exam m=.v should be advisee el as General globs 1.Mb design b based only upon be emanated sheen and b ler an Individual "\\ _ TQ�" Truss: D4 and wmb.s taknaeaenemn conma.ws. badawwmponem.APpecaba,el design orders end proper S.2s4 eempassbnbeb bashg meet MWteled eq.,*sheen.. axesponeon enurement h be NsponatiGy N be bad.designer. 't(`h' s 1. 3.Addaeesl temporary barbgb Won Yabidydubg canoedbn 2.Soden alums lb.bpaM beWroshadabb laterally bacedN I• i DES. BY: LIJ bme,esponsbmy alba erector.Adduonal pommel basing el was end at NY es.roses cerary uNeasboard nueuphex nab length by / DATE: 7/2/2013 beOrval wmwralt,eN,ponsbaoralb*bedngdesgpr. 3.2ooImpactbridping"eetWaalba°lcitae°revag ot:d ealbn°44 teen �,'' • 4.lb lead should he apededb any component N,a alter all bracing end 4.Wbeaeon Neuss b be respenuAaly dexnspscnn eenbat,. iI,7:s SEQ.: 5579821 fasten..ate conesa,.. Inst.,.0100asnyln.d.e,..to,o,a,, 6.Design exumesmisses wbbused baeoncom's.environment . 43. A ?A243 4- design bads be appred b any component. and are br'dry coMpbn-N use. TRANS ID: 372404 D.0ompeTnnhasnocnwlenrandaanm.anoNaponsbeyen. g.wa ,"....ahmbamagasaeappeda.hbe.mdmer.n .' o '414SISI tables on.banding,&Nomad and Installation el components. 7.Peden i¢wxs adeqube drainage is embed. 11111111111111111111111111111 lv�l�� `�InIII��IIII III�II a Thbdesign b nenl.sd.,Abtlbthe GnbOons sal bah by d.Rates shall b. des Yobbo*ebbs,and plated se thee tenter ^���''• S/0NiL I� IItlMa, TPYWrGA In'cm,capbaNM,kn*Gabe&m Med open merest Gras roY,cNe MnJeM center Ines. / S.Oigas bd a.sibs el pole b Inches. 21712USA,Mc./CompuTnn SoRwme 7.6.44125(ILK 10.1ertask sennecbr pile design value's.E3R•1311-ESR-1848µVFW IIIIINUII This design prepared from computer input by JP LUUBE9 SPECIFICATIONS TRUSS SPAN 19'- 6.0' INC 2009 MAX DEUBEN FORCES 4R9/ODF/Cq•1.00 IC: 284 OF 818879 LOAD DURATION INCREASE.1.15 1-2= -36) 54 2-6.(-242) 1490 3-6.(-466)235 BC: 2x4 OF 118BTR SPACED 24.0.0,C. 2-3=-1643)584 6.7.)-158) 763 6-4.( 0)626 WEBS:204 OF STAND; 3-4={({-1240)383 4.7=(•954 247 204 OF 861019 A LOADING 4-5=(-178)200 7.5=(•169) 79 LL(25.0)401( 7.0)ON TOP CHORD. 32.0 PSF TC LATERAL SUPPORT 4.12'OC.NOV. DL ON BOTTOM CHORD. 10.0 PSF 8C LATERAL SUPPORT 4.12'OC.U08. TOTAL 1990. 42.0 PSF 8009181 MAX VERT MAX HOZ BSO REQUIRED BAG AREA LOCATIONS REACTIONS REACTIONS SIZE 60.111. (SPECIES) OVERHANGS: 15.0' 0.0' LL.25 PSF Ground Snow(Pg) 0'- 0.0' -172/ 10090 -152/ 2229 5.50' 1.61 OF(625) Connector plat.prefix designators: LIMITED STORAGE DOES HOT APPLY DUE TO THE SPATIAL i®'• 6.0' -118/ 8114 •152/ 2220 5.50' 1.30 OF(625) C,CN,C18,CN18(or no refill•Ccmputrus,Inc REGUIRENENTS OF IBC 2009 AILD INC 2009 NOT BEING MET. M,M20HS,MISHS,M16•Mitek MT series ICOND.2;Design checked for nett-5 mail uplift at 24'oc a0acinw.I For hanger specs. Si.approved plans DITTOS CHORD CHECKED FOR 10P8F LIVE LOAD.TOP VERTICAL DEFLECTION LIMITS:LL•L/240,T1=1)180 AND BOTTOM CHORD LIVE LOADS ACT NO11-CONCURRENTLY. MAX LL DEFL.•0,011'6 -1'- 6.0' Allowed. 0.150' 1AX TL'EFL•.0.013.0 -I'- 6.0' Allowed• 0.200' MAX LL DEFL.•0.053'0 6'-11.9' Allowed• 0.929' RAX TL DEFL=•0.088'0 6'-11.9' Allowed. 1.239' VAX HORIZ.IL DEFL• 0.017'0 19'- 2.5' MAX NORIZ.Tl DEFL• 0.027'D 19'- 2.5' 10.00-03 9.05.13 This truss does not include any tine dependent T .f defarution for long ten loading(creep)in the 7-00-08 6-02-126-02-12 total load deflection. The building designer 1 shall verify that this parameter fits with the 12 intended use of this component. 4.00 U-1.5X4 Design conforms to main windforce-resisting system and components and cladding criteria. 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•1.6, I1-2.5X4 Truss designed for wind loads In the plane of the truss only. Il-3x6(3) .- h U-1.5x4 N A c to PROFF R c 8 J _, , '►f1k ) '� (w3.3x4 11-2.514 U-3x4 • a_el:: ' i 0 O 26.°' 7/zif 1 10-01-14 y 9-04-02 l 9610JON���J• J. 1. 3 1-08 18-06 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - D5 P•3ONN1� Seale: 0,2590 AV" / WARNINGS: GENERAL 11011S.talnsomenk.noted: a 111'"r O 1.nueder end erection connector MONdbadWsedof.l General Males 1.Thkdngn k based eddy upon b.premed.shown and bbranb&Aduel � ±1 ,A 4," Truss: D5 end Warnings Iran.enwr0rmn sameness. m.5.3 sempnenl.Awacaeay adesgn paremxrs sod prop �, / 1 O 22s4 compo.sbn web bracing must be Wtabdnher.shone.- Ineoryoraeon ofnorryetnro k en nspnsibUy of go WaSra desired. l_ s I. aI�Mrr,gerry bxig b noun daNrydsbg wmtrrtlon 2.Deslpn assures m.M and bottom Owns a be buoy braced00o6 f.. DES. BY: MJ bon.r.sponYharyaftisswid.IddtbnaI err... bracing l s•.a.amahosea.wpaenNwd.nmtwownnhtraaawrpa). DATE: 7/2/2013 the mrasR=o=,.ban rnprrTER of the bva&g&sgnor. 3.leImpaactbrasorinnons dll'bmo or or`b�ms1 bracing mooned con,..o v. sol' 4.lb loadsherdds.spored to say sermon.soli ager aearang end 4 rsbawn of Web prnsp.nsSiy a eunsp.ern.contractor. "t • %f `..., SED.: 5579822 asts°.arocomp..e.amahwwnshawdanyloadspnrrwn 5.wsg . n;mon Mum we rwta.dInenen-m.6.enrowrr 24243 design leads be sopas6 b eery component and ro/Warycndbon•of n.. TRANS ID: 372404 S.CompuT has MOM 0.randeelrws no..spans.�/eesr tD"t..r.s rws.amnatp aepprb,nnm.wmnr.yl.■ A. �EDIST R��''\�/�(" rarkaeannhondig.Mpm.N and Wbheon of components. 7.l....nrn.a adeautl.&smog.b prided. .. SIONAL s^ II ILII Ip�'I� a.This deg kamkhodsubject to tar...nom set fob by O.Pbbs shall bo bcatedonn both taws oftruss.sad pbcedu haaNsr 7/if /i/I'' �UI1P1IIdlllllhllllI 11111 loll blinkk USA,InWc,CompoTna Softare 71.copies of nfitch val. 6.4.6p5(IL}Eed upon k Ems coincide.vallijolot center Ines. no.Fe w:con b Aledosgnn Woes ser ESR-1311.EER-laaapanea) I/ t E 111111 This design prepared from computer input by JP LOUDER SPECIFICATIONS TRUSS SPAN 2'. 0.0' 'COND.2:Oesian checked for nett-5 oaf)Vplill al 24'0c spae TC: 224 OF 0)0BTR LOAD DURATION INCREASE.1.15 dg'� 'BC: 224 OF 119510 SPACED 21.0.0.C. Design conforms to main windforce-resisting *501:224 OF STAND system and components and cladding criteria. LL LOADING IC LATERAL SUPPORT<•12.00.U011, (25.0)f D1( 7.0)011 TO P CHORD. 32,0 PSF Wind: 110 mph, ha15ft,TCOL•4,2,8r01,6,0,ASCE 7-05, L DU BOTTOA CHORD. 10,0 PSF Enclosed, Cat,2 E2p.B, OURS, BC LATERAL SUPPORT<.12'0C,UON. TOTAL LOAD• 42,0 PSF interior 2one,load duration factor•1,6, Connector plate prefix designators: 12 Truss designed for wind loads C,CO3CIB,CNtO(or no prefix)-CoapuTrus,Inc LL•25 PSF Breund Snor(Pg) in the plane of the truss only. U,020HS,N18HS,U16.VITek UT aerie. 8.00 LIUITEO STORAGE DOES NOT APPLY DUE TO 7HE SPATIAL quires continuous Note:Truss design re REOUIOEUENTB OF IBC 2009 AND TRC 2009 MOT BEING NET. bearing wall for entire span DON. ABO CHORD CHECKED FOR IOPSF LIVE LOAD.TOP AND BOTTOU CHORD LIVE LOADS ACT pON•CONCURREIRLY. U-1.5x4 AP Ili rso 0 0 o o IMIIMIIIIII of II-2.5x4 11.1.5x4 45NEp PR0p -5 GiNfiR. -2 1 . 0• ea , qtb y y y 0 Gl)'26.‘Co 1-08 2-00 SOA.JO 1 • 7/x//3 EY.PIR1°S 8130/15 JOB NAME: LENNAR- 2701 MULBERRY E - F1 ��pPwONN�20� Scale: 0,9199 �+�7!� WARNINGS: GENERAL NOTES,anleueMnb•ebd: �'"./ Q I.Mat and motion a«Gann shoutlba addaed of all General Nobs I.Tib design Is basad orgy upon*.Parameters Moven sad is M an atliNdual ‘1 ,/ ,� a ,A Truss: F1 and Warnings sZ gs ben construction cembudding componentMsichrgy wthign P........1 Progr 2.2c4.«er.Ohvnh laming mute luta ea Oohs er®morabanof omm. &me respond/4 w w bunting bans.. . DES, BY: L4J a.Addmersol Who.,booing b Maur.starry Axing.enMuclbn 2 Gsslanavuea he lop and heltemnr«d•b be thusly ivx•an IP v- . blh.neronam2ry haw ender.AdGYenal pmeen bah,w 2'no.and noeNat SG•.c.r•pecanN oaths brachW ch .uaM,a FM length by 1:0DATE: 7/2/2013 G.onemeawanbnnnaronslesyalUNbulling Onignar. 2 abaseng or NGbracch as wgnquinedsood ha show«arr«aaecl. 4.No bad shout baa Wpm of flnbO.alhxbaey.Ied venrsMa hobnob. 1 � ppbd nary cmpeneM.ey anneal Wachs l lenbtlonww,s title nsgons o..daa r.apeAve conbadhn. 'et "' SEQ.: 5579823 nsanarsarecomp,.and atnolineshouldanyloadagna«wn s Desynsonsawas.sanbh•merlin•n«..«row•mnironnrn 3.4243 • TRANS ID: 372404 design bads noaPPsedbmyoompeen alarse alymnaeen-wraa. $0��� S.Domani.has no cannel over and assures no resroruLay for. a-nttga.n` anheahg G 0 WIWI.shonn.slimaa.dae a S.S.. hhhas•a ihang..NOmen and hnnea6on a compohnts. 7.M:r u'rmeaad.pata drMrag.V &This design bhmtehed soh...tin halation.sat Fhb by O.Rath Mag b•heath on bons cat of Vasa.:M Fisch so heir moor �/�J� Jvhva. IHIIN1111HOIHIUHglllll llllHT.*USA,Inca/CompuTenSof are 7.6.4-SP5(10-ESI,hails of ahich ail bo hanithest hen M alFrbasic omad«Pland•sienuoa...wESR-1a11.Eoe.,asa(Whin I.Ones Nara.she apish bbrMs. 11IIIBpp g NII This design prepared from computer input by �I1189C U JP LOOSER SPECIFICATIONS TRUSS SPAN 2'. 0.0' IRC 2009 VAX VEOBER FORCES 48A/GOF/Cq=1.00 TC: 2x4 OF 0108TR LOAD DURATION INCREASE=1.15 1.2=(-66) 94 2.4=(-57)35 3.4=(-120) 104 BC: 2x4 DF 810810 SPACED 24.0'O.C. 2.3=(-133) 136 WEBS:2%4 OF STAND LOADING IC LATERAL SUPPORT o-12'0C.DON. LL(25.0)I0L( 7.0)ON TOP CHORD= 32.0 PSE BEARING RAX VERT VAX HOBZ BAG REQUIRED BRA AREA BC LATERAL SUPPORT<=12.0C.DON. OL ON BOTTOR CHORD• 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) TOTAL LOAD• 42.0 PSF 0'- 0.0' -83/ 426V -58/ 42H 5.50' 0.68 OF(625) OVERHANGS: 18.0' 0.0' 2'- 0.0' •87/ 61V •58/ 42H 5.50' 0.10 OF(625) 12 LL=25 PSF Ground Snow(Pg) Connector plate prefix designators: 8.00 C,CN,C18,CN18(or no prefix) =CaepuTrus,Inc UNITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL '$SND.2:lesion checked for moll-5 Osfl uplift at 24'ac snacina.l V,V2ONS,V18HS,N16•Wok NT series RESUIREDENTS OF IBC 2009 AND SAC 2009 NOT BETAS RET. VERTICAL DEFLECTION LIVITS:LL=11240, TL-L/180 1 For hanger specs.-See approved plane SAX LL DEFL•-0.011.0 -1'- 6.0' Alleged• 0.150' BOTTO0 CHORD CHECKED FOR IOPSF LIVE LOAD.TOP BAX TL DEFL=-0.013'0 -1'- 6.0• Allowed= 0.200' A00 001100 CHORD LIVE LOADS ACT 900-CONCURRENTLY. 11010 IC PANEL LL DEFL=.0.008'0 1'• 0.7' Allowed= 0.103' U-1.5x4 NAX IC PANEL TL DEFL= 0.007'0 1'- 0.1' Allowed= 0.154' VAX HORIZ.LL DEFL• 0.000'0 0'- 5.5' DAX H0012.TL DEFL• 0.000'0 0'- 5.5' All This trues doer not includel any time dependent defamation for long term loading(creep)in the total load deflection. The building designer shall verify that this p ter fits with the c intended ore of this component. c Design conforms to main windforce-resisting system and Eelponents and cladding criteria. Wind: 110 mph,h=15ft,TCOL=4.2,BCOL=5.0,ASCE MS, r-s- Enclosed, Cat.2 Exp.B, VDFAS, o interior zone, load duration factor=1.6, in thess dplaneeofthe d for mind trues only. or ., a y 5.2.504 0.1.5X4 5ikEp PROP S aG%NE'F �% Cr Ilk t 1 rid; 1 OR' g m •K:2' vG4Y26.'s U' I 1-08 b 2-00 y 9`0A.3° 7/2/13 7/2//3 EXPIRES 613011 • JOB NAME: LENNAR- 2701 MULBERRY E - F2 P•J0.114, Scale: 0.9199 wARNneaa: GENIRAL NOTES.Wass*Marais. /.roa W !r Q,/ I.Said.and medanaaadar should be atuadafaa OanuINoab, 1.This d.son based only upadM panmabn she.,and b for an individual 7t a" "(I,. Truss: F2 and We,ebas balm sonslnAdan commmas. budding compowM.Applicably of design paamdan and papr • { p 2.2c4 cempassionxW boding muslin Yubmad,00 shown.. bcospomaon of canponom b dw ngwnsa f of eh.buIBaasgno. 'has4.1-::', j+. 2.Design assumes awl red beldam chards aid v- 2. DES. BY: 1A.) s.Add-tonalandoary bracing b knand,alp aatgcondmea.r Yay.and,c teae...pefadhp Weld bnadlM MdewtM pin bar baa napam0eomuebbly .w.b..Rau,fle,Pemwnd badnad sundown shnasine sod.otraadsMaddng(aC).ndrwdawdRC). / (.•.., DATE: 7/2/2013 the onnlabuab.n b a.rs.penarV eas.o bmdg desgn.. a 2s Impact bridging arwaraf bossing ended wax*show.... , 4 No loadahoW ba appaada'm component any loads and 4.t.W,...ebass b lMnspwbidy of Manapecrmcorvacbr. •G7`3 SEQ.: 5579824 baau.amconsnalssod M,wmnwuldanyloads romanun 5.Nolanammoawes sanabeuewbaneo-�am.eneannwn. • 24243 angnbads M swami b am'component. .ed aro MYry Mbea'sluzo. a�.� �(a TRANS ID: 372404 s.Dempu7ns has no conga ova and sums.,no napoma for Me 6 Da"Vs.usw.ws ba MaM1q N=asapam.down aNm erawd2*1 fabdneen.Meabg.shipment and bwabaean ofcanoan.na. 7.Design awno adequate dotage Is provided. y�"aaiSTEl<G INIIN�NI 1111811 II IIIIIIIIIII This desgnNUnhand subjMbgeamWanssdbNsy a Paa.aboabe Baledonboil aa.afros,sod pbwdaahat cantor �/�/( S/ONr,v TabWrCAb BC51.copies dwhkA cal be furnished upon m.o. Saes coincide MN fol c.narbws. (/ Weir USA,InciC Trus Software 7.SA o.FoOr bask kcen du apbtd.gnvae. g.slpll -SP3(1L}E IL For WabcamsabrpalsloIYpnvarea sae EBR-1311.ESR-18511(1An'ea) • 0111311 This design prepared from computer input by JP LUBBER SPECIFICATIONS TRUSS SPAN 5'- 0.0' TC: 204 DF t18RTRIRC-209 6 949828-(-97) 4B3-4'(-1461.68 BC: 2x4 OF 116811 LOAD DURATION INCREASE0•1.15 2.3-)-66) 84 2-1=(•97j 75 3-4•(-146)68 " WEBS:284 DF STAND SPACED 24.0'0.0. 2-3=•1151 186 LOADING TC LATERAL SUPPORT d=12'OC.UON. LL(25.0)40L( 7.0)ON TOP CHORD• 32.0 PSF BEARING SAX VERT SAX HOPI 306 REQUIRED BIG AREA BC LATERAL SUPPORT d.12.00.5011. EL ON BOTTOU CHORD• 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 50.11. SPECIES) TOTAL LOAD- 42.0 PSF 0'. 0.0' •771 4440 -98/ 111H 5.50' 0.71 SF(621) OVERHAIIOS: 18.0' 0.0' 5'• 0.0' -39/ 1940 -98/ 111H 5.50' 0.31 OF(625) LL•25 PSF Ground Snow(P0) Cooeectar plate prefix deaf nators: f C,CN,CIB,CNtg(or`o pDrefix))•CompuTrus, Inc [EDITED STORAGE DOES NOT APPLY ORE TO THE SPATIAL 'I' ., ' ' ' ' ' 11.112016,111803,1116S1Tet UT series REOUIOEIENTB OF SRC 2009 A110 IRC 2008 HOT BEING BET. ,VERTICAL DEFLECTION LIMITS:LL•L/240,TL=L/180 '•For hanger specs. -See approved plans BAX LI DEFT••0.011'9 -1'- 6.0' Allowed= 0.150' BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD.TOP DAY TL DEFL•-0.013.I -1'- 5.0' Allowed= 0.200' MIO 80TTOO CHORD LIVE LOADS ACT NON•CONCORRENTLY. UAX TC PANEL LL DEFL•-0.084'8 2'- 3.6' Allowed• 0.344' 5-00 VAX TC PANEL TL DEFL•-0.017.9 2'- 5.5' Allowed• 0.116' o f T VAX NORIZ. LI.DEFL• 0.001'0 0'- 5.5' 12 SAX NOR1Z. TL DEFL a 0.001'8 0'- 5.5' 8.00 17 11.1.5X4 This truss does not include any tine dependent deformation for long term loading(creep)in the total load deflection. The building designer I shall intendeduseofathis this eospooenter fila with the Dulgn conforma to mafa windforwe-nsisting systa and companwh and cladding criteria. Wind: 110 mph, h•151t,7COL=4.2,BCOL=6.0,ASCE 7.05, Enclosed,Cat.2 Exp.B, MRS, c interior zone,load duration factor=1.6, c Truss designed for wind loads to the plane of the truss only, � n at JR: 0 11.2.5x4 11.1.5x4 1 • ��4tiDFROF�ci W ZC rk iti3),..4 I '.R i 0. e• al y 1-06 )' 5-00 l O ✓G41"26.�9� .0 -/��DA. irA4'7/Z/l3 EXPIRES 6130/1 JOB NAME: LENNAR- 2701 MULBERRY E - F3 a�pa10NN,� Scale: 8.5662 rr��� wAPH1110: SCHISM.Moles,u,Mssem.n sambt Li.,w,;,,,.Wm 0 1.colderand n.ceon oho►xbr should be adviMaee Gamut nota 1.ion.design 4 basal only upon S. hon Mo.snI C bf.n 6dIMv.l '�C11'' 5. .7i Truss: F3 and wining,Wore aommasn.n n,nmm�a. wwnn • / 7� emadeg s on elco.Appb•the n spews wnnwbn and prow }.+ 2.A4 oN uslon mbbaciw must hohwbraNwh.n sho•n s. bm,wnd.oaaonpapa nsp 60 55 MbWdnig d.,bmr. [� s.AddWrwinnpenry ba Wpb ban YahTdydni,poonaWtlbn 2 Ms*•ssums au by and been chords le b•lawny&aced* •(�� : x DES. BY: 6U 5m.mwma,adra neender.Adaaamf pans* el a•..e..nd nme.=.raewaeag wins Inawaum,yh.rueb try , DATE: 7/2/2013 9,e.s.rae.b.dmr.ha»,m hennous»eednasuchwpywoodsbamayllganvordrynay(eq. 4.No badWhoaldba p°nsewon nbi.4115•4im.. 3.lc Ipaaaddp„9sem nl bracing,aprxad sta.hep.shown.. ,.��, ppNd b any salmonadw01Ow a•.s,iy and 4.us. sn0butt NYnruaemuwBadll atlas nspecdNe cnnadbr. SEQ.: 5579825 ft.--•....Pleb 4.4M..hon Meow ony bad•9..5,than E e..ipn.saurm•esu.woo be mud b•non-correstre•nMnnnrM, .4243 design bods b•appaad le any c.npen•nb aha an row•dryca,ane,r ef,n.. TRANS ID: 372404 a.a.wwT,mshasnoew,eaova.andasw..,no&p olowspoo,oeo,rwx• e'M aryw"."1*"..".a•pPpeda,N,dnW.n.sabe.w. x O "lS1ER Hp1 e.Td d.,hobA ish,,1**YN ku.rmlaWn set forth M s:PPllatess4WwI•.d WM Ha:IWos,sSpbnd u moon none, '35'O IIII��Om III IIIII��IY1Iffi III 1ATek USA,hlc./ConpuTlus Software 7bhod open request_ In•s caln•Id•wIth Jekt eq.,Ines. 4SP5(IL}E lo.For Wek connector maw eeslanvalmsme E5R-1311.E05-ISee9.lTeb) /x/� ,. �� IL DW4b6ulesb.apsO in loam EI 1Bg�Y11111 This design prepared from computer input by JP LUV6ER SPECIFICATIONS TRUSS SPAT! 5'- 0.0' IAC 2009 VAX VEUBER FORCES I111/60F/Cq=I.OR T6: 204 OF 11161A LOAD DURATION INCREASE=1.15 1-2=(•66) 94 2.4=(•97)75 3-4=(-146)68 j SC: 204 OF 6168TR SPACED 24.0'0.C. 2-3=(-145) 166 WEIS:204 OF STAND LOADING TC LATERAL SUPPORT 0=12'0C.UON. IL)25.0)4DL( 7.0)OU TOP CHORD= 32.0 PSF BEARING SAX VERT VAX HORZ BRG REOUIR0D MIG AREA BC LATERAL SUPPORT 0=12'0C.UON. DL ON BOTTOM CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 80.I11. (SPECIES) TOTAL LOAD= 42.0 PSF 0'• 0.0' •77) 4446 -96/ 111H 5.50' 0.71 OF(625) OVERHANGS: 16.0' 0.0' 5'- 0.0' -39/ 1649 -98/ 111H 5.50' 0.31 DF(625) LL•25 PSF Oround Snow(P9) Connector plate prefix designators: C.I. C,CN,C18,C!!ia(or no prefix)=ConpuTrus, Inc LIUITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Y,Y20HS,g1SHS,616•6iTek HT series REOUIREUENTS OF IBC 2000 AND IRC 2009 NOT BEING BET. VERTICAL DEFLECTION LIULTS:LL=L/240,TL=./160 as For hanger spats. -See approved plans BOTTOU CHO65 CHECKED FOR IOPSF LIVE LOAD.TOP VAX LL DEFL=-0.013'9 -1'- 6.0' Allowed= 6.200' YEL LL DEFL a-0.094'@ •1'- 5.0' Allowed= 6.200' MID BOTTOM CHORD LIVE LOADS ACT NOU•CONCUBBEITLY. UAX IC PANEL LL DEFL=•0.064'@ 2'- 5.5• Allowed= 0.244' VAX TG PANEL TL DEFL=-0.067'@ 2'- 5.5' Allowed= 0.516' _ 5.00 1' VAX PORTZ.LL DEFL= 0.001'@ 0'- 5.5' 12 VAX HORIZ.TL DEFL= 6.001'@ 6'- 5.5' 6.60� 1.1.5X4 This truss does not include any time dependent defaraatioa far long term loading(creep)in the total load deflection. The building designer J shall verify that this parameter fits with the intended use of this component. Design conferee to lain windforce•resisting system and components and cladding criteria. Wind: 110 mph, h=1501,TCOL•4.2,BCOL=6.0,ASCE 7.05, A Enclosed,Gat.2 Exp.B, UBFRS, o interior tone,load duration factor=1.6, Truss designed for mind loads o in the plans of the truss only. as 1,- o ,(+ i[ -s '- " rip PROP 0.2.5x4 li-1.554 \y��R iN FS6e4, e•G Bic �ORp6N41 e 1-06 1 5-00 l d 60-26,',9AST- '•74? 0Ai *$ . 7/2/13 EXPIRES 61/30115 JOB NAME: LENNAR- 2701 MULBERRY E - F4 Scale: 0.5662 ��r1// I,.1!10 WARNINGS: OCNERALNOTES,eWssolbamh=noted: �;�j 77' ,,d I.eWd.rand erection mN,a,torahoWd be advised OM General Naga I.Mb design b based only upon a parameters slam end Is for anbadhduaI �e{ .A 1, Truss: F4 andAbmuoo ay:before eenaon,==sr s component baling componeApp&abay oldest',panned.and eloper i' '1. ,`1 Q 2.244 compression web taming melee Installed Mete shovel,. aaaToranon el arnpatn b ole nepotbuy a lot beetling deser. •V` TT bat { a.Addw.mltarrgerary bachyNbun abaety during anaudh.n 2 Design assumes the fop sal bottom shads b be fatefully hood at DES. BY: 1+U bore nsp=nnLay et ne erecter.Addmmipannanedbraray et Y..c.M chest..e.r.sp ch es3iywue=sswaodnwwnouln•b Nnpnq Ne overall seeds/rots the nspotbxcy afineb.eo a =e9,a9es,Maednpsua,#9000ing meeaa,,hen a9aon•byrne(B�. l` .. - DATE: 7/2/2013 4.No load sheuu be appeal to any component ane antra bracing and 4.wNnea'c.edon INS.wspons Hued=nsflc ann.., .,i 1,/: `^ SEQ.: 5579826 fasteners ars complete and at nog.,sh.ud any leads pester than 5.Melee assumes busses m.N be used In a noeromYnenotonment. 24243 design bads be appMd N any competand an loo�edry whdwpn'et use. '1 �(1 TRANS ID: 372404 s.c,,,,,...„,.„..........,..,..,...............,,..... a Da vol' MIblid09*IaaSwwmahor &Ono,wedge II O katSTE1: tamkaan.handby.Women' 0enpen.nh. T.Ms..na adequate drat/lane a,Hed. �I n ufl qI'N I e.lnhdesign 0Nrnishedsubject t.fab,naaetsal Soak byIPNhssbalbelentedabouhasofnuss.andplaced selbabanter 2/i/I S/OVAL IMll I VIII IIDI IIIiI OIII IIW IIII A6Tek USA MTPUWIVA In ecsh.aWa awhvd,aa h.tambha0 upon rsm.a st=aved=n Mee elpanNreche _ m.Dteschdeie ehobt cetebnes. /ConpuTrus SoM2ra 7.6.4-SP5(1L}E 10.Far baskconnecter Nato deign Indus's.EER-1311.ES INC dARah) 3 11111110 This design prepared from computer input by JP LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' IRO 2009 .64)L1AX UEUBEA FORCES 070/6.3-(S)1.00 IC: 24 OF 615910 LOAD DURATION INCREASE•1.15 1.2=( 94 2.6=(.25)207 6.3=(0) 173 BC: 294 OF 0159TR ( ( • WEBS:204 OF STAND SPACED 24.0'O.C. 2.3••321) 111 fid•-ZS 207 IC LATERAL SUPPORT•• 1) 7.0) 1211C.UON. LL(25.0)00LOAD4.4=(•324) 111 BC LATERAL SUPPORT.•12'0C.U09. bb TOP CHORD= 32.0 PIP 4-5=( -BA) 84 L on BOTTOU CHORD= 10,0 PSF TOTAL LOAD• 42.0 PSF BEARING SAX PERT SAX HOAZ BAG RE0UI9E0 BAG AREA OVEmIWIGS: 18.0' 18.0' LOCATIONS REACTIONS REACTIONS SIZE 50.11. (SPECIES) 11.1.504 or equal at non-structural LL•25 PSF Ground Snow(Pp) 0'- 0.0' •62/ 5070 •84/ 94H 5.50' 0.01 OF(625) 8'• 0,0' -82/ 507V -64/ 840 5.50' 0,81 OF(625) Vertical members (son). LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Connecter plate prefix designators: REOUIREUENTS OF I8C 2008 AHD IRC 2009 NOT BEING 001. p psoiiw,J C,CN CIO,CN16(or no prefix)•ConpuTras, Inc BOTTOM CHORD CHECKED FOR IOPSF LIVE L0A0.TOP VERTICAL DEFLECTION LI9LTS: 11.1/240,TL.L/180 8,32000,015HS,U 16=UiTek MT series AND 80TT06 CHORD LIVE LOADS ACT NON•CWICURRENTLY. SAX LL DEFL=-0.011'@ -1'- 6.0' Allowed• 0.150' SAX IL OEFL=-0.013'8 .1'- 6.0' Allowed• 0.200' VAX LL DEFL••0.011'9 9'• 6.0' Allowed• 0,150' 4-00 4-00 VAX TL DEFL•-0.013'0 9'- 6.0' Allowed• 0.200' I ( T SAX IC PANEL LL DEFL=-0,016'@ 5'• 9.2' Allowed• 0.276' VAX IC PANEL TL DEFL=-0,017'@ 5'• 9.2' Allowed• 0.413' 4-00 5-06 12 12 SAX IIORIZ.IL DEFL• 0.002'9 7'- 6,5' 9.00 p u0-4x4 .. J6.00 This truce dfor not include any time dependent deforS 4.0' total lead for long term a building (creep)in the total load deflection. The building designer U-3X6 gi, U-3x6 shall verify that this parameter fits with the intended ole of this component. Design conforms to main windforce-rasistieg aysten and components and cladding criteria- 0.1.5x4 Y-1.5%4 Wind: 110 mph, 11 15ft,TCOL•4.2,BCOL=6.0,ASCE 7.05, i. Enclosed,Cat.2 Exp.!), USERS, ,4^ interior zone, load duration factor•1,6, ill, Truss designed for wind loads 0-3%6 In the plane of the truss only, 0.3x6 Trues designed for 412 outlookmrs.2.4 let-ins ^ of the same size and grade as structural top �'(' .� I e chard. Insure tight fit at each end of let•in. $ �� �� Outleekers must 8e cut with care and are$ permissible at inlet hoard areas only. U-2.5x4 0-1.5x4 0-2.5x4 �� D PROP$4, 1 ��3 aG1NFF, o 1 li 4-00 4.00 IO-Ion , J. (-06 } 8-00 (-06 } d,3,1. 26. ,`Q= SIA.JOHN:7/2//3 EXPIRES 6130116 JOB NAME: LENNAR- 2701 MULBERRY E - G1 finale: • D.5826 N.JOl/N1� WARNINGS: 0590ML 210180,tubas atomise naiad: ���b��^(t`<-'rlO 1.Snider and.1.1i011 contactor should beedvbed of u General Nabs I.We design la basedenly uponmepaanobn Own end o Wan Midden '.�/ It .A s�... Truss: G1 and Wanaps baron senmarmn commence.. waana sandenems.Ansx,o�r a(design parameters and proper x 2.244 compression rob bracing muel M WleNd dhereshaxn., nnyane•n al cendonea b the amponsbYy Y me buad,g designer. DES. BY: MU s. bracingAddinnaltemporary lallou nal d.swanw,aron 2.Design anonym uabp.ndb4 004esemadecw.yr.s.a« i'. bme'nponst�of me ender.AdOaN'pemana Waning of 2.cc and at idea.raspedvaNueddhnndevaughmegun bnplh by DATE: 7/2/2013 1M ewne abudunla the nide. N.OsNd abatOelewbeafd7eoadabaaminy(Tbaacerordyvanef.T. - !�'ansafangdear.. 3.Sc Arial brides a lateral brig required W...hewn.♦ '- DATE: No badababs NappG.d a any condoning soon Mar al bracing end 4,Imfftlon dtruuboe aaponbity Oft wngeM contemn. .•� SEQ.: 5579827 hiliten are candied am d nom.waw ay law sasbr Nan S.Design wens Imams as,b be aced m a mo-caarre amaantant. Qom! E 24241 • y� design bads a sppeadb any aampement. Mas lar dig amend'of use •Q �`I R" TRANS ID: 372404 5.CempuTas has no wand war and assumes a.reapana6fy WON B.Desgnaaum..hdbaaneal...."1*slwsn wNmoee4g.i nT rsbrk wn,handing,erop,nd and belausen elcanp.n.as. 7.Dedgnssunned ed.:ale drainage b p0waa 'ONA4F"' n m I.This dodge bhsdsMd subject le In b,dbuena al NM by 3.Plebs AO 5.looted en boe,fmes of buns,and pbwdn5 ad., a, / IIIl nlll 1�IYNIOMEN' 7PIAANCA In SCSI.nooks of Mich nil be Anntallad upon 591 USA.h,oJCompuTnla&aware 7.6.4-OP5(tL)-E� A.PorbeeIfina i ce.plate Henna .,me ESR-ban.ESR-1S38 7/i/1/ ' ' . e bgasbrdwleW.dOWeb Fcba. 1111111111 This design prepared from computer input by JP LOOSER SPECIFICATIONS TRUSS SPAN 0'- 0.0' IRC 2009 YAY YEVBER FORCES 410/00F/Cq=1.00 TC: 204 OF 010870 LOAD DURATION INCREASE=1.15 1-2=(-43) 83 2.5•(-64)200 5-3=(0) 173 BC: 2x4 OF 0188TR SPACED 24.0'O.C. 2-34-3241 150 5.4•(-64)200 WEBS:204 OF STAND 3-4.)-3211 135 LOADING TI LATERAL SUPPORT 0.12'0C.UON. LL(25.0)40L( 7.0)ON TOP CHORD= 32.0 PSF BC LATERAL SUPPORT e=12'0C.UON. 6L ON BOTTOU CHORD a 10.0 PSF BEARING UAX VERT SAX 0082 BRG REQUIRED SRI AREA TOTAL LOAD= 42.0 PSF LOCATIOIIS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) OVERHANGS: 12.0' 0.0' 0'- 0.0' -74/ 467V -77/ 7511 5.50' 0.75 OF(625) LL•25 P6F Ground Snow(Pg) 8'. 0.0' -43/ 3344 -77/ 759 5.50' 0.53 OF(625) Connector plate prefix designators: C,CY,CI6,0116(or no prefix)•CoepuTrua, Inc LIYITE0 STORAGE DOES HOT APPLY OUE TO 7HE SPATIAL �CONO.2:Deatgn checked for 0et1.5_PEf11101ift at 24'0c ERAR100,� Y,Y20HS,Y16HS,U16=YLTek YT series pEOUIREYENT4 OF IOC 2009 N01 IRC 2000 Y0T BEING NET. VERTICAL DEFLECTION L1017S: LL.L/240,Tl=L/1S0 BUTTON CHESS CHECKED FOR 10PSF LIVE LOAD.TOP VAX LL DEFL•-0.002'@ -1'- 0.0' Allowed• 0.100' AUG BOTTOU CHORD LIVE LOADS ACT NON-CONCURRENTLY. VAX 11 DEFL•-0.003'0 -I'- 0.0' Allowed• 0.133' VAX IC PANEL LL DEFL•-0.014'0 2'• 2.0' Allowed• 0.276' 4-00 4-00 SAX TC PANEL 7L DEFL.-0.015'@ 2'• 2.0' Allowed- 0.413' I 1 / SAX NORIZ.LL DEFL a 0.001'@ 7'- 6.5' 12 12 YAX NORIZ.TL DEFL= 0.002'0 7'- 6.5' 8.00 p Q 6.00 IIU-484 This truss does not include any time dependent deformation for long term leading(creep)in the 34.0' total load deflection. The building designer shall verify that this parameter fits with the Alit11114) _ intended use of this component. Design eeoferu to eel:wim(foree-resisting systee anA eaeponents and cladding criteria. Wind: 110 eph,N=15ft,TCDL.4.2,000L=6.0,ASCE 7.05, Enclosed,Cat.2,Exp.e, UMFRS, into zone, load duration factor=1.6, Truss deelgned for wind loads 10 the plane of the truss only. ;ill „- g,A is g-2.584 U-1.504 U-2.584 �op PROFFarSj tY 111(11r, ( } 4-00 air ) 4-00 / 0. 11"Get, 1 l b 1, vG4r26.A,9 45. 1-00 8-00 12.:9,u,„ ,ra�� 7/2//3 EXPIRES 6130/15 1y JOB NAME: LENNAR- 2701 MULBERRY E - G2 Scale: 0.5377 ati�PwJON7� WARNINGS: GENERAL NOTE&.smbs e6wlnLe Wed: Ilk e f Art We WARNINGS: I.Bgskr and erode.contractor should be advised MA Gemmel Notes 1.lab design Is based only upont pannwbnehennand a nor en Indrkud • �` {+. T�-p Truss' G2 andwembae before ca o0=.ucn newsman buddy convened.AOPac.aNy ddesyn parameters endpaper \!' ' 2.2s4 e0Weacsknvnb bracing must be beetled Wan shorn s. kempomien ofconpen•rl b OwnsponsbWefeweeeGna detone.. ' I : x a.AdddbNl briprary backpb Nun Nabeiy dwkp...GM. 21Anyp,euwna me asp end betbmehordebbabWaly baud ,� vi DES. BY: MJ bthonsp*nskWofReerecter.PeddfowlMwa<bpel 2.es.end aelfte.e.reseeded/wlessbraced wenmwreaeNNng,�dNhby permuted continuous shosedg such as plywedshmein.. )ander drywale6C). /-. DATE: 7/2/2013 the we'd l,owwnbmenenyeo el Gsbwdngd.chlor. a.2ah,oOea.II guWeal Prec nscaednhreslw...• el ., 4.Ile bad ahead be ended teeny component wet defog bran and 4.bstabSoe el Wm Is the respond/Ay a Om reaped/yeoonOe00 SEQ.: 5579828 fasten..are ampleb and at no Ms*band any Pads yeabrMan 5.Deeynassumes Imams re bb used b a mmearndra embenmeM. 24243 Milan bads be ended b soy component end en foe./cendeen'of use TRANS ID: 372404 5.Compares hasno...loverandassumesnonaprna,lyforMe '0.Mn.sswrasMbaaM1gota...PP.'ho.'"..rre4aex `11) 1111STE0 bon components. e.tw ask WAN,. �a w)a lo r�olia •seedenthbV e';Ia. .hu be kc annbdes.�aker1 nd placed see,eu=enter 7 C.1S/0NA1- 111111111111111111111 TPN•yrCAkSCSI,wpbs N.MiN reel be hmklred Won request 9 6b dm of00InInewe (/��� hSTekUSA,hlc/Cnnpu7nnSoft ue 7.6.4SP5(1L}E *0 For bask eaneedm plan designee/um see can-ix11,Eae-leas(MIT•a) Vigil This design prepared from computer input by 11 AAR AA JI• 1UNBER SPECIFICATIONS TRUSS SPA! 8'• 0,0' IRC 2009 VAX VEUBER FORCES I11R/GDF/Cq•1.00 ' IC: 214 OF 0181TR LOAD DURAT109 IIICREASE=1.15 1.2.(.334) 158 1.4=(-B3)210 4.2•(0) 176 Ittl BC: 204 OF II88TR SPACED 24.0'O.C. 2.3=)-331) 158 4.3=(-B3)210 ' WEBS:204 OF STAND LOADING TC LATERAL SUPPORT 4.12.00.U011. LL(25.0)001( 7.0)011 TOP SHO4D• 32.0 PSF BEARING VAX VERT VAX M0R2 SRO RE00I0E0 BRG AREA /C LATERAL SUPPORT 4=12.0C.VON. OL ON BOTTO9 CHORD• 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 00.16. (SPECIES) Connector plate prefix designators: TOTAL LOAD• 42.0 PSF 0'- 0.0' -47/ 341V -75/ 72H 5.50' 0.55 OF(625) 7'•11.5' -46/ 3310 -75/ 72M 3.50' 0.53 OF(825) C,CN,ClI,Ct118(or No prefix)=Co.puTrus, Inc LL•25 PSF Ground Snow(Pg) U,Y20MS,Y18HS,Yt6•011.1 YT Serle* ton.2:Oealan checked far net/-5 OFfI uplift at 24'oc matin.) LIUITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REOUIREUENTS OF IBC 2009 AND INC 2009 NOT BEING VET. VERTICAL DEFLECTION L111110:LL•L/240,TL=L/180 VAX LL DEFL= 0.000'0 0'- 0.0' Allowed• 0.004' ' BOTTOS CHORD CHECKED FOR 10PSF LIVE LOAD.TOP OAT TL DEFL• 0.000'0 0'- 0.0' Allowed= 0.006' ANO B0TT06 CHORD LIVE LOADS ACT NON-CONCURRENTLY. VAX TC PANEL LL DEFL=-0.012'6 5'-10.0' Allowed• 0.276' VAX IC PANEL TL DEFL=-0.014'0 2'• 2.8' Alloyed= 0.413' i T 4-00 { 4-00 f VAX HORIZ.LL DEFL=-0.001'O 7'- 8.0' VAX 110RIZ.TL DEFL• 0.002.0 7'- /.0' 12 12 11.00 17 Q 8.00 This truss does not include any tie*dependent ' 1111-4x4 deformation for long ten loading(creep) in the 4.00 total load deflection. The building designer z shall verify othat o athis icomponentsr fits with the intended ale �� ' Design aantoras to main widforce•realsting systo and aoaponents and cladding criteria. NIN Wind:110 mph,h=15ft,TCOL=4.2,8CDL•6.0,ASCE 7-05, Enclosed,Cat.2 Exp.B, VOFRS, interior zone,load duration tactor=1.8, Truss designed for wind lode in the plane of the truss only. o o 0 r_41x Amo o , 4 �3 U-2.514 U-1.5x4 0.2.5x4 -,*k PROF�cSo oNFF, a2 } ) l tk/1♦"I I /i 4-00 4-00 ' • 1 • 0.W 7-11-08 0-00-08 .1.,0 b - 8 OO i c, N28.NC3 ASST 1.470A.JnkaNk'7/2/l3 EXPIRES 613011 JOB NAME: LENNAR- 2701 MULBERRY E - G3 � pi ( N. 0HN,� Scale: 0.501 +1 Weelmps: GENERAL NOla$unless chemise nerd: a 1..t.: � I.Bueder and.nOe,0onbacter should be advised elan General Notes 1.Thr design i based only upon the parameters sham and brass bdMAml pI Truss: G3 end Warnings before consbuauan semnenc.s bedew mrrpenwL APPwaitlr al deep paten.tas aw pm , 1 �Q 2.2.4 compresabn al=b bracts'!Olathe nsblbd whom sMw... ].Design*MOM in onsionentIbthe ete cMrdseby et the beating dot er. s)/ ir)'f. •F a.Addeto „.„„eraybaabgbbaem Wb@„,„,..a.Wanen t �• DES. BY: bU ram mapenseay alba treater.Aadlbrel amoara bracing et 7ob.end N10'by madyey wdess broad eaeubea nes by ranuow sheathing sods n*wood ahoethinp.TC)errata dywaat . DATE: 7/2/2019 lie51.15IwbGatespomsRTHN=bldngdesigner. 3.2s woad ladgigesbleat ba. mgWedahemshow.aa �' 4.No bud shoal M epp6ed b any eenpamnt,nt obi as bathe end 4.wbaagen et trim le as respenaaau ebbe respective contractor. ,;iii::::'. SEQ.: 5579829 fasteners eft anal.and at nouneEland arybadsgremrSan 6.D•paraanmesMisses amSebeowlIna nobco esbaam:emr.nt. x4243 ASoloed,be angled le any cenpenaL d am bray caidden•of use. 'r TRANS ID: 372404 6.ComµT,,,,.»sena oaremaapneswm.,.... „.,.N. d psynassumesfelandngatalseasoaahawl.6Nmmw .s'}�vdget/ !D 4Ly� b6en febr .banding.shipment and bsbbaon NaMa conds. 1.1".4 vans adsMab dmbbae b pocked. 1111 t1111I11lII1111I1111II 6.ThisdesignIn WS!, xoHctb MFmbtwidns le bpo ler mRabe;nes conaabbabd abmnes. baa.and placed au MewNer 7,, /f .SrONM. TPNNfCAb BC6i,00pha et Mich weWbmished upon request. ;nes coincide rani gab ander Kea. / LISA,InC 9.Ftree"cab she alpWe b tre1 AVTek 1CanpuTrus Sob/me sO.Fa bskcawdor piatededgnwkn sa ESn-1311,f614-1e44 pdRat) • IIII'�I This design prepared from computer input by IIS JP LUDBER SPECIFICATIONS TRUSS SPAN 7'- 6.0' IOC 2009 MAX MEMBER FORCES 41R/GDF/Cq=1.00 TC: 2x4 DF 0188T11 LOAD DURATION INCREASE=1.15 1-2.(-287)151 1.5=(-75) 173 5-2=( 0) 159 SC: 2x4 OF/185TR SPACED 24.0'0.C. 2.3.(-248)119 5-4=(-75) 173 3.4=(-307)154 WEBS:204 OF STAND; 3.4=(•33) 44 206 OF 82 A LOADING LL(25.0)+OL( 7.0)00 TOP CHORD= 32.0 PSF 7C LATERAL SUPPORT<.12'0C.MON. DL ON BOTTOM CHORD= 10.0 POE SEARING SAX VERT MAX 00R2 BRG REQUIRED BRG AREA BC LATERAL SUPPORT<=12'OC.MON. TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS 812E 55.IN. (SPECIES) 0'- 0.0' -43/ 3140 -75/ 55H 5.50' 0.50 OF(525) 101105: 0.00.00 2-00-00 ll=25 PSF Ground Snow(Pp) 7'. 6.0' .44/ 3160 -75/ 550 5.50' 0.51 OF 625) Connector plate prefix designators: LIMITED STORAGE 0008 NOT APPLY DUE TO THE SPATIAL C,CN,CII,0118(or no prefix)=CempuTrus,Inc REDUIRESENTS OF IBC 2008 Nip IRC 2009 NOT SEIIRi MET. '60110.2:Design checked for Det1-5 osfl uplift at 24'oc spacing.' S,B200S,U11HS,U18-StTek UT series VERTICAL DEFLECTION LIMITS:LL=L/240,T1=1/110 for hanger specs. •See approved plans 80TT00 CHORD CHECKED FOR IBPSF LIVE LOAD.TOP MAX LL DEFL=-0.000' 0 5'- 11.3' Allowed= 0.329' AIID 50TT00 CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL DEFL=-0.007' P 5'• 11.3' Allowed= 0.439' 4-00 3-06 MAX N0R12.LI DEFL=-0.001'P 7'- 0.5' VAX HORIZ.IL DEFL= 0.001'P 7'• 0.5' 4-00 1-08.14 1-09-02 This truss does not include anytine dependent 12 / 12 total load ndeflectifor on.erThee1buildingrdesignerthe shall verify that this paraeeter fits With the 8.00 p .c..16.co Intended use of this component. I10-4X4 Design conforms to main nindforce•resisting 2 4.0' system and components and cladding criteria. Wind: 110 mph, h=15ft,TCOL=4.2,0OOL=6.0,ASCE 7.05, IN Enclosed,Cat.2 Exp.B, VIERS, Interior tone,load duration factor=1.6, Truss designed far Wind loads in the plane of the truss only. ,,II-2.5x4 i ,44411111 IP li o 41 _W'_i. IIIIIIIIIIIIIIIIMIIIIIII,NMIIIIIAI] Cr i-_- 5 4'. 11-2.5x4 II-1.5x4 11.3x6 �`�EDPROF"1p -fpG1NEF.' 0- 4r Irl 0 I /_ l 4-00 y 3-06 I. • GOR t1 9% ? 1 7 06 1 9/0A. IrsIur%A 1. //3 EXPIRES 013411 JOB NAME: LENNAR- 2701 MULBERRY E - G4 P•3o.u../. Scale: 0.4895 ui e ry7'A O 5.Builder GIN5RAL NOTES,Webs otherwise noted: Q ,,A 1.Builderand median cor4dder Mould be eddied of ail O.naral/Mae I.Ws design h based eny upon the parameters shone end baron biAMal : �1,4 e Truss: G4 and Wandna Wore Wnmunw commence, Medina mmpen.nLApptcabary a design parameters endpaper �`/ .R1 O 224 c.mg.ssbn%ab Watley rtmolbc euYxed%More MGM.. bcerponwnef component is%a mamma2nlx alba WENW designer. -Wal ` Yi i. lif D.Addbonal temper,bracing b Inane WhaT/donna eons... g.0..ta assumes..mad baxamebaMsbb Waaey MacedM / f:' DES. BY: MJ wore resp,laby eft*erecter.Mame! 2'we.end of tO ex.respectively unless braced eu.ryhoa lb*tempi by 3 ammnmbOdga cerbereuo sheathing such as py%oed o.dcq(rcl and/+dy...0 . DATE: 7/2/2013 She overall aewwawm.r.o,wcen,a,the beadngdeshner. 4Inntce,.brw,�erwendbr.lnsreeumedMuteMacn•e r'- 4.Na bad Amid be app..le any earicn.nl rent alter a.Macbg and 4.WWaeena Wesb to ow*,Icy M ea reapegineadradx. rf7 "� SEQ.: 5579830 fasteners are complwanaate.ameshmmany Wade geaerthan a.Design mum.sbusses.r.leheaewnan.,.aerrew.emeem,%nL ,q y4243 design bads be&poled w any component. endue for..hIeen.of um '1 TRANS ID: 372404 a.Comp,runesshas noc nto'emendassumesnor.ewnsmayforMe s D..".samm.ehnwedogal.seepparweho.n Sa."nep=r O, lSlEtl hbdaben,Wang,.Innnnn end newmbn ofca gammen!". 7.De.Wngau.cea adequate drainage M.re.wad ' a.Thi designIsknwn.d.AycltoheenaauesFaith I.plates Mea bear ledenbahhano sofImes..ndpiec dDebsaran // `r/OVAL I1I�I111II1II III JiIul I1U illi ASTent1SA, .c7CI.onpuTrus Software 7.B4SP5(IL}EslaFFnc wakcwnn.edapfecd.dgnmcvalues us EER-1311-ISR-/90e wTMI 111311 This design prepared from computer input by JP LUMBER SPECIFICATIONS TRUSS SPAN O- 0.0' IC0/10. 2:Design checked for net(-5 soft uplift at 24'cc spacing.) Ti: 204 OF#15810 LOAD DURATION INCREASE•1.15 BG: 2x4 IF a188Tn SPACED 24.0'D.C. Design conforms to main windforce•resistin IC LATERAL SUPPORT c=12'OC.11011. system and components and cladding criteria. BC LATERAL SUPPORT 0=12.06.11011. LON TOG LL(28,0)40L( 7.0)ON TOP CHORD• 32.0 POP Wind: 110 mph, h=25ft, TCOL:I.2,BCOl•8.8,ASCE 7-05, DL ON 00TT00 CHORD= 10.0 PIP Enclosed,Cat.2 Ex B, 1111F1111,Connector plate prefix deal nylon: TOTAL LOAD• 42.0 PSF interior zone,lExp oadduration factor=1.8, C,C11,C18,CN18(or no profit •CanpuTrus, Inc Truss designed for vino load, 11,1120/6,111810,1116•Oiiek YT series LL•25 POP Ground Snow(Pg) in the plane of the truss only. 12 6.0017L1NITE0 STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gable sad tress on continuous hearten wall OUR, REOUIREOENTS OF LBC 2009 AIM IPC 2009 NOT BEING YET. U-1x2 or equal typical at stud verticals. Refer to specifications.Cable end detail for 80tt011 CNORD CHECKEDV FOR tS LIVE LOAD.TOP I complete specifications. AND BOTTOU CHORD LIVE LOADS ACT NON•CONCURREIITLY. . 0 ex ,iiiill . e 0 eV 111111111111111 C� III„' -- Ar .4 y 11-2.5x4 yED PROF�c44' X62���21N Oy IA , tri 1,,i,.4 ,- 1. JH cb 2.06 1 4-00 l -- vG-r26..' C7 I . JOHN�'7/2//3 EXPIRES 6!30!1 JOB NAME: LENNAR- 2701 MULBERRY E - H1 .,nP•I0114, ,. Beale: 8.7951 lei' WonnejoE: GiemRAL ROTES.«OessealemLerwled: ; / - Z/r(0 I.briber and erection enmasbr should b.odebed Glad General Notes 1.This design Is based onb span gmpann,len shwa and Is bran fndbdwa Q., � .�.. Truss: H1 and warnings Were seneavabn enmmems. seeding cenpneK APO.Ley el assign parameters and we 7}i,+ 2..4 cerprewbn web Sexing best be Instated Men them.. bmrpenxon of component b be espensbery Hine bubble designer. ,� a.Addamsl temporary bracing b Men sta.,doing ebulneaen 1 1105.5757=1:55.55"."1...h.=hbr."".4 H � ✓' DES. BY: 61J i,u»r..wn>ens el n.en.bcAardaowaman..eaa.;gH .. -4..eb.ap by / DATE: 7/2/2013 the eve.sbnmebthe espenebavdae ommns assigner. 1dA101 riitl".yRO .td.mo cantinava resone•magi c). 3,2.brow*lbws 0500 s, cantina vamp snewv.. 4'l... 4.Ne bad slated be append.any tampon.orae after abasing and 0.0oRocon*lbws,the eapontea fag..Haw roadway ,,,,frier. til SEQ.: 5579831 fasteners are ennoble adHmunshould arryInds greater Pan 3.Des*awbnsbassessee bbp..dinanon.nreebeamassment. TRANS ID: 372404 ensign bads.soled b anyconponott. and are w•On.and3brNess. �� A 2A2t3 3.55,encu.has oa cadnlsM MMwnees m,.n c bay M ere a.Desguassens fad bbeeaLM�g H ae suppo,,shores Shill erMdae a lb •rL1it,.R.p: . Tab 2110, b andante ndanM blabbediprnnt and bdebeens set .S,by 7 Design d pled on beth fan otNns.and plata sealed center s`fla Jt a•. s.mise.agnbnl.uu.a.wyrabowa�ae.ne:Kwnor a Plebs Oda / ONAL 11111111111111111111111111111111 Mink USA,kOfCompuTN8SONware7.6.4SP5(1LK II.O.WIANTCA irl BC31.cep).olvAtelt 1401 be Ivinishtd upon ninuast Gars*Abide wahjeint Ginter bud Fe bassemester sib delete In mnnme. pl4. sig,rays be E$R•1311.EsR-1ass pplea) �/� �� ) 10111111 This design prepared Iron computer input by JP 1U08ER SPECIFICATIONS TRUSS SPAN 4'- 0.0' IRC 2009 VAX DENSER FORCES 4BR/GOF/Cq=1.00 IC: 224 BF 0199TR LOAD DURATION INCREASE=1.15 1.2=(.92) 127 2-4=(-76) 45 3.4=(-145)53 IC: 254 OF 1100TR SPACED 24.0.O.C. 2-3.1.127) 165 WEBS:254 OF STAND LOADING IC LATERAL SUPPORT d.12'0C.UON. LL(25,0)+DL( 7.0)ON TOP CHORD• 32.0 PSF BEARING MAX VERT 11AX H0R2 99G REOUIRED BRG AREA BC LATERAL SUPPORT<.12'0C.MON. DL ON BOTTOM CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 00.I9. (SPECIES) TOTAL LOAD= 42.0 PSF 0'- 0.0' -115/ 6141 -77/ 67H 5.50' 0.98 DF(625) OVERHANGS: 30.0' 0.0' 4'- 0.0' -16! 1512 -77/ 876 5.50' 0.24 OF(625) LL=25 PSF Ground Snow(Pg) Connector plate prefix designators: C,CN,CI8,0110(or no prefix)•CuepuTrus,Inc LI8ITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ' s.., ,. . . ,-t. ,. 0,020HS,V18N8,016=YiTek NT series REOUIREUENTS OF IBC 2009 AND IRC 2009 NOT BEING BET. VERTICAL DEFLECTION LIMITS:11=11240,TI=L/180 YAX LL DEFL=.0.097'@ .2'. 6.0' Allowed a 0.250' Far hanger specs.-See approved plane BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP OAX TL DEFL•-0.100'11 -2'. 6.0' Allowed m 0.333' AND BOTTOM CHORD LIVE LOADS ACT NOH-CONCURRENTLY. VAX IC PANEL LL DEFL s -0.056'@ I .10.6' Allowed= 0.236' 11AX IC PANEL TL DEFL•-0.053'@ 1'-10.6' Allowed= 0.353' -I 400 T VAX HORIZ.LL DEFL 0.000'@ 0'- 5.5' 12 VAX NORIZ.TL DEFL= 0.000'@ 0'- 5.5' 6.00(7 Ills trues does not include any time dependent 0.1.5X4 deformation for long term loading(creep in the -r total load deflection. The building designer shall verify that this parameter fits with the intended use of thin component. LI Design conforms to m::::::::::!::=1.:1,11211. eisting41 eildgllgIIIIIIIIIII ayste■and componentciteria.mind: 110 mph, h=15ft,TCDO ,ASCE 7-05, oEnclosed,Cat.2 ExpRinteriorzone, dad =.6, cTruss designed for wind loads w in the plane of the truss only. o mr v1 Y o �� 4 11•2.5x4 1l-1.5x4 tOPROFeSSi 4� GINFF. Oy y l J 0toeb 2-06 4-00 v'0 '26.'`0 ( 4.?0A.JO cV 7/2//3 EXPIRES 613011 JOB NAME: LENNAR- 2701 MULBERRY E - H2 �pPW°NN1\ Scale: 0.6454 ` WARfnNOS: OEHERALNOTES,mass otherwise note& .471%. 4 / O�/d' 1.WWAer and moron contractor should be advised eta,'General nates 1.This design b based orgy upon dupaamare shonnaehbr mfndiAdual .'� Y-- Truss: H2 and Warnings Mas eo,MruWen commences. holding amount.App5sabblyWdes-gn paneran w proper f-I. O ' T L,4 compn»an,y bracing mel Maab,Mdvmhese M.e. knMeaMn afunmeant bewnaponebuty beIe auntrus Mires. p,,`• -� 5 Addwemtanpang Mcagb Wunaaigy d,.i,e c.nsNcdo" 2.Ceskuemus s rob by aMMnem ahnNs b Wooly basad al DES. BY: MJ bdu responsAuy of the molar.Add•bnl permanent bracing a T.es.and etivee.tespectuy Moss band nuougheMnri Moth by / , DATE: 7/2/2013 anor.Naw.nekMbspan.a,ro/thebvadydbgne,. &Te ahad:Ine Wool‘such snaa*mod g ' ice:ebon.�.y"k�1' a.No badslsad b.monied baM mmponaMvtleMr.ebnciq and 4.b.due enM WublM nspenab&yy Dins nsp.ain cearaam. - i:''' SEQ.: 5579832 Name.wewrvaaendatnone ad any loadorem'nun 5.dalpnastumswonere bMUMW aamnu.asivee.*nmet 1:01./..Z% 2.4243 Heim.......heawful to any component a5-re fe cendfo'of use. �A' lsAy�r..�O TRANS ID: 372404 &G npoTns':mu control ever and ammo no mune:Wily bar the t d"n fab.""'"'"'A''''''.Shin ammo"''leR�+!$iEIL� abhabS Wang,sNpma and idtaMMn ofcompxrmb. T.ddpnaumoseaagno drainagebpoW W j 11111111111 VIIII�III I ILII') e.TldsdanobAnnbhedsubtesttolMariadensset leMby SPltsshall bal.caAdonboth absefbe.s.end tdaa.dpaaiorder 7/1/1 S. . ' TPWVTCA b 50111,copies of ntdch em be furnished upon re nod. m.roes Maga saenth oistoof potato ter Ines. OinfiMT.k USA,Inc/CartpuTnls Software 7.6.4-SPS(IL}E icing bask conn.cbr Wo Mtn pines see 555-1311,E55-1e4a@A U/ . { % I 1111 1 This design prepared from computer input by IIII JP LUABER SPECIFICATIONS TRUSS SPAR 4'- 0.0' IRC 2009 UAX BEUBER FORCES 48R/GDF/C=1.00 IC: 204 DF#10610 LOAD DURATION INCREASE=1.15 1.2=(.40) BC: 204 OF 0108TA SPACED 24.0'0.C. (' 1 114 1.3:(•51)42 2.3=(•11 ) 102 WEBS:2x4 OF STAND LOADING !AMINO VAX VERT VAX HOZ BRG REQUIRED BAG AREA IC LATERAL SUPPORT c=12'0C.DON. LL(25,0)401( 7.0)ON TOP CHORD= 32.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) BC LATERAL SUPPORT c=12.0C.0011. OI ON DOTTER!CHORD= 10.0 PSF 0'- 0.0' -25/ 1810 -52/ 67H 5.50' 0.29 OF(625) Connector plate prefix designators: TOTAL LOAD= 42.0 PSF 4'- 0.0' -24/ 155V -52/ 8711 5.50• 0.25 OF(625) C,CO C18 CNlO for no prefix).CoepuTrue,Inc LL=25 PSF Ground Snow(Pg) S,U2lHS,IIVHS,U16=Aliek AT aeries • , ,. , •'For hanger specs. •See approved plans 110110D STORAGE DOES HOT APPLY DUE TO THE SPATIAL VERTICAL DEFLECTION LIUITS: LL.LI240,TL=1/180 RE001REUENTS OF IBC 2009 AND IRC 2009 NOT BEING VET. UAX TC PANEL LL OEFL= 0.016' 0 2'. 1.5' Allowed= 0.238' ff DAX TC PANEL TL DEFT= 0.017.0 2'- 1.5' Allowed= 0.353' BOTTOU CHORD CHECKED FOR IOPBF LIVE LOAD.TOP 4-00 AND 60TT0U CHORD LIVE LOADS ACT HONN-CONCURRENTLY, VAX HORIZ. LL DEFL= 0.000.6 0'- 5.5' •1 9' 6AX HORIZ.TL DEFL= 0.000'0 0'- 5.5' 12 This truss does not include any ties dependent 6.00 l '. deformation for long term loading(creep)in the total load deflection. The bailding designer shall verify that this parameter fits with the intended use of this component. Design conforms to main mindforce-r.sistinq 5-1.514 system and coeponente and cladding criteria. Wind:110 mph,h.15ft,TCDL=4.2,11COL=6.0,ASCE 7.05, Enclosed,Cat.2 Exp.B, IBFBS, interior zone, load duration factor=1.6, Truss designed for Wind loads in the plane of the truss only. ov0 0 0 r 03 0 II it `Il 0 1 . 3 5.2.554 0-1.5x4 .4400 PROP EC it 1V" 1 Alt i e l 1 .- AOR Dr m 4-00 O G4r ,0ai 2 y 26 r,0 I 4.JO?' 7/z/l3 EXPIRES 6/3011 JOB NAME: LENNAR- 2701 MULBERRY E - H3 a�9pwON�y�', Seale: 0.6303 y WARtd10s. GENERAL NOTES,,mhasohmnnnnbd: a ' Q 1.Seeder end stetson cened.Aheuid be advised el et Gannet limbs 1.Thbdesip b based only upon M Farammbn shown end Isfel ewe Sod&al ‘41.„1 �11 �, �'. Truss: H3 end Nhonirgs bmbre eonbuman cmnnnces. a'o mnpmM,41054abay d0•001, bmeten �.r 1 �" + x 3.Dal aemprusba web bating most he Installed where shorn.. rymadon of cenpanenl bed Nopans tMM I 3.Addwarnl bnponary Mxbgbbuun dabmyd.bg eentN.bn X.Dation ri'mm'ed top and balloon Monist,be,eu ,aetedN •� l:' DES. BY: RU hMncaponwmyel the outer Mtlibnipem.n tracing of r rainatus:i:;sure such as ",g(1Cl e10�Mt, eCyy .+j DATE: 7/2/2013 the ressbucM,ebMnspon5mya0Anb,ada design, 3.3kpanbidgigorlateralbxYgrequbwy yn..atlsn°`.,w.d.°'N80j" 4.Ho bdsSeS be eppoedle any c.mpnm unu ene,allbratbg b end 4. .baadbed on olbuss respemmoy of the reweave Contract. SEQ.: 5579833 ha.r..,ee. blean0dn.s,,.hoodaybadsgreaterten 5.Dation assumes busses ere toboated in•non-corrosive mm,:onment 5423 design loads b applied b any component and meM-4ry loon of w. TRANS ID: 372404 s.ConpuTmshas noumbel owl awl assumes nlospanaaarhrM R D...5..11..1,01 aeappamahan.DN.otw.dans �o RRitSTER� Ftbricsbn,biting.sNpmed end bbhean or components. t Design assumes adequabdnbaoe Is awarded. II,I�uN� �l,l,l�lll�II �II R1MaPotion 4MMl,aae blestbMt\atbna ulbM by O.Mein shgbbried an both feces elbuaLaed piecedfoMe amen 7/Z/1:'• s/ONry. TPWIRCAin 1IC31.copies atwhichW be(welshed teen toque. m Inas aMbraib We ipYNN hones. 88Tek LISA,Inc/ConlpuTlus Software 7.6.4-SP5(1L) 10.For babcannedor&WM4gnvabmssmm ESR-1311,5304085 ONTO) { { 1 ) 1 i I, e IIPIIIIIII This design prepared from computer input by A JP LOOSER SPECIFICATIONS TRUSS SPAR 12'- 0.0• eat).2:...Desicey,D44ked for net(-5 sell Dellft at 24'e4_Spacing.l TC: 2x4 OF S108T8 LOAD DURATION INCREASE a 1.15 Design conforms to sale rindforce-reaistin BC: 204 OF 61011111 SPACED 24.8'O.C. system and components and cladding criteria. TC LATERAL SUPPORT<=12•0C.UON. LOADING P Wind:110 mph,b=25ft, TCOI=1.2,BCOL=8.0,ASCE 7.05, BC LATERAL SUPPORT S=12.00.UON. LL(25.0)*DL( 7.0)O11 TOP CHORD= 52.0 PIF DL ON BOTTOU CHORD= 10.0 PSF Enclosed,Cat.2 Exp.B, BURS, Connector plate prefix designators: TOTAL LOAD= 42.0 POE interior zone,load duration factor=1.6, C,CN,CIB,CHIS(or no prefix)=CoepuTrus,Inc Truss designed for rind loads Y,U20HS,U18HS,U16=Bitch HT series LL=25 POE Ground Snow(Pg) in the plane of the truss only. IIYITEO STORAGE DOES NOT APPLY DUE TO THE SPATIAL Sable end truss on continuous bearing wall UON. REOUIREUEHTS OF IBC 2009 AND IRC 2009 110T BEING BET, Refer or equal typical a stud verticals. Refer to specifics able end detail for AHD 80 100AC CHECKED FOR tSPAC LIVE LOAD.TOP caeplete specifications. AHD/OTTOH CHORD LIVE LOADS ACT NON-COIICURREH7LY, 6-00 6-00 8.00 p 11U-4X4 Q 8.00 G ..411100 do 1411111111111 . ir...C o` .4p PROP. �(U-2.5x4 U-2.5x4 � �ORe m m ejS 1-00 12-00 1.00 /Oq.JONC\ 7ia/l3 EXPIRES 613011 JOB NAME: LENNAR- 2701 MULBERRY E - I1 a�P JON, 4\ Scale:0.4569 WARIANOS: OeenRAL NOTES,bless oMmWne d. �Qp l 1.euaderand erection soredar should beadeb.d of a Oamral Holes 1.This desgnb based only upon Me parumlen,Ilona and Nem en Individual : � ,5 u J. '/I'. Truss: I1 and Warnings abs cenrervpeen commences Molding component.AppscabZy wdoeignnpSaSnn,e,.endprenes \ O ' 2.2s4 cemp.sebe web bracing front be mwledaanMann.. Iraorpo2.Design asssuns.by andkboCam amnia Woe•bucking braced �/ f, x DES. BY: MJ S.Maaaml tampnarykac55 b WuneNbery Mvbycentucton Ye.eeMdtrss.wp.v..,,nlesskaad ewutMLLM...,..M b om rospam2ky efer.noler.M s0001Mmanenl..aoMrd lonawmeaa9,Fp snob aspMavoasaeOinNTcl.ndardM'.alaCl. 1. DATE: 7/2/2013 the y,<.aser,rbrrbib*m1001,o04du.a.9 designer. a.2,rap.eMdguws.warebrea:.grea,Aed.,,erewrm.. .(tf.,,.... , 4.No lead should aeppaed o any component ung ansa bracing and 4.bb.agen of bus Ilea napensialy d Pe respective contactor. ' SEQ.: 5579834 fasteners are,enpleleand dneameshawaenykwgr.wrwn U.o.egnassumes:.e.are baused banan.corr.,reeemaannranL 24243 ' �y,' de,gnlesasa ne central urycendamm end an br'drycond4.4n0an.. , ,, 4zD siEV$ 4•'._ TRANS ID: 372404 s.eompunu,ban maedloa,.rena.,aum.,n.m,pammaykn. a�1Yrrumeamnaarelwe. ppeadanawn.runag.v �1! ii���, Iabdaaeon.handing.sh0nwnl.nd brbaaan of onnpmenis. T.atlgn; d,wd.dreba.ee Is pro.w.d. S/ONA1. 111111111 I1111111111111II m TPbNTCpnbkmbapiesof tolaadaamsot forth by a.P[nes wheal.withjoint inks Mg no bnlaaenboth rl,n. bxe,and pbcedwMtr center �/�/1,� TPNNfCAb SCSI,sego,of which vat be krrdrha upon lowest. e,Diggs Monte Oleo d pw.lei Maus. 7/ Wok IDSA,IncJConpnTnrs Sotheare 7.6.4•SP5(1L}E 10.For ask cor mde,poo design Woos see ESR.1211,ESR-1S0e(anek) { 1111111101 This design prepared from computer input by JP LUMBER SPECIFICATIONS TRUSS SPAN 12'. 0.0' TC: 204 OF 1108TR LOAD DURATION INCREASE=1.15 IPC 2009 3) 63MB2A=O-CES 32R16.3(0274 BC: 2x4 OF 81011Th 2.3•{•17� 63 6.4=•111332 6.30(0)274 REBS:204 OF STAID SPACED 24.0'O.C. 2-3=(•517 228 6.4.(-111)332 ' LOADING 3-4.(-517)228 ' TC LATERAL SUPPORT 4.12'OC,VON. LL(25.0)001( 7.0)ON TOP CHORD. 32,0 PSF 4.5.1-43) 83 8C LATERAL SUPPORT 4.12'OC.UON. OL 011 BOTTOM CHORD- 10.0 PSF OVERHANGS: 12.0' 12.0' TOTAL LOAD• 42.0 PSF CEASING MAX VERT VAX HORZ 590 REWIRED BOG AREA LOCATIONS REACTIONS REACTIONS SIZE 60.1N. (SPECIES) Connector plate prefix dealyeat�rs: LI=25 PSF Ground Snow(Pp) 0'- 0.0' -93/ 6160 -106/ 106H 5.50' 0.99 OF(625) CCN C18,C1118(or=o prefix)•Comp:True, Inc LIMITED STORAGE ODES NOT APPLY DUE 70 THE SPATIAL 12'- 0.0' •93/ 6160 •106! 106N 5.50' 0.99 OF(625) U,U26H8,U18HS,e16 Vita V series REWIREUENTS OF 1O0 2009 MO IRC 2009 NOT BEING YET. @a,bN�.w��� .2:Desitin . , , : - ,, • , BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD.TOP VERTICAL DEFLECTION L[0ITS:LLA./240,11.1/l80 AND BOTTOM CHORD LIVE LOADS ACT NOR-CONCURRENTLY. VAX IL DELL=•0.002'0 -1'- 0.0' Allowed• 0.100' VAX IL DEFL•-0,003'0 •1'- 0.0' Allowed. 0.133' MAX ll DEFL.-0.002'0 13'- 0.0' Allowed. 0.100' VAX TL DEFL•-0.003'1 13'• 0.0' Allowed= 0.133' 6.00 6-00 MAX TC PANEL IL DEFL•-0.078.8 8'. 9.2' Allowed• 0.438' T 1' .' VAX IC PANEL IL DEFL• 0.074'1 3'- 2.7' Allowed. 0.654' 12 8.00 IIU-4x4 12 MAX NOAIZ.LL DEFL .0.003'11 11'- 6.5' Q 8.00 MAX HOR1Z.IL DEFL. 0.005'0 11'- 6.5' 34.0' This truss does not Include any time dependent 4.0 deformation for long tern laadsnY(creep in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. Oma1gn confone to ma1n wlndforce-reisting system and egmponenri and cladding eiterta. Wind: 110 mph, h=25ft,TCDL•4.2,BCOL•6.0,ASCE 7.05, Enclosed,Cat.2 Exp.B, MFRS, interior tone,load aeration factar•1.6, Truss designed for wind loads in the plane of the truss only. o A 111111111111111 4 4.4. rm i �r<p PROFF I' 0-2.5x4 6 ~ cw •C� , V-1.5x4 U-2.5x4 �'' �G1NFRkr <te . oy 1 Er � , f .4 l 6.00 i / • e'6 0.11 au 6-00 ,/ e3'b 4 l 1-00 1 12-00 y 1-00 l 9/7Oy26.%N�q A.JON 7/z/l3 EXPIRFS 6!30/15 JOB NAME: LENNAR- 2701 MULBERRY E - I2 ��p.w0$A,11= Scale:0.4369 WARNNNS: GENERAL NOTES.unless otherwise noted: ' / 0�d I,&ld.,and mos.,,monad*,.Mid Vs adb.d of as O.naal Notes I.TMs design la band ony upon the poOmba Moan and Is for an rd1vid,11 ‘1. ./ 1:01t, AO-/�*.: TE USS: 12 ani 50.094 Mose cannucsoosuo m.. waning component Appaubaey of dos*paO,n.he and pop 22.4 compassion Mab wkbym°deaanbeadnn.n soca,.. rmT°enon«. PS,b ma seapmx3Tay a qo bulldog oasis., .yr DES. BY: UJ 11ddu*mltampn°nbacbabw..wbmyduring mnm..n*n t.oesgnafMum.ala.bp.ndn.tlomeomsrobw«aeaarama« � :. bVa.,.amns•uy a no aa*b.Addalnal prmmn,.Waxing« To.e.eM«fOala.nap.*esey unless brad throughout Mb by :* DATE: 7/2/2013 •e.»axaWmm..b5....p*n.raq«aeW.mbgd,dp,,.. xmmnmwan.aGbeawn.Mpyae*dsnaawnelrC/a,mnay gr"�iy. - 4.No bad Mould b•applied to lug coopmentutl Wu 0 bb Impact rbgbG p0 0.p,n,ral gnVaba,no.l5.vn.. •. ,. SEQ.• 5579835 roWnoam.conphand atnoarr.Ssn due, 4.Oosign nawbruaa..,bso y«we.p.,,o.*warbon it_::; design bads b.owlet/ any bads wow than 0.andan.uomaouu.a aabbu*sdban.ns*nasb..,n'b*nn,.M. TRANS ID: 372404 any .w.abx'dy,ertmbT alum .� 242a3 „ • s.Cmryur,uaMing.Wp a 0.4Iu a,a.ns,.ap.naa for. ••yM.,.nmaaMaOG«YMupponssona.aNman.ag.e O �i/$T$RF'`'�,tt7' ab,weon,M^deo0.sl,'pm.rt.na bbmlf*n«*o,V*n.nls. 1'.PSS0 ab,maM.d.quah Aab.ga r1nd.. ll��llGGGG mmmmiil1 BBB 1. uuu��1 e.Tbb Why b aoMMd subj..b G.ann.,.sat Wet y O.robs shall M buhd on WM..a Ws,and pbud an Valk cant., 2/i/1 sIONAL II111111 m I1�II�II�II��II I�IfII TPeVYfC H,eCSe ofwhich�� a,6.4SP5(IL}Ebud upon & Vow eatnekto rah OW 10. t Saw. Fewbasrkce sraim of a,lorpbY'Maip,v«un u.EBft-1311.E8R.,.9a9aTslq - 1111 �gg g,IgDg I' h6Teh LISA In T . 11011II 1 This design prepared from computer input by JP LUMBER SPECIFICATIONS 12.00.00 GIRDER SUPPORTING 16-00.00 FROU 9.00.00 TO 12-00-00 IRC 2009 VAX VE68ER FORCES 400/00F/Cq=1.00 IC: 204 DF 0150TR LOAD DURATION INCREASE=1.15(Hon-Rep) 1-2•(-1772)252 1.4.(-174) 1358 4.2=(-125) 1581 BC: 206 OF SS 2-3=(-1772)252 4-3•(-174)1356 0060:2x4 OF STAND 15551110 IC LATERAL SUPPORT<: LL=25 PSF Ground Ons,(Pg) 12'0C.UOI1. TC YNIF LL( 50.0)ODL( 14.0). 64.8 PIF O'- 0.0'TO 12'- 0.0'V BEARING 0A%VERT OAT NORZ BRG REQUIRED 0RG AREA IC LATERAL SUPPORT no 12'0C.VON. 0C U111F IL( 0.0)/01( 20.0)= 20.0 PLF 0'- 0.0'TO 9'. 0.0'V LOCATIONS REACTIONS REACTIONS SIZE SO.1N. (SPECIES) late prefix tlesS Rotors: BC U11IF LL( 175.0)+01( 139.0)+ 314.0 PLF B'- 0.0'TO 12'- 0.0'V 0'- 0.0' -148/ 10700 -104/ (04H 5.50' 1.71 OF(625) toeeeetor 12'- 0,0' -321/ 23241 -104/ 1040 5.50' 3.72 OF(625) € C,CN,CIB,CIp118(orrno prefix)=CoepOTruR, Inc A001:9C CONC 11.51=1504.0 LBS @ 8'- 0.0' 0,02003,11811,016•Y1Tek YT series -i LIMITED STORAGE DOES 607 APPLY DUE 70 THE SPATIAL (2)complete trustee required. p000060YENTS OF IBC 2009 AND IRC 2009 ROT BEIM YET. VERTICAL DEFLECTION 116110:L01/240,TL=1/180 Join topether 2 ply with 16d Common nails staggered at 1101 TL CREEP DEFL•-0.039'9 6'- 11.0' Allowed• 0.739' 9' 60 in 1 roils) throughout 284 top chards, 90TT09 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP 655 IC PANEL LL DEFL••0.0)3'0 8'- 9.P' Allowed 0.4)6 9'oc in 2 roe(sI throughout 208 bottom chords, ANO 107700 CHORD LIVE LOADS ACT 1109-CORCURREOTIY. 9•oc in I row(s)throughout 204 Webs. DAX HORIZ,IL DEFL=-0.002'@ II'- 0.5' 6-00 6-00 WAX 110812.TL DEFL= 0.006'@ Lir- 6.5' T 1' 1 Design conforms to coin vindforce-resisting @ HANGER BY OTHERS TO APPLY V-4%8 system and components and cladding criteria. CONC. LOAD(S) EOUALLY TO ALL HEWERS. Wind: 110 mph, h=25ft,TCDL=4.2,6C01=6.0,ASCE 7-0S, 24.0' Enclosed,Cat.2 Exp.1, USERS, Ai% interior zone,ford duration faetor•1.6, Truss designedd for wind loads i 1 n the plana of the trues only. 12 1,00 12 1.00 U-5x)0 u-5x10 A� h r.-g �o O I.=. a �o DEO PROPee g•1.6x4 .r'..x% F1 (j X11 1 ,�,1504g& 1, 6-00 = 6-0o 1' ...41,0.0:y O )'26 y 12.00 910A JONN 7/2/)3 EXPIRES 613011 JOB NAME: LENNAR- 2701 MULBERRY E - I-GIRD Ingle:Q.4Rl5 ��PW�f1N;kt WARNINGS: GENERALNOTES.unless eMm4.mid: 1 �ra: A O,�d 1.eueder end e,ectbn cenbuWMaM be AdAsed a al 0..0101 Notes 1.This design Is based upon the panmabn Mean and b fa en Mrvidoel '41' )1{�� J, "V" Truss: I-GIRD and WamaWs berm construction commnus. building campniet AppkaMiy et Swiss sanest=and sap., `;, o ' I.h4copr.ssbn scot,bracing must be Yub44 shore ohms.. Munwna.n d comment 6 We nspoesmatyy elle%moray designs, r . J> x DES. BY: 1St 3.Addmwltemporary baebp le Ms.Saba:,dabs eansuuee.n 2o.+woa.an.sM bp and betlansh dsM hb6 ay braced �i 6164r.sponaLa,y W So condor.Adeloral pemun.N Weans et rcciandusate•ltte.s.napedMsjuNeasMadNnuahasMrtenpbby "1 DATE: 7/2/2013 M.w1.budm.bw.n.pana3sy orw..M.9 ngl»,. 3.h Wesel bAR5109 a such bracing n@Med whore .s&FIATG)/new d+ eC1. r"•. 4.No bad should be appliedk any casement,nae Mar.16nebp and 4.005ea eaneflmabb.nM speasbIls olNspeare sehedol. "i.S.-.•:'. ii SEQ.: 5579836 bwn.ne,e sample%aM.tnoo,,should 610 6odsonebm.. 5.Des*assumes Sasses rote be u..d M a es-con=ebe=nWnnnn,a, 24243 i design bads be applied lo any saspault and are ter NI,coMfbn• use. TRANS ID: 372404 5.Cempu7mshas no control over And wsunesmnspasealyI r. a2:::3;1:4......"bnri.5 lYa,gpob.hovn.SNman••d2.0 1O k tsTs69. hbrkadon.Wang..Mpmer4 aMM61a0en Meempsnsnte. 7.Design assume adequate drainage50p0�vMq.d. ` s`/OI.� MIN VIII Ill 1)11 111111 a WA+e.OCA In SCI.ed avSo.oniteM bb•fund a bMM S.Plates Lees whall b.d&sitho *non •0sae erbms,aM placed se Moe center �/�)/� WAL TP4WfCAMeG3l.uptea HnhkhsvRNNmislrad upon r.queA O.tmela indlnb She Opiatebb,hs. // ki1ek USA,blcJCalpuTrus Software 7.6.4SP5(lL)-E lo.rot basisoome.brpbledssnva es 1..Emn.naIl,ESR-l0aep4G.b) . . 1 . nn 101111'1 This design prepared from computer input by 11111111 11 JP LUMBER SPECIFICATIONS TRUSS SPAN 8'- 0.0' IRC 2009 VAX VEBBER FORCES 411R/GDF/Cq=1.00 IC: 204 OF 8188T9 LOAD DURATION INCREASE•1.15 1.2.(-64) 94 2-4=(•185)0 BC: 204 OF 018BTR SPACED 24.0'O.C. 2.3=(-04)255 .- 1 TO LATERAL SUPPORT...12'0C.UON. LOAOIBG BC LATERAL SUPPORT 4.12'0C.UON. LI(25.0)001) 7.0)ON TOP CHORD• 32.0 P8F BEARING VAX VERT VAX 9082 100 REQUIRED SRO AREA DL 00 B0TT05 CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 60.I9. (SPECIES) 000064RGS: 18.0' 0.0' TOTAL LOAD• 42.0/SF 0'• 0.0' -139/ 3980 -186/ OH 5.50' 0.64 OF(6251 1'-10.9' -143/ 297V 0/ 0H 1.50' 0.47 DF 025) Connector plate prefix designators: LL•25 PSI Ground Snow(Pg) 8•- 0.0' 0/ 640 -186/ ON 5.50' 0.10 OF(625) C,CN,616,CN18(or no prefix)•CompuTrus,Inc V,V20N3,V18NS,M16•VtTek VT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF ISO 2009 AND IRO 2009 NOT BEING VET. ICON).2:Oeside checbed for RaLL525.1 aalift at 24•oc spacila.l VERTICAL DEFLECT/OM LINITS:LL=L/240,TL=L/400 80TTO1 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP VAX LL DUEL•-0.011'@ -1'- 6.0' Allowed= 0.150' 410 80TT00 CHORD LIVE LOADS ACT NON-CONCURRENTLY. VAX Tl DEFT•-0.013'0 -1'- 6.0' Allowed• 0.200' MAX IC PANEL LL DUEL=-0.008' @ 1'- 1.5' Allowed• 0.114' MAX IC PANEL TL DEFL•-0.008'@ 1•- 1.5' Allowed= 0.171' UM IC PANEL LL DEFL• 0.022'@ 3'• 6.6' Allowed= 0.354' MAX BC PANEL TL DEFL-•0.051'@ 4'- 4.8' Allowed• 0.472' VAX HORI2.LL DEFL• 0.002'@ 1'-10.0' MAX HORIZ.TL DEFL• 0.003'@ 1'-10.9' 1-11-11 This truss does not include any time dependent f f deformation for long ten loading(creep) in the total load deflection. The building des 12 shall verify that this parameter fits wit the intended use of this component. 0.00 V Design conforms to main windfarce-resisting system and components and cladding criteria. lied: 110 mph, hCst.2 Eup.B, OBCRL=fi.0,ASCE 7-05, y Enclosed,onadp.u, ionRS, interiorezone,d fora duration factor=1.6, nth designed for wind loads g in the plane of the truss only. ma 0 0- .- o,..- 41 -o,Fa MM o. ..4-o • . .o 11-2.5x4 y 4,, 0 PROPe i •icti ,GINEF.' Oh I J- l 0'00 ft, 1-06 (Mooioo FLnt BEMri0•Jte:2 41 8-00 0.. -/-26,.• ,`p= G�0A.JQY' 7/21/3 EXPIRES 6130/1 JOB NAME: LENNAR- 2701 MULBERRY E - J1 ��Pvr,,47/,'�1! Scale: 0,5742 If WARM=S: GENERAL NOTES.unless otn)se noted: L Buick,and erection contractor should be advised et el General Nabs 1.Tnb design b based 0Jy upon beparan.bn sheen and b for anbd'OHual pp, ,A `„, Truss: dl and Warnings Wore bobbeau«'a.m.". buM.gno ,1LT' component.roa it is o y aaslw parameters el.r.r,dprapr 1 0 a.h4c.m{reatonn.13 testing most be 6.taed Men shin,.. bccalDesign sawn. lop ant bMbapords to eWo bulldog designer. 3.Addwradtmnporary bucbg b ebure.bnry during construction 3.Design ueunOM n1 and bottom chins fob Woolly braced •� 'T:s. x DES. BY. MJ be.uspnbmtyNM.radr.Addrwulgmunedbednpel noAN,c.nd oc heathSys c asasnaym.alt."awf°.afICSa dkrddry`oo DATE: 7/2/2013 be bared sbamneb era responsibly of the buddigdesisner. 3.2a broad bridging or lebral bac.....4. shown•• 4.Ho bad sherd *Wad any eempeneurs bracing end 4. en et baM reseenerasped/rey rasped/re contractor. "'/.7' � : SEQ.: 5579837 ..'• br steeare ws b ds Oleo a Installation h blete and at no un should loam greater Mn 5 Dalian assumes busses are b be used In a noncoms.em4mnsent. A. R PA243 deign bads M.ppaaboiw component and an b'dry swaddled'dose. 'Y TRANS ID: 372404 s.Combines bas contest vrend assume noresponsi ybrbe 6 bnar,r.."5•.rbgdaargdaroeerm.atemr..dee0 . O ,:t_4tISM14). fabiaaen.la�d,shipment and b.beSn.I components. Y.awn a.ns adequate drainage is wards. ` 3:S, L ".:, 1111 I N111111[1llllllll a.ihbdrlpnb.Nm6MdrdaldbMbni00000set bMby C.absences.bdwann.rfree. buss.,mahead sena«ur 1/i/I ipaWECAbBeal.capbsaMen.aabmbnm upon request. wsaeh.a.Mn pbarnrr nese. / ta In.11a4. L@Tek USA he./CompuTrus Software 7.6.4-8P5(11}E 10.For basic Canna./canplate ds Meat.she et wdesign webs see Ern•1311.ESR-leeepa,Ta) JIIIIIIII This design prepared from computer input by JP LUOBER SPECIFICATIONS TRUSS SPAN 8'- 0.0' IAC 2009 VAX MUSES FORCES 41iR/O0F/Cq=1.00 IC: 204 DF/18BTR LOAD DURATION INCREASE-1.15 1.2=(-64 = BC: 204 OF 9(811TR SPACED 24.0'O.C. ( 94 2.4(-170(0 2-3=(•13) 184 IC LATERAL SUPPORT 4.12'0C.UON. LOADI110 AC LATERAL SUPPORT 4.12'0C.DOM. LL(25.0)051) 7.0)ON TOP CHORD. 22.0 PSF 00081119 VAX VERT UAX NO8Z 880 REQUIRED BMG AREA DL ON BOTTOV CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. SPECIES OVERHANGS: 18.0' 0.0' TOTAL LOAD= 42.0 PSF 0'• 0.0' -50/ 437V -170/ ON 5.50' 0.70 OF 625) Connector plate prefix designators: 3'-10.9' •144/ 20BV 0/ OH 1.50' 0.33 OF 625 C,CO,CI8,CN18(or no profit)=CompuTrus, Inc Ll=25 PSF Ground Snow(Pg) 0'• 0.0' 0/ 719 -170/ OH 5.50' 0.11 OF 625) 0,02065,01665,016=giTek VT series LI8ITE0 STORAGE DOES NOT APPLY DUE TO THE SPATIAL h- Mitt at 24'oc aoaeiaa.l REOUEREOEOTS OF IBC 2809 AND IOC 2009 NOT BEING VEL - - - -VERTICAL DEFLECTION LIVITS:LL=L/240,TL=L/180 BOTTOV CHORD CHECKED FOR IOPSF LIVE LOAD.TOP VAX LL DEFT=•0.011'/ -1'- 6.0' Allowed= 0.150' ARO 00TTo8 CHORD LIVE LOADS ACT NON-COBGUBBEIITLY• VAX IL DEFL=•0.013'@ -1'- 6.0' Allowed= 0.200' VAX LL DEFL= 0.000'@ 0'• 0.0' Allowed a 0.171' VAX 8C PANEL LL DEFL•.0.043'1 3'• 6.6' Allowed= 0.354' VAX IC PANEL TL DEFT=.0.036'8 2'• 0.7' Allowed= 0.413' VAX IC PANEL IL DEFL=-0.077'@ 4'. 1.4' Allowed• 0.472' VAX WHIZ.LL DEFL= 0.003'0 3'-10.9' VAX 00012.IL DEFL= 0.003'0 3'•10.9' 3-11-11 This truss does not include any tine dependent '( deformation far long tare loading(creep)in the total load deflection. The building designer 12 shall verify that this parameter fits with the 8.00 V intended use at this component. Design comforts to main windtarce-resisting Q syst.a and components and cladding criteria. Mind: 110 mph, h=25ft,TCOL=4.2,BCDL=8.0,ASCE 7.05, Enclosed,Cat.2 Eop.B, VVFRS, interior zone,load duration tutu-1.6, sr Truss designed for wind loads g in the plane of the truss only. eo n ;if o �� ....---7.1-4 �4 - � 9 PROF�csS 11-2.5x4 �CD�NIL31N�, '�• - VQ.0p CO y } jr [PROVIDE FULL SEARIN6:Jte:2.3.4! 8-00 l dal c,4A 26. ,gyp' 1-06 ��.4 J°"• 7/2//3 EXPIRES 6130115 JOB NAME: LENNAR- 2701 MULBERRY E - J2Baale:0.5242 4Qp.JO11/1,,, +1'" W1!'y1 O' WARNINGS, O.+faEMLNOTES.redo oe»mr.noted �•E. e 1.Wale end einem co...shoutlb advent of as General males 1.This design r eased only upenled pafa,rorn sheen and rbt an individual } 1`6- �.�`� Truss: J2 ant.. nes Were mma«oon commences. WBOip<onperunL Appecameh N design pommels per .s. • 1 '` J,. i, 22a4m..nen web aaclap must a Mamd eh.Aeon*. Maperaesa el...nerd lathe aespsns Men dewl� fe*s a.AM<rnoiNaryxary brachwN awns aab6ay dune<ea,sbucWn Y.Onion.a..es e»lapsed bele.<leds te be m.ray bunt al - ►J d; DES. BY: MJ leeansp..11bNewehne Md..pennmalbruin or pen..sfaeenawcsnyu�.14.1eeda.nwl„ala»ernwnew J DATE: 7/2/2013 esewdeaamma.re»»ap.m.aq ofeebdd.11.dn.. 3.2 1ml:ehbdd vewsu.h emcee e rewinn.npa seem••y ogmel. 7.. 4.No rad aheiddM ee5 eanoos x100 IOpenstO a n..,sndaMen4a V�.:: Manan stn,<mponed any hear soba' ant 4.Deanass NWur.s,atobeuse7NMomeene aN,00no -/14243,. SED.: 5579838 awn.aa,.m pale ant Nne am wan.rvaadao»N.rwn e.w3gnaxualas Wnes aab bund.anonta»iu andemnnl, 24243 donee radsbweed1oteny on.mpened. eMsn..dycondtlon'eluse +�o,mmmm � int �° TRANS ID: 372404 6.CeaapuTmhasm ae1 aandase maeapem.Ay.6» e.De.'"aanm,eamwmodasswP"''''e"-sleowe.4s.E 4r els • end Insialshon . 2 Design wan. 1�ryN1� III1,1 ry1' 5.Ted yn h Mnhhed subject a»Emeaao0INaat tone es e.000.shall ba rale.en Nhas NNna.and paced se h.cenO, 7 qq sION� IIII1111IIl VIIIBNI VIIIAI�I IIII IIII irNYraA0 meal,4opNa alwhichue be fumWM,ga aenunl 9 Nees agbn Ad..11 ient unto she Net.In no.s (/G(/ . MI Tek USA,Ine/ConpuTEus Software 7.6.4SP5(ILA ae.Fates*sermon nes Asayn vola sot ESR-1311.ESR-19anpeTee L ®g 3! 111111 This design prepared from computer input by JP LOOSER SPECIFICATIONS TRUSS SPAN 6'- 0.0' IC: 204 OF SIEBTR LOAD DURATI00 INCREASE=1.15 INC 2009 SAX DEU-64 FORCES I(-/54)/Cot=1.00 _, SC: 2n4 OF OISBTR SPACED 24.0.O.C. 2 3=(-120) 94 143 2.1=(-151)0 IC LATERAL SUPPORT.=12'0C.UON. DIMG BC LATERAL SUPPORT 4=12'OC.EMI. LL(25.0)001( 7.0)OH TOP CHORD= 32.0 PSF SCATIMAXREX TION SAX HORZ BRA IZ 0010SPE AREA) OL ON SOTOTA CHORD= 10.0 PEF LOCATIONS0 3/ACT 4913 6(40110115OH SIZE 00.10..7 (825) OVERHANGS: 18.0' 0.0' TOTAL LOAD• 42.0 PSF 0'. 0.0' •73/ 4950 -151( ON 5.50' 0.79 OF(625) Connector plate prefix desi natora: 5'•10.9' -111/ 1690 0/ OH 1.50' 0.27 OF 625 C,CH,CI9,C111B(or no prefixl)=Compurrus, Inc LL=25 PSF Ground Snow(P91 1'- 0.0' 0/ 03V -154/ OH 6.50' 0.13 OF)625) 0,02005, 018HS,1116=YiTek 0T series LIoITE0 STORAGE DOES HOT APPLY DUE TO THE SPATIAL REOUIREVEHTS OF IBC 2009 MID IAC 2009 NOT BEING MET. ICOMD.2•Design checked far nett-5 psfj Mplt}t at 24'mc ep cix:,I BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP VERTICAL DEFLECTION 1IOIT0:LL=L/240,11.1./160 AHD SO1T06 CHORD LIVE LOADS ACT 005-CIOCUAAENTLY. MAX LL DEFL=-0.013'0 -1'. 6.0' Allowed= 0.150' MAX LL DEFL=-0.000'@ .1'. 6.0' Allowed= 0.200' VAX Ll DEFL= 0.000'0 0'. 0.0' Allowed n 0.070• VAX TL DEFL- 0.000'@ 0'- 0.0' Allowed n 0.105' 5.11.11 SAX TC PANEL LL DEFL=-0.109'@ 3'- 2.3' Allowed= 0.436' 1 f VAX BC PANEL TL DEFL=-0.124'@ 3'.10.0' Allowed= 0.472' y MAX NORI2.LL 0(11• 0.003'@ 5'•10.9' MAX HORIZ.TL OEFL= 6.003'@ 5'-10.9' 12 8.00 0 any i deformation i for longteinclude n ) innthe total load deflection. The building designer shall verify that this parameter fits with the Intended use of this component. Deign conform to main windforce•resisting aystee end components and cladding criteria. me c Wind: 110 mph, h=25ft,TCOL=4.2,5COL-O,0,ASCE 7.05, c Enclosed,Cats Exp.9, MFRS,interior zone,load duration factor=1.6, `w Truss designed for wind loads in the plane of the truss only. oPAIIIIIIMIIIIIIIIIMMIIIIIIIIIIMIIMIIIM a .. -s `� PROF�c (I-2.5x4 Ne �G1NF'F ss��� (4'0R. (1I:71:p , ;RGORy } �.1-06 )PHDYIDE FOIL BFMIm6:Jts:2,3.1' 6-00 'V 0- O=�G0A. NS 7/Z//3 �.1t. tBrs.111 JOB NAME: LENNAR- 2701 MULBERRY E - J3 N.J0114,,� Scale: 0.5242 „V' W ` Ar(O I.WBuilder S: GENERAL NmTES.mites upon the aed: ; / ilk"'Vit•'`' t.mueMr.N wesnon tonbWx.twuwNadabN oleo General Nein LThbtaipnbbnNsay.ponamparonarnthorn aNbh.anBuxviduel 1F �,O�j, Truss: J3 and w.mp.bebro construction comanon. redbg aepaent.App.abmy et beim parameters end proal Z 2.2.4tompesebn web bracing ante WlISHy d ane ahmw e, buoNwaaon et ceirymwM b me npmeiniy ot ambe6ng designer. en DES. BY: l.11 3.Ada,,,,.m ,,,,,.dneb W......y.Aebp.a..., 2.Design a.mba M bused Bottom sherds r M Weeny bect4 at •� , Is mansaninty el Me er.da..aadmm.l los.and ed IV as.madame eotes.Mm&cue �; permanent bracing continuous eheamhg tuella pigged shwaNr.RG) MBbnam). r DATE: 7/2/2013 nemnestructure ethe n.anmmyedMbWengdesgner. a2.bryaaridg,nhln. lra.Wu oIe,o..neeohmn amber ' ',,.�`. 4.Ie Ind ..Ire manned to any co,00 90 after ell booing and 4.,.beans ed bun b tam. �y edam nsa,eve.emnctor ,i i7 s`;;,• SEQ.: 5579839 fasteners..anal met abnaeshooedanyleads mabrwn s.Desgnassonanssesamtwaedrere....rew.e,rwanneM 24243 MsgnbN.bappeNbapewpon,L *Adam bean,.m6G.n of use. ` 10 242 • TRANS ID: 372404 s.CompoTmnhenna conaaover and assumes annaebiteiytor M n oaassaa.nnnewr".e."m..n.,w.amm.r„.da.a /��m��1�ryBry111,,@g1I�pRRI''''1gg'1����®g®�g®®��1 BpI11 �1RBBry�I1HL, iMnnon eandtng,.hpr..n.Nisreamen et components. ]Aden assube mes adequate drab.pb 044.4. 7)!/ / I1mm.WI01111III1111WII1111 &This PLWTCAign b CU.odes.c MG e.mm.N/sobI A Plebsshell•wapidaboT faces el W.a.aNpW..daMet a2ar s. y1L/7 SIpN� TPBWyGAr mC9l,apbsedWthl.wwm.naw y.,,neNan gas amidete wapitsise eti stater Foe. Mick USAhtclCongUTtus Sof ere 7b.4SP5(1L}E 10.For�basiecon ectc,ppb1.Y;,gngWasee E5R-1211,E8R-1928 WA) 1 • 111111 11i1 This design prepared from computer input by JP LUBBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' IRC 2009 VAX gEUBER FORCES 49R/GRF/Cq•1.00 TC: 224 OF 116808 LOAD DURATION INCREASE=1.15 1-2= -64) 94 2.4=(0)0 BC: 224 OF @IBBTR SPACED 24.0.O.C. 2.3=(-160) 156 TC LATERAL SUPPORT<•12'OC.00N. LOADING BC LATERAL SUPPORT u•12'0C.VON. LL(25.0)+OL( 7.0)ON TOP CHORD= 32.0 PSF BEARING VAT VERT MAX HORZ BRG REQUIRED BRG AREA OI ON 90TT00 CHORD- 10.0 PSF LOCATIONS REACTIONS REACTIO1IA SIZE 00.I11. SPECIES) OVERHANGS: 18.0' 0.0' TOTAL LOAD= 42.0!SF O'- 0.0' -91/ 5634 -139/ OH 5.50' 0.90 OF(625) 7'- 6.2' 0/ 1502 0/ OH 5.50' 0.29 OF(625) Connector plate prefix designators: LL=25 PSF Ground Snow(Pg) 7'-11.7• -90/ 2192 -129/ OH 1.50' 0.35 OF(625) C,CN,C18,CNI9(or no prefix)=COSpuTrue, Inc 1,V20HS,UIBHS,O16=VITch UT aerie. SOTTOu CHORD CHECKED FOR A 20 PSF LIBITED STORAGE , LIVE LOAD AT LOCATIO@(8)SPECIFIED BY 1RC 2009. � 's THE B0TT0U CHORD DEAR LOAD IS A OINIWO OF 10 PSF. VERTICAL DEFLECTION LIU1T6:LL•L)240,TL-L)160 7-11-11 UAX LL DEFL=-0.011'@ -1'- 6.0• Allowed= 0.150' SAX TL DEFL=-0.013•@ -1'- 6.0' Allowed= 0.200' 1' 1' VAX IC PANEL LL DEFL= 0.326'@ 4'. 5.6' Allowed= 0.596' VAX TC PANEL Tl DEFL=-0.420'@ 4'. 6.0' Allowed= 0.594' 7 -,' VAX HORIZ.ll DEFL• 0.001'@ 0'- 55YA%HORIZ.Tl OEFI 0.001•@ 0'• 5.5•This truss does hot include anyg tine depee1ndent for lonnin total loadndeflection.ers. Theoadbuildingrydesi nertM1e shall verify that this parameter fits eith the intended use of this coeponent. Design conferee to main windforce-resisting system and caeponents and cladding criteria. Wind: 110 mph, h=25ft,TCDL=4.2,BC016.0,ASCE 7-05, Enclosed,Cat.2 Exp.B, OURS,interior 2o0e,load duration Tactor1.6, Truss designed for wind loads in the plane of the truss only. ti w. RO•1.7 `V I - jitalt • ORt1 a eb y i' y �y V&/-z6a�O X0. ' 1.08 0901050 PULL 6EARING:Jta:2.4.31 8-00 w dD°y 7/2//3 EXPIRES 613011 JOB NAME: LENNAR- 2701 MULBERRY E - J4 pwONN,'4.0 Scale: 0.4663 a WApw@NS: OENENAL NOTES,unless o,OMO.mad: 1 'll � ,{ 1.Balder and.,Mfoam mauler shoubb=dAsed el as Os,rral Nobs L TNedaatSnh bash only upon the pa,w*t n sawn end hk,a MAMidual a ' .Ar /.'. Truss: J4 and Wamigs before eonabeenn appnpa. Mdwne coeponent Aap&aSEry of belea panmats,s and bear / r`a t7 2.Zuampession web ba*moat b Installed nem sMan•. bcorperebon or Wane.le t.ns..1.4MMb53.011 ip,ar. ' •7: -. a.Desipn assumes the by ad baobab.b b laterally bead al S�1/ DES. BY: MU 3.Mak 'lempsarY beteg b Insure abbey tabqconstruction Z oc.and at...,rppaybyyty y bwa...by.Mt Mammy,by /_� hMe mapephi.,eft.ender.Addnnul maned Male et cabana OwetUtasuch es*weed ahpiowlTC.n,oe.+aran(BC). , DATE: 7/2/2013 beweal stodure b be resprahSry of the Muding&bear. 3.2x Mead Mains r lateral baba required entre stum•• 'ts..•:" • A.No load Meld be applied. ren db erg cnpenerd d H seerbracing*. I.Warden Oboes ht.naponaldily eft.napearre ab aci. SEQ.: 5579840 fasteners anansbteand Ono Meshewaany loads mate then S.Deal.eseer...dssanbMaaadb•....hue M... 24243 Nola bads be appbd b any component. M tie beery cenahre el ons. A� ,s'T TRANS ID: 372404 5.CompuTns Ms no cooar and pawns na resprnBety force e.D'..4.psunaslun NarLg•1.".09.msh..sn.SNmara.4"r lb ikti tl. faldcdbn.hang.stip,ndaSWlanatonMcoaponada. T.p,onassu esadegata*r tag.bproWb. S.'fhb data la hmlahad subject roes cAb&ns eel by,by a bates shall be baled en Neo hoes of ass.and placedmt.i ceder 7/1/1 'r1QNAL _ I��I1III 11111 NIIII�IIII�11II IIII BVTek USA,InaJComcterns Software 7:4-B'5(tL)-EalNIVICA In Br...51.mi.of whkh we be nabbed upon d 10.Ins coincide with pa center hub. 5.Fo bask connector Sob bale te In ran. Wok ES/-1311-EsR-1Beo%Ink) / I i 111 1111 ll This design prepared from computer input by JP LUMBER SPECIFICATIONS TRUSS SPAN 9'-11.7' TO: 204 OF @t0RTR LOAD DURATION INCREASE•1.15 IAC 2009 VAT MEMBER FORCES 2RR/(OF)Cq=1.00 BC: 204 OF 000910 SPACES 24.0'O.G. 1.2• -64) 94 2.5=(0)0 IC LATERAL SUPPORT==12.00.UON. 3.4•(.132) 133 RC LATERAL SUPPORT 4.12'00.UON. IL(25.0)401( 7.0)ON TOP CHORD• 32.0 PSF 3.4=(•232) 93 DL ON BOTTOU CHORD• 10.0 PSF BEARING VAX VERT MAX 0002 WIG REOUIOED BRG AREA OVERHANGS: 10.0' 0.0' TOTAL LOAD• 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 50.10. (SPECIES) Connector plate prefix designators: 0'- 0.0' •80/ 5260 -189/ ON 5.50' 0.04 OF(625) C,6U,010,CN10 or no prefix) =CoepuTrus, Inc LL=25 PSF Ground Ross(Pg) 7'- 9.2' 0/ 1690 0/ OH 5.50' 0.27 OF(625) Y,Y20NS,Y16N5,UIR=Slick UT merles 7'. 11.2' -192/ 497V 0/ ON 1.50' 0.04 OF(625) BOTTOM C00RT CHECKED FOR A 20 PIF LIMITED STORAGE 9'•11.7' -167/ 24V -169/ OH 1.50' 0.04 OF(625) LIVE LOAD AT LOCATION(S)SPECIFIED BY IRC 2009. THE BOTTOM CHORD DEAD LOAD IS A BINI000 OF 10 PSF. !COND. 2:Oesion checked for nett-5 netI uplift at 24'oc 000cin0.) VERTICAL DEFLECTION IIY1TB:LL=11240,Tl=L/130 9 MAX LL DEFL=-0.011'@ •1'- 6.0' Allowed= 0.150' SAX TL DEFL•-0.013'@ •1'- 6.0' Allowed• 0.200' VAX TC PANEL LL DEFL•-0.176'@ 3'-10.9' Allowed• 0.598' VAX IC PANEL Tl DEFL•-0.231'@ 3'-11.0• Alined. 0.997' VAX H011IZ.LL DEFL• 0.002'0 0'- 5.5' 12 r VAX 60412.TL DEFL• 0.002.0 0'- 5.$' 0.05V G This truss does not include any time dependent deformation for long term l0adORg(creep)in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. cXa Design conforms to main wlndforce-resisting c system and components and cladding criteria. o g. Wind: 110 mph, h=25ft,TCOL=4.2,8COL=6.0,ASCE 7-05, Enclosed,Cet.2 Exp.9, MFRS, interior zone,load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. o 4T 'i<4D PROFFssi Y ri� 5 -i �5 Na.GINE-4.t. O,A /� 111.2.5x4 �( Itt i 4.OR,0 1 1- l .1. �q V°�y28.+9��a2 1-06 6-00 1-11.11 L' 11..100' !PROVIDE FULL REARINGUts:2.5.3.4! �IZIl3 JOB NAME: LENNAR- 2701 MULBERRY E - J5peJogAr Scale:0.4524 'I' WAere1na: onoanal NOTES,Wassonenw noted: I W^V' �r Q 1.Bdeder ed .teen mneactor should advised el eV General Nates 1.ThM design S based cnyrmonoo parameters shove and's for anbdMdua1 ; / i' ,, Truss: J5 sed Warniga won mnstmenan commences 1.3740 MM....App4.any el dm*perameten and proper RR 2.244 carpresabn vwb bracing mist be Inland Inhere sh.sn 4. NceyPabn of mmpellMt IS M respwglNy of Ws Irks designer. DES. BY: AU a.Addmon.1141,54'arveruowbbawmesyemlgconewrnan 2 p°°bnasawsatlsbpa000exmanmMbbtebrybraadal •� -it:- lenerupensfiAy et.endo../5term pennon.brachy et 2'etand Nip es.messily*unless Paced throughout their by DATE: 7/2/2013 ele4nlaabuebslelMnspmB7tyelthe 1b1i01nth'•'^t"a.'eh..prya4aan.ao sheathing(TC) e/. 4.No bad Nadd be eppeed b any s4m4.nM elbracing end 4.Instated**Impact bridging Ws h es apm.RRiyor lateral bracing rce No,espsceemnln,br. ..i� ���' SEQ.: 5579841 aoP0,a.,emoo.end et.eo.NwniaNgbadsarew.,than 5.aOs0assumes tunes entobeused hanen<Onoab.Nmm�maM. 24243 TRANS ID: 372404 deem bade be monied lo any component and me bevy mnmion'elem. A� AA a.GmpuTns has no control ever and assumes ne NsponWaty for fist 6.1,xH......"14beaMg n 411.340,14 shone aMnarvs4ae a "rO �is•s.etl; hbkafen,handing.ekpn.N end bstebeen Na0'...ht. 7.Pesgn unmet sdequa146ab as.bpoYlod. /q' IIIII1)111111I1IliiiI 11110111II a.ThbdnwnNbmbcodsoiled el514.vwb.bn4set lord.bydmenr IPlates.N.0Mlbb both elMs.end pbmd.oMbmNar 7!L! V‘5370 V�AL TPWrfCAbBCal,copies denim vObhvNrMd ppm ngnsl Digsmbsb.see ofgdNnInche AATek I) NIC D.Digits Ingrate.6.Nptelen c,.4. lCanpuTnes Software 7.6.4SP5(ILK 10.For basic canned.pate design nines me ES1•1311.E311425e pa in) ! i 1IIIII1II This design prepared from computer input by I' JP LOOSER SPECIFICATIONS TRUSS SPAN 13'- 0.0' (EOND.2:Deaj, - .. ' c •a TC: 204 OF 7188711 LOAD DURATION INCREASE=1.15 SC: 204 DF 0108TR SPACED 24.0'0.C. Design conforas to main windforce-resisting (. system and coaponents and cladding criteria. TC LATERAL SUPPORT..12'OC.DON. LOADING Wind: 110 mph,b=25tt,TCOI=1.2,BGOL=6.0,ASCE 7-05, IC LATERAL SUPPORT u.12'OC.UON. LL(25.0)401( 7.0)ON TOP CHORD= 32.0 PSF €10 mph,,.25.2 TCDL.4 ,RCSLO DL ON 80TOTA CHORD= 42.0 PSF interior zone,load duration factor•1.6, Connector,CR,CIplate prefix designators:x =ConTOTAL LOAD= 42.0?SF Truss designed for wind loads C,02SHSR,CSRR(or no iTch IT=riepuTrus, Inc in the plane of the truss only. Y,Y20NS,YIDHS,U16=NiTeb YT series LL•25 PSF Ground Snow(Pg) h OSTED STORAGE GOES NOT APPLY DUE TO THE SPATIAL Gable end truss on continuous bearing wall 0011. REOUIREUENTS OF 18C 2009 AND IRC 2009 NOT BEING NET. Refer or equal typical at stud tail for Refer to CoapuTrus gable end detail for 801100 CHORD CHECKE0 FOR 10PSF LIVE LOAD.TOP complete specifications. MID ROTTON CHORD LIVE LOADS ACT NON-CONCURRENTLY. 6-06 6-06 f f f 12 a u-4x4 12 a.00 p Q R.00 ilii I 111 , ,c fTd� Iir v 0 �2 ' t\GINS6%-'`Vin e.ft-, fir U-2.5x4 11.2.5x4 */1t" ( •� s • AOR e•NAD m 1 1-06 1 13-00 / -/If i,y y' 4 JQ\ ' j 7/2//3 EXPIRES 6/30115 JOB NAME: LENNAR- 2701 MULBERRY E - KiScale: D.417, 1pP'w0NAr,� WAPIuelas: GENERAL NOTES.Wass oMrab.naiad: �• a � � Ord 1.loader and ar.etlan amnaor should Ia.d.b.a al ad Canal Nobs t Thbdxipn b based any span m.pamn.ba&ahem and b lot anbdMdual $IT'7.,', �:Truss: K1 and wamYps W/ore...Mallon cemnnoes. b npampenanl.Appac.a�Hy Nd.dlnaaran.bn.and prep ` O2.2a4ampmalon web baale mWWWtenad N.ra shown s. barpnrasea N araon.0HM a.pontRYNM WO/na delien., ,, } Z DES. BY: 6U 3.Mdaonalbrnponarybaareldbsun Nabeydubmanwnnbn 2.Oealnn•ssum.M by and Mama dadsbb.bnraer braad.t NMnapan.bAy of Umamt.Mddon•Ipam.,nA bracing N 2-ea and al lov as.nspeNwy onion odsho ed awasMM*ma lenwh by M overall sbwd..Sen nsponaiHyNMa b nmaaddaAee Ping sada.p1ywad sh.aa4.e(TC)ovo,+nrynaa(eC). DATE: 7/2/2013 buldag aw.r. xiabrsadbNabnklalwal e..,bnanaaaelladai .sham.• re 4.tb load Amid be4004db any oo.pnunl matador aabnarg and l brla46on*gauss Is 1/0.nabbns y NM nap.aWa antra., SEQ.: 5579842 bat=nnrsananglesand atnoSnshould any load.greater Mn a-Malan....n..ova..anbWaad la•nan0wao,.en.renment 2t2n aagn bads be appie4 b any cempent. t and ma au dwwa Mn a use. paa,5nne 0 norvwdpoE . TRANS ID: 372404 scamp on.bannae«.W,.aara,d..am..n.napena.Arr.rM .r0 4bISTER labrkaaen,WnO5np,ndsAN.d and Wtabaon a components. 7.Parte Rat.shab.l o, doe drainage by!smiled. - SJONI's 1111111111111111111111111101 e.inbdeslpnbbmbMpins OW.. tcib MarRaWna albM by 0.Ins0slWWbaatad en bola laws tea,aM placed an MeiaMr ���// JsIT✓ TPN/TCA6 SCSI,wpbs NVM ArAWfumhMd sen nWaal !.Das adial.h�olpleNFinch.s MTeh USA,lrtc tontpuTnn SoMarra 7.6.ISP5(IL}E tO row Wakanmcsor ebb Msgn vNwase.ESR-earl,ESR-tlN W?ekt 4 • 111111 ' This design prepared from computer input by JP LUUBER SPECIFICATIONS TRUSS SPAN 12'- 10.5' IRC 2009 UAX VEUOER FORCES 489/G0F/Cq.I.00 TC: 204 OF 8108TR LOAD DURATION INCREASE m 1.15 1.20(.5671 223 1-5.(.114)367 5.2.(0)299 IC: 204 OF 018916 SPACED 24.0'O.G. 2.3=(-5681 237 5.3. .114)367 (1 WEIS:204 OF STAID 3.4=(-61 94 LOADING IC LATERAL SUPPORT<=12'0C.OOH. LL(25.0)/DL( 7.0)ON TOP CHORD= 32.0 PSF BC LATERAL SUPPORT<=12'0C.0011. EL ON BOTTOU CHORD m 10.0 PSF BEARING UAX VERT VAX NO02 BOG REQUIRED ERG AREA TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS 312E 55.I11. (SPECIES) OVERHANGS: 0.0' 18.0' 0'• 0.0' -70/ 5340 •111/ 1170 4.00' 0.88 OF 6251 Connector plata prefix designators: LL=25 PSF Ground Snow(Pg) 12'. 10.5' -115/ 7350 •111/ 1170 5.50' 1.18 OF(625) 6,611,618,6018(or no prefix).Coepulrus,Inc LIMITED STORAGE DOES HOT APPLY DUE TO THE SPATIAL V,U20HS,U18XS,U16=ViTek UT series REOUIREUENTS OF IOC 2009 AND IRC 2009 UOT BEING VET- [COND. 2:(lesion checked for neti•5 psfl uplift at 24'oc soacing,1 VERTICAL DEFLECTION LIUITB:LL-L/240,TL=L/180 801700 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP UAX LL DEFL=-0.011'0 14'• 4.5' Aland= 0.150' AND 601108 CHORD LIVE LOADS ACT R011•COIICURAEIITLY. MAX it DEFL=-0,013'@ 14'• 4.5' Allowed• 0.200' 6-04-08 6-06 UAX IC PANEL LL DEFL=-0.115'@ 9'- 4.7' Allowed= 0.476' fUAX IC PANEL TL DEFT= 0.111'6 3'- 4.2' Allowed= 0.714' 12 12 VAX HORTZ.LL DEFL=-0.003.0 12'- 5.0' 8.00 ''U-4x4 Q 8.00 UAX HORIZ.TL DEFL= 0.006.6 12'- 5.0' 24'0' This trues does not include any time dependent deformation far long term loading(ycyreep)ggIn the N shall verity that this The buirdfit,dwiithsthe "� intended un of this component. IA' Design conforms to main Windforce•resistlhg system and consonants and cladding criteria. Wind: 110 mph, h=25ft, TCOLe4.2,8COL=6.0,ASCE 7-05, Enclosed, Cat.2 Exp.B, USERS, interior zone,load duration factor=1,6, Truss designed for Wind loads in the plane of the truss only. I a- 0 to pw c iv.. 5 ... �y�Ep PROFFds U-2.5x4 U-1.5x4 U-2.5x4 (gp �G1NE'F. �3 s S l QiiiB b 026.4' 'C3 6-04-08 6.06 Vxit .S Y y G�12-10-08 1.06 0Nk' '4'JOt17/ 2//3 EXPIRES 613011 JOB NAME: LENNAR- 2701 MULBERRY E - K2 a,,O p,.JOHN,i� Scale: 0.4485 i W AY 0 y1.Wider a.7lis denple b,unless edoch upnis*Mbtr. ; / yt • AO 1.WWrarld erection manacles should be advbed elY,emM Ndes I.URALslW'bMsadentyapnlse paraiea.: ahoxwabhMMambldua * 1[ Truss: K2 end wandnps beton construction commences, bulling wnpeneniA kW-Wally el design wramebn and proper 2.2•4 compression web bruin,mune Maul Installed Wura shorn.- �rp«+aan o/uneerism4uw wsperubay eine wadne designer. .y DES. BY: MJ 3.Aedaou,ie.mporanbramyb seam slab.ydoing ce..mnson 2.Deg.assumes u)..lop'.aa ,uc,00d cs,......'agaaoc. �� f; le Ow esponAyy or Ole ender.Adddonel permanent bracing p Nu cuyerou a ,..cc° •' DATE: 7/2/2013 mmemltsendeeenenapammr:iarmab 40 designer. Col cad bide ege�saapy Bracing1.'4,wno,. .nes«my.oyeei. �,.. 3.hNpadbrldeeg«4W ponst ay.n e,dMweahmmnem . 1:.. 4.Ib leadai«H M eppaad 4 any component Wl eller ell bred,and 4.Installation el buss a ewe o e,nry dew resew*.eenenM. ,r'24243; SEQ.: 5579843 Interests ere compbb dew tie wee time should any Wadsee./sun s.Design assumes busses me 4l»used 4 a nom<«,ewe envwnmen 14243 design beds Be applied le am comment den Seedy sendtbe el use. TRANS ID: 372404 s.CompuTmehesnecontrol.e.and assumes notespensssyfee ae e.D..yea.n.n..Mb..d"xme.upowohen.eeane'.'wae3 O�1Z0IS rGO Sbdcadon.Amnioma..ropm.m end i,eewtlon al ma'am*. 7_Da.yi�usu..,edpuda rawpo b presided. S.S,ONAL 1111111111111111111111 I.Tweed.dpeemldopinoosallied bh,OneGbeUlna bat kr B.MIAs ,b�weheeasl amdpb.dsogdambr 7Ii S l5.d.AO In Mil.cepbsolnNch WesM 60 s.oI assn naued Saws dm usnpH cantor peas. ISTek L�kno C B.Dyes i'd<ale g m allele In Inches. onpuTnn Software 7.6.4SP5(1L}E 10.Far/ask mnrncbrplate design values see ESR-1311.EaR•i9es pines) I I p 1/I1IIIIII This design prepared from computer input by II JP LOWER SPECIFICATIONS 3-00.00 GIRDER SUPPORTING IS-GO.00 IRC 2009 VAX VEVBER FORCES 48R/GDF/Cq=I.0O It: 2x4 DF BC: 2x4 OF SS#1811T11 LOAD DURATION INCREASE•1.15(Non-Rep) 1.2=(•83)94 1.3=(-51)41 2.3=(.85)44 WEBS:254 DF STAND LOADING IC LATERAL SUPPORT<=12'OCLL=25 POE Ground Snag(Pg) BEARING VAX VERT VAX NORZ OPG REOUIREO BRG AREA .UON, IC U11IF LL( 80.0 001) 14.0)= 64.0 PLF 6'. 0.0'TO 3'- 0.0'V LOCATIONS REACTIONS REACTIONS SIZE 60.19. (SPECIES) BC LATERAL SUPPORT<=I2'0C.UDM, BC UHIF LI( 137.5(001) 113.5)c 251.0 PLF 0'. 0.0'TO 3'- 8.0'V 0'- 0,0' -72/ 5224 -50/ 62H 5.50' 0.84 OF(625) Single member as shun. 3'• 0.0' -68/ 4230 -59) 020 5.50' 0.68 OF(625) Hangers attached to the bottom chord 116111D STORAGE DOES NOT APPLY DUE TO THE SPATIAL Mae d REOUIRE000TO OF IBC 2009 AND IAC 2009 NOT 6EIN0 VET. �C0110.2:Oesian checked for oet(•5 asfl uplift at 24'Sc seacina.) sill have 1.5'max,nail penetration. BOTTOU CHORD CHECKED FOR IOPSF LIVE LOAD.TOP VERTICAL DEFLECTION L10ITS: LL=L/240,TL=L/180 Connector plate prefix designators: C,CN,C18,CH18(or no prefix) =Compuirus, Inc Aol BOTTOU CHORD LIVE 10050 ACT NON-CONCURRENTLY. VAX IC PANEL II DEFL= 0.008.0 I'- 7.4' Allowed= 0.164• 11,1120110,111805,416=051.0 VT series VAX BC PANEL TL DEFT=.0.007'0 1'• 7.9' Allowed= 0.126' 3.00 '•For hanger spew. -See approled plans 1' 1AX NORIZ.LL DEFL= 0.000'0 0'- 5.5' 12 SAX NORM.TL DEFL= 0.000'0 0'. 5.5' 1.1017 This truss does nut include any tie*dependent defamation far 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. U-1.5x4 Design conform:to main windforce•realsting -a' cysts,and components and cladding criteria. Wind: 110 mph,b=25ft,TCOL.4.2,RCOL=6.0,ASCE 7-05, n ... ..d141111I n Enclosed,Cat.2 Exp.B, SUERS, lE interior tone,toad duration factor=1.8, Truss designed for wind loads in the plane of the truss only. 0 0 o N Of IMI O 11►�� .. 3 -,' 11-5x10 U-1.5x4 -W PR0p •••• .. GINE s/oy 1 $S / ,L 6e G6 m 3-00 vG 9b _ 1,y 4)-26." ,rU G7 ,°A.700''7/2//3 EXPIRES 6/3011 JOB NAME: LENNAR- 2701 MULBERRY E - L1 Scale: 0.6499 40 ON a � /04.' WI.Bot O3: a.ThAA.NOR;unbnea 009,Nba. !w y 1.Buederand wadi=<onnader sholdb advised of al bnarot Notes 1.Thbdesiyn bbused**upony„psramabn shwa.and b lar an bdidad , * �, Truss: Li and Warnings beton conabuclbn nmancos. beano Donn. Apgwt�y a design mum.and ,` }4 p 2.h/cmMnsnce web aa<byeu.taeeland.Aranee,s.. bmrporabn ofconton b an„aPasbaty MOr bey asgrnr. ,` I /3,1 x 3.Aa.N1„ilporeryaasb,bbu„N:eily darb'O nns6rAaon 2.Design assumes.by sod bottom thuds b b Mealy a 4•4an I"' DES. BY: AU hnn rasponanynre.ere<lo,.Addeonal Form..estop of and at a,w*er�on*wtd.natt*C«smdnebbnrah. be ose„a stmt. buYbahsianr. 2.continuous.bp.Lumping blatant oc< aaheathithese udln arywaa(64y. _ DATE: 7(2/2013 ton s501ya ed win.„044.+. �/',,,, 4.No bad sboWb appad b any corrponW anti e.*al basinssd 4.bYaalien of boss o.tos.nsiun O.„spedrse...dm SEQ.: 5579844b.lwun....,,.baed.tm Nr.alwulaamb.a,naarwn 5.Onsiur nuns bases an le a ossa b a roncmmMa environment. -14243 asipn bads I.voted b any cempononl me an for'thycmaloeof use. TRANS ID: 372404 5.Mutation.Magna. contton.,O and aeenm.snanap.„errywmn a.a„le<nesem.wascarp>..a«ppam.heam.emrra,„edaex ' OD 1' i? IS1ER and 6. p S.TTM16sdesip,bn funds!d cnto be_,OnbIandsetbrerby e.PlabaentNckdakad.'anis Aloe ofIrv,p.c°,,.�dpbs.daaaeb„„er - SYONIL III���III�1IIIVIII II II,I ILII ILII AMIALLISAInc/Cceepao Software 7.,4SP5(1L}E:nil a Mobbed upon � IO.ra askaenncbr pl.NYpe Muss sa ESV-1311.Ean$8900ait.OU s balm.Mb joint au.,billf. C.txaisbd<ab aha elpbb b brass. 1 • • IOU IO This design prepared from computer input by JP LUVBER SPECIFICATIONS TRUSS SPAN 2'- 0.0' TC: 2x4 OF StaOTR LOAD DURATIONINCREASE-1.15 IPC 2009 VAX YE1-2p FORCES 2.3=(-76)6)9 2-4)(0F)Cq=1.OD BC: 2n4 OF 816870 SPACED 24.0.O.C. 0 2.1=(0)0 2.3.(-76)60 TC LATERAL SUPPORT a=12'0C.MON. BC LATERAL 6UPP0AT e= LO 12'00.YOfI. LL(25.0)40L( 7.0)ON TIM. Tf1P CHORD= 32.0?SF BEARING VAX VERT MAX HORZ 8RG REQUIRED BAG AREA 01 ON 00TTOU CHORD= 10.0 POE LOCATIONS REACTIONS REACTIONS S12E SO.ID. (SPECIES) 000900600: 18.0' 0.0' TOTAL LOAD= 42.0 PSF 0'- 0.0' -85/ 429V -57/ OH 5.50' 0.69 OF(625) Connector plate prefix designators: ll=25 POE 6rouod Snow P I'- 9.2' -73/ 20V 0/ OH 5.50' 0.05 OF(625) C,CN,C18,C1118(or no prefix)=ConpuTrus, Inc (91 1'-11.7' -37/ I2V -57/ OH 1.50' 0.07 OF(625) U,Y20MS,118HS,U16=01Tek UT series 1001100 5T0RAOE DOES NOT APPLY DUE TO THE SPATIAL F REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING VET. OND.2'Dealpn checketl far nett-I paf) @plait at 21'a spRpigg l BOTTOM CHORD CHECKED FOR fOPSF LIVE LOAD.TOP VERTICAL DEFLECTION MOLTS:LL-1/240, TI-I/180 AIMBOTT00 CHORD LIVE LOADS ACT NON-CONCURRENTLY. YAX TL OEFL=-0.013'@ -I'. 6.0' Allowed n 0.150' MAX TL BOIL=-0.014'@ -I'. 1.5' Allowed= 0.200' 1.11-11 VAX IC PANEL LL BOIL=-0.004'@ 1'- 1.5' Allowed= 0.111' i fRAX TO PANEL Tl DEFL=•0.004'@ 1'- 1.5' Allowed= 0.171' UAX HORIZ. LL OEFL- 0.000'0 0'- 5.5' 12 VAX HORTZ.IL OEFL= 0,000'0 0'- 5.5' 8.00 7 This trust dons not include any tins dependent deformation for long tern loading(creep)in the total land deflection. The Wildingdesigner &hall verify that this paraeeter fits s with the intended use of this eeeponsnt. y Design ndfns to main mindforce-resisting sy&tee and coepon.Os end cladding criteria. Imind:110 mph, 0.20ft,TCDL-4.2,8CDL-6.O,ASCE 7-05, c Enclosed,Cat.2 Exp.O, MFRS, interior ion.,load duration factor=t.b, )2. Truss designed for wind loads T in the plans of the truss only. o,- s �IMIMIMIIIIII il-2.5x4 '47' PROFc i 5�i.G1MFF) 3 y y tt.y "1� 1 , 1-06 2-00 • s0.e@ , (P9OVt0E FULL BEANIIIG:Jts•2.4 3) O Gr 1aab Z r26. O 9G/OA.JON# 7/2//3 JOB NAME: LENNAR- 2701 MULBERRY E - SJ1 Scale:0.6941 4$ p.JOHiN,/� WARNINGS: GIPIORAL NOTES.Wn.Ch.M.wad: A4r' o . Truss: SJ1 1.Bader end««aena«badorYwo be advised of all General Nm.. 1.TMaa.ayn b based only upon M memoirs*hem and a kr eni,dMdoA ; / i'� A 1.' odnes been construction w«wn.. hewing component MpacsWV el dully;parweNn and Rple.pp x.244 oempressbnw.b Wooing rwsi be installed when share*. klmrwna0n eroenponeM le the nspewbTry MM MidbaaM pr, DES. BY: UJ 3.Addaone to pwrary badnpb Wu.sabBy Gybe wnwebn 1.days uaues IN bpand bottom sherds le Se Wordy hexed Neer aN.r«pwWRy.IM.r.ebr.A06e.ne1 prrwneMMaobpat 2e.e.eMattO'os.such Bneuph'MMb try Y}i DATE: 7/2/2013 N.a«mnWM.ben.Naneben0Mbuadn0441Mo. 2 fro.& otoes a awwpywwdaheawmnmshnus«aryw.yeW. 4.No teed about be apple.]ba 4.1.bpOM of bus Mahnlb bracing nei.dwhe.shewre. any tinesnwl Any loaerNba' and S.bnbeaaos assume hMn.l loose/MnapasWawMasbr. a 24243 SEQ.: ID:5579845 hsign ba re s Se appab aedatwbne Ant. arrybads e..aarwn 5.dd eor%lftteases a r.to Mre.dbawnearnapn aaArewaN, bsynbadswap wall anycomponent.assn) aedahbr'I*re.bbn'M we. +1 Ak1 � �Q' • TRANS ID: 372404 a.CenpoT�buneewbatowraN asawresnernpewb$y bribe e.d>y"«awm.srw NaGpatNauppow whew.ENm.ru.da.e �}' R fabrication,baser erg.aligned and Installation of cspawMo. 7.Dealpn mums adeeehl*Aima le p0Ndad. 2/i/1- 111111111111111111111 4.This design Is C5,copies b M Steams set bM by a Rabe WI Se boated onoSG has el baa.and paced week ewes, .. „S10MA • TPNNfCAb RCM.wpbs Mnkdah weane.nbned won speed. Ines coincide MRbt teeter Met. !ma USA.hwlCaapdirus SAMARA 7b.4-SPS(1LK is For watcconuDeo ramie c;rf�'bgnhaa. plate design vaaMsae.ISRFull.eaR-feeepartay • i 1 11111] NII This design prepared from computer input by Y JP LUMBER SPECIFICATIONS TRUSS SPAN 3'-11.7' TRC 2009 VAX REUBER FORCES 4R/GOF/Cq=1.00 TC: 214 OF 010870 LOAD DURATION INCREASE•1.15 1-2=(-66)94 2.4=(0)0 BC: 2x4 OF 018015 SPACED 24.0'O.C. 2-3=(-S9)73 IC LATERAL SUPPORT a•12'0C.UON. LOADING BC LATERAL SUPPORT a=12'0C.VON. LL(25.0)001( 7.0)ON TOP CHORD= 32.0 PSF BEARING VAX VERT SAX NORZ BRG REQUIRED BAB AREA DL ON 80TT0V CHORD• 10.0 PSF LOCATIONS BEACTIOIIS REACT101IS SIZE $0.00. (SPECIES) OVERHAI15: 18.0' 0.0' TOTAL LOAD= 42.0 PSF 0'- 0.0' -92/ 4410 -84/ OH 5.50' 0.71 OF(625) Connector lateprefix designators: 1'- 9.2' -54/ 62V 0/ OH 5.50' 0.10 OF(625) PP 9 LL•25 PSF Ground Snow(Pg) 3'-11.7' -44/ 940 -84/ OH 1.50' 0.15 OF(625) C,CS,OI6,0118(or no prefix)=CoepuTrus,Inc V,V2SNS,VRRS,N16•Stink VT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL HXINO.2: Mesion h REOOIRESEIITS OF IBC 2009 AND IRC 2009 NOT BEING NET. VERTICAL DEFLECTION LIVITS:LL=L/240,TL=L/1N0 12 BOTTOM CHORD CHECKED FOR IRPSF LIVE LOAD.TOP MAX LI DEFL•-0.011'@ -1'- 6.0' Allowed= 0.150' 8,00 V AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VAX TL DEFL•-0.013'6 -1'- 6.0' Alloyed= 0.200' III 3 -+r SAX BC PANEL LL DEFL=-0.003'@ 1'- 0.1' Allowed= 0.054' VAX BC PANEL XL OEFL•-0.003'@ 1'- 0.1' Allowed= 0.072' MAX H50IZ.LL DEFL• 0.001'6 0'- 5.5' SAX HORIZ.ii OEFL= 0.001'6 0'- 5.5' f• This truss does not include any tine dependent deforution for long term loading(creep)in the total load deflection. The building designer shall verify that this parancter fits with the intended use of this component. Design confores to main windforce-resisting spates and components and cladding criteria. Wind:110 mph,h•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 plans of the truss only. o/- U-2.5x4 to PROF* <0 aG1Nek,• fr it if 1-06 2-00 1-11.11 • 0• e (PROVIDE FULL BEABING:Jts:2.4.1 09 G4)s26eOu0' CY G�UA.JO�NS 7/2//3 EXPIRES 6/3011 JOB NAME: LENNAR- 2701 MULBERRY E - SJ2p' Scale:0.7037 4,9Wfb+o WARNINGS: GENERAL 1O1E5.winos Mends*nein& E 1.loader and erection contractor shad0 be advised else Gum.,Nabs 1.This Nagn Is baud only upon the paran0Yn Oman and Is ter an Mviduel htt'. � �' Truss' SJ2 and Nbmbg•heron censnuctbn'="='=sus. balling cornpaaent.ApplulWy arasgn parameters end proper • 0 • o ' 2c4campnbbn web bracingmustbe installed awe snow.. nNaryaaaon numpoean Es reepan=EAy of to bulldog Nslpar.3.Add'Noml20nign auamslM b4'•=d MtlarncMnsb be+000 Macod DES. BY: MJ a•no.and at IP o.e.such as .O lTCuyuut their length by loth.a.pen.&xv*rth.motor.M9loneipemrmre bracing of conbuaradMethbg such as plywood..c Nem)e2hrdrywee(65). DATE: 7/2/2013 ge*nraa struMra b lMnspeneiLyotthebn3.9&Signe. 3.2sImpact bridging,w larvas bracing required atone atom+a .:a rF 4.lb bah w d should be appledry component W as,as bracing and 4.Installation afWu loMn maty alga respoc0ncontractcontractocontractor.wr SEQ.: 5579846 belswecomplete end atnoeroshould any bads ire*than 5.Design w ssesareMnndInamn<wnweemiammn, 242x3 Melon bads be speed b em*onwnen. Mw=bray cmdilore*luso. 5 TRANS ID: 372404 .cornpul a control and assemesnomoomSEyhtthe t Duynan""""'" 4".".s"Pamehpn.51*'""weg•a �O .tet 1 43 I, • 6.66.6..hondong.shipment and banheenalceepanns. a Designassswms adagumaawgs 6rsido. I�I�� N�I 11111 111111111 I�IIII e.This dnignb bmhMd subpct to he Miutlons ret WM by M Rates shalbo located en beth hoes el truss.wd pared so auk ^IZ /+, SIpNAL 1PKYfCA In Seal copies or which ail be furnished rpm request. sus coincide nth iebt center Ines. // f/ NITek USA,In Trus Sofhwe7.6. 10 mgnurrcnw.nPlarabraha` CJCpIIpU 4SP5(tL}E: S.Olgbaskcm sizeef pYNnieches. su S50.-tall,EER•)9a5 piRak) • • IIIIIIIll This design prepared from computer input by JP LUMBER SPECIFICATIONS TRUSS SPAN 5'.11.7' IRC 2009 VAX 6EOBE6 FORCES 48R/G0F/Cq=1.00 IC: 254 OF 6166TR LOAD DURATION INCREASE a 1.15 1-2=)-66) 64 2-4=(0)0 BC: 204 OF 6)5610 SPACED 24,0.O.C. 2-3.1.126) 105 TC LATERAL SUPPORT<=12'0C.UON. LOADING BC LATERAL SUPPORT<=12'0C.U06. LL(25.0)401( 7.0)ON TOP CORD= 32.0 PSF BEAIING WAX VERT MAX HOPI 6RG REQUIRED BAG AREA OVERHA6G3: 18.0' 0.0' DL DN 601106 CORD= 10.0 PSI LOCATIONS REACT700S REACTIONS SIZE 10.16. (SPECIES) TOTAL LOAD= 42.0 PSF 0'- 0.0' -67/ 4310 -110/ ON 5.50' 0.69 OF(625) Connector plate prefix desi nators: LL=25 PIF Ground Snow(Pp) 5'-17.7' -67/ 1436 -110/ OH 1.0' 0.23 OF(625) C,CN,C18,C618(or no prefixlp Compuirue, Inc V,Y20HS,118HS,I18=Mlick YT series LI61TE0 STORAGE DOES NOT APPLY DUE TO 7HE SPATIAL REO5IREIENT6 OF SIC 2009 AND IBC 2060 NOT BEING MEL BOTTOY CORD CHECKED FOR IOPSf LIVE LOAD.TOP VERTICAL DEFLECTION L060TS:LL=L/240,TL=L/1O0 AO BOTTO CORD LIVE LOADS ACT 6ON•CONCURREIITLY, CACTI DEFL n-0.013'0 •1'- 6.0' Allowed= 0.054' y VAX IC PANEL LL DEFL=-0.006.0 1'. 0.1' Allowed= 0.072' VAX IC PANEL'IL I l DEFL=•0.006'0 '- 0.1' Allowed= 0.072' 12 VAX MATZ. LL DEFL= 0.001'p 0'- 5.5' 0.00 7 '( VAX HORIZ.TL DEFL= 0.001'6 0'. 6.5' This trues does mot include any ties dependent deformation for long torn loading(creep in the total load deflection. The building designer shall Verify that this paresater fits wit the intended use of this coaponamt. Design conforms to main wiedforce-resisting system and components and cladding criteria. a a Wind:110 mph, h=25f0,TCDL=4.2,BCDl=6.0,ASCE 7-05, 4 Enclosed,Cat.2 Exp.B, VRFRS, interior zone,load duration factor=1.6, Truss designed for wind loads in the plana of the truss only. es o o O 4/1.=+. Y U-2.5x4 ���to PROF? CD 0 I lk VI y , j. . �oR em Qe 1-06 2-00 3-11-11 / O G!1'26°' , 12504IDB aIN6•It•2 1 ( 121- �NP4. E Fm 7/2//3 ;'I- _ 631 41 JOB NAME: LENNAR- 2701 MULBERRY E - SJ3pa101lN1* Scale: 0.5137 ,4'%'s W 'lyd0 wMMHG& GENERAL110794,unless benulee mad: 1.Bue0er end erection sorbed*.shod/be advised of ea General Nobs 1.This design le based orb won the parameters groan and b toren Individual .111 �'� A� . ,. Truss: SJ3 mrd M.N.bean cenMNyn commences. aWMerrumpor cenmeenlb th rsponge paramanend mproper da aaad..presabnmabraaYgmwibknotted waa,enemar, 'colaassuon esthole,enbMmconaaTytlMWibraced nm. DES. BY: MJ aAddeannrnonna,ye.><bgaaae.meaerm.:gaenauww, 20.YanusamesNebPendEutlom<MrdsbbWaraybacMal E �. b Pm respomme4y OM*radar.Mabee!permanent lump el re.e.*et HYea.reepeaevey okeu Maud throughout their length by DATE: 7/2/2013 ManracocnbnebM aspnam�aeoa oe ge.dpec centavosalbanbga«gas pyaoodsnaaw,gc7Cl nar«mrweelec/. ^i a 24 aged bridging ea bloat bracing revoked Mea Oman e e l Ito load.o to eppbd amy<onponent oro bracing mad 4.Wtallaion el Wes le M espan mRr NMr respective contractor. -SEQ.: 5579847 fasteners me compete end alnotime amwany Mdsrealm then s.aw1+norm Mum.aaab: disc,e-ceumboeo*oan.m 2420 TRANS ID: 372404 design bads be sepia,a o,y component. Dandesign osoono«.ao.elms. t� A n.'CempuTushaamonbeimoendessumasaneadamuybrM a Design unman rut laming Mel sS amen Sbbn or bedge x -','I'/a_ •141,.t cpt aMinan,Is 6ung,dhTrmaud MEw u,,nooss,o, .. 7.Design assumes asppnb&abasebprovided. vf•5]f_' JIG'` INI��NI NIIININI NIIIIIiNII a Thadeatp,bambMdaWJMbMemTalbaedadhby ksshall beknobs/enbMhcosalbum end pacwsebob ader S/0 NAL TP4WtCA a SCSI.copies d nldch tow be haNamd upon request cos coincide vMh ped anter ems. 7/Z� AlTeklSJ{InclCompuTrus SoR•rdre 7.6ASP5(iL}E In ,aoa,,,m°a°dardPbaaaa,a' / r ebb design vabes see 93/1.1311.9.511.19813 pro) . a IIF111666I ,1IVIIII This design prepared from computer input by u JP UNSER SPECIFICATIONS TRUSS SPAN 0'- 0.0' 1002000 SAX BENBER FORCES 199/GDF/Cq=1.00 IC: 204 OF 11SBTR LOAD DURATION INCREASE=1.15 1.2=(-61 04 2.4=(-154)0 BC: 204 DF 1108TR SPACED 24.0'O.C. 2.3=(-120) 142 IC LATERAL SUPPORT.•12'0C.DON. LOADING BC LATERAL SUPPORT.=12'0C.OON. LL(25.0)401( 7.0)ON TOP CHORD• 32.0 PSF BEARING VAX VERT VAX HORZ SRO REQUIRED BRG AREA DL 011 BOTTO5 CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 00.11. (SPECIES) OVERHANGS: 18.0' 0.0' TOTAL LOAD= 42.0 PSF 0'- 0.0' -73/ 4950 -154/ OH 5.50' 0.79 OF(625) 5'-11.2' -110/ 170V 0/ 0H 1.50' 0.27 OF(625) 11 Connector plate prefix designators: LL•25 PSF Ground Snow(Pg) 0'- 0.0' 0/ 630 -154/ 0H 5.50' 0.13 OF(625) C,C11,CI0,GIIO(or no prefix) =Compslruo,Inc V,V20HS,016110,016=Bitch VT series LIMITED STORAGE DOES RIOT APPLY DUE TO THE SPATIAL i _ RESUIREVENTS OF IBC 2009 MID INC 2009 NOT 00100 VET. VERTICAL DEFLECTION LIMITS:LL411240,71.1)100 0017011 CHORD CHECKED FOR IOPSF LIVE LOAD.TOP MAX LL DEFL=-0.011'0 -1'- LI' Alloyed= 0.150' AND BOTTDU CHORD LIVE LOADS ACT NON-CONCURRENTLY. SAX TL DEFT=-0.013'1 -i'- 6.0' Allowed= 0.200' VAX LL REEL= 0.000'1 0'. 0.0' Allowed= 0.077' VAX TL DEFL• 0.000'@ 0'- 0.0' Allowed= 0.103' 6-00 VAX TC PANEL LL DEFL•-0.111'1 3'- 2.4' Allowed• 0.438' VAX SC PANEL TL DEFL•-0.125.1 3'.10.0' Allowed• 0.472' VAX HORIZ.LI DEE).• 0.003'@ 5'-11.2' VAN HORIZ.TL DEFL= 0.003'@ 5'-11.2' 12 0 B dein truss does not include any time dependent deformation for long loading(creep)in the shallal load deflection. The buildingdesigner shall verify that this parameterfits with the intended use of this component. Design conforms totin diCladdingrcriteria Byatt and samponenents and Cladding criteria. r c Wind: 110 mph, h•2511,TCOL44.2,BCOL=6.0,ASCE 7.05, 4Enclosed,Cat.2 Exp.E, OURS, interior zone,load duration tector•1.6, 'N Truss designed for wind loads in the plane of the truss only. rii .. `,tip PR0p F 1 ►t G 4 'C - - s 0-2.5x4 ,GtW'.4 3 111V'1 - 40, 0' to m l l 1 O V`4V26e° G= 1-06 (PROVIDE FULL SEARING:Jts:2,3.4 8-00 9G�A_JOH�4~ 7/2//3 EX•IRES 613011 JOB NAME: LENNAR- 2701 MULBERRY E - SPJ1 Scale: 0.5242 a�PW�s�HN1 WARNINGS: G0R0RALNOle6.antes oaten*noted: a "t WI', 1.Matt and erection c mcao,.bewd be advbad of on°swat notes 1.Mbdos0n m based enytyont.pado.brs abut and is to an Individual • A '//• Truss: SPJ1 nod Wanbgs bears construction conmsuas. Wolin component AppYabwdy a Noah param.mn ad pprmaqq • 1,,,,r,. t7 2.L4 eompr.ssbn web bubo most los instead abets sharm+. Y..rpontlen of component Is Ns mpnsb�r dam buiwngdaelytar. / '� DES. BY: MJ 3.Addm.c.,mne,ayt+u.0 b ware aabsy during ea,.bv<mn 2.Design edemasoc duo bPwbomomchadan.as Is bs ey bI.e It 10.f.sponvCAy of the soda.MObn.lpem.nore bracing of Tee.and at to a...tenet-MO4mdess braced troughed Stab length by / Na os.samba*halo rospo.Naay of hating assignor. 3 Warm ping orMetalna' ep ing ct n.edtngreshow.•ywar(oq. �.•..... DATE: 7/2/2013 Owingalrequitedw opWttaar.+ t7,.;,:, A.N.bad should mpfNe and any component auyaMrarbncv0w I.InstaRatiDesignondbvsra lsn.tabeadgtl•non-m *0ilibirona SEQ.: 5579848 mon.n.r...rrelbard.tnew..nadtnrmadagrwrwn g.aegn.se..»aces.a.nmb.prodN.rwn.n,r.w..rdn,mrnt, 24243 a.anbadsa..ppo.dto any..npnnra wanm.•dy•eraen•ofuee. D R�'ilSiElt� TRANS ID: 372404 d.CampaTashas aid.,anl.ya,masson.ann,.:wbeslyfaal. a D.',"askm.snra"4"..eawp>m,nmm.".".4"' - y. lab* .N Aaon,banding.shipnand babbles al components. 7.assn sc attenuate*Waage is provided. a.This assign Is{mobbed subject to Ow brdauans ut/orar by S.Plats shag No boated m beast..al buss.w placed saint arta 7/1i -'470NAL 111111111111111111111111101111tATekUSA InclConpuTrTaINYTCA in BC81,optss cdosSofkrere7.4-0P5(IL.E t.sloe*I plate in Inches. 1Q6.eetgic16.111,OH cm.RMS. 11.Fbits akwnmdorpbmdo/pasta.sea COR-Ia11.EDR-l3141(U(UMW / I