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Plans (40) /14 c o/�I- Ucs-2. r 45'0 i ielOi t-( SGri L1'I r, 5r 14'.O' 1610 I D1 I- p A, ,,,, ,-....• kft ,4- ‘4 40° ' ,. i #e b 14� ��xYR�.,i • , ArXTAI 1 _ _ //_/r_✓/i►! �►!I 16-3' I I I Iv $— ,Il s 8 /, / / 5 oi g ROOF FRAMNG OVER VAULT®LIVING 9:1aBYOTHERS 1 9 74 P _ 11 1 IFS r 4 F-GIRD J 1 (3 4:12 ROOF FRAMNG 15CO' \ r THS AREA 9 12 0:12 BY OTHERS L E2 (4) , r . Ai ,, ,,N, : G2 GARAGE LEFTG1 24'-0' I 91$' I 16t ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS PLACEMENT ONLY.REFER TO WESTWOOD HOMES 04/10/14 TRUSS CALCULATIONS AND .' ENGINEERED STRUCTURAL Be PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 15992 WESTWOOD HOMES LYNN ST DESIINFORMATION.BUILDINGINA GNER/ENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS PLAN DRAWN BY: LARRY M REVISION-2: TO TRUSS CONNECTIONS.BUILDING LYNN STREET / GARACE LEFT DEREVEWANDAEPPROF OFORDTO & TRUSS COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. , 1/8"= 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. 45'-0' .0' I16'-0' 14'-0' 1 D1. / I \\ 2o I /A rV41. A\i', 1 � I%/. .worfor�'/.0�►►l'I, s ijpir ,. ...7._....7.......7_, 8 11. _ r iliSM Zo j i 16'-3'1 ( I ,�.IS��i '% � ';� NI t :1 1Ili � II 'I I I II IROOF FRAMMO OVER 1 VAULTED LMNG j BY OTHERS 9:12 i I tt�r� I F. 1 hi 1 .. I:.' ' ,I I�L��1 -1- E3 2 IF w IIPPir lf14:12 ' '; \ 1 I I ROOF FRAMING 1 THIS AREA 9:12 ;12. 1 BY OTHERS 1 E2 ,) ch c� �uC"� , � 1 cel 2'? ..� ! ( m j ` m 1vI 1 ! ► 1 ,� j 1111 � I I I ! �� I►�ti � I I it II ;l; II/ •G2 ISI I 1 K a'"r"rm" I- 15'T' 91-6' I 201-0' a!Dpgz4!i!1Dpn gvUsit 1.1:4/13117 CVJVEFS; JrTVF!EBUF; B(:PVF!GABO!ISPNEFEKYS!A/SVTT X FTUX PPE!! PNFT 13(25C25 usv°Fi�NFOOVM3°'UPoFSIUP rr! FOJI OFFSFE!iUS V D WSBM OSPI:DU!UJJNF; SFN0f.P02, ESBX.DHT!GPScrct VSF FS paumber 26: : 3!X FTUX PPE!! PNFTRE00!TU EFT CFsffa.OF DPSE SFTOPOT.[XF!CP S!BM1MOP o.USV TT QM30;� ESBX 0!CZ;!!!NBSSZ!N SFVNf.P0.3, UP IUSVTTIDPCOM:UPOr/!CVAEJJH 2!!U,1lB DI FDLFE!CZ;!! EFT.HOFSCFOHJDFFSP QSFOPSE P EFSTFHFVOFT usVUPa COMPANY EFMIAFSZINPDBUP 0, TDB =; SRALT.P0.4; 2(9#>!2( Bntef t jhot!bsf!gspgf sielpg.Qbdjgd!Mrn cf s!boe!Usvt t/l"Bnief t jhot!be lovntboe! pje!jgop!lgpcsjdbd eicz!.Qbdigd!Mrn cf s!boe!Usvt t/ ` I MiTek USA, Inc. / CompuTrus Software _ Warnings & General Notes 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. Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer. 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 TPWVTCA in BCSi,copies of which will be furnished upon request. GENERAL NOTES, unless otherwise noted: 1. This design is based only upon the parameters shown and is for an individual building component.Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. 2. Design assumes the top and bottom chords to be laterally braced at 2'0.0.and at 10'o.c.respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC)andlor 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 connector plate design values see ESR-1311,ESR-1988(MiTek). p,.7 t:H*,' ''c. ROr"px.r if.t. Alk, lik i „w. .rtf„; tb 1: dt,, .~ 44 G3 fie,`., ),-26° C NAL r 3r 1I r EXPIRES 6/301 16 II'IIIIIIIII1 This design prepared frOm computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 17'- 7.0° ICOND. 2: Design checked for net(-5 psf) uplift at 24 'oc spacing.) IC: 2x4 KDDF Al&BTR LOAD DURATION INCREASE = 1.15 NOTE:Desi n assumes moisture content does BC: 2x4 KDDF lt1&BTA SPACED 24.0' O.C. not exceed 19% at time of manufacture. TC LATERAL SUPPORT <= 12"OC. UON. LOADING Design conforms to main windforce•resisting BC LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF system and components and cladding criteria. Connector plateprefix designators: DL ON BOTTOM CHORD = 10.0 PSF 9 TOTAL LOAD = 42.0 PSF C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc Wind: 140 mph, hts), t, .2,BCDL=6.0, ASCE 7-10, M,M2OHS,M18HS,M16 = MiTek MT series LL = 25 PSF Ground Snow (Pg) (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1,6, LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Truss designed for wind loads REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. in the plane of the truss only. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP Gable end truss on continuous bearing wall UON. M-1x2 or equal typical at stud verticals. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Refer to CompuTrus gable end detail for 8-10 8-09 complete specifications. 12 HM-4X412 9.00 1,,,, 2 NI 9.00 ,� Ili N ' A1 1 o I 01 �o O O M-3x4 M-3x4 b y 17-07 JOB NAME: 15992 WESTW00D HOMES LYNN STREET - Al Scale: 0.3891 .t,p PRC?P- WARNINGS: GENERAL NOTES,unless otheMAse noted: ‹'+ , 1 1.Builder and erection contractor should be advised Mall General Notes 1.This design is based only upon the parameters shown and is for an individual ' ) Truss: Al and Warnings before construction commences. building component.Applicability of design parameters and proper _ {INE`k, ', . ' 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibilty of the building designer. 4r `' 3.Additional temporary bracing to insure staGNty during construction 2.Design assumes the top and bottom chords to be laterally braced at i DES. BY: LJ is the responsibility of the erector.Additionalpermanent bracing of 2'o.c.and at 10'o.c.respectively unless braced throughout their length by ,. P° ly n9 continuous sheathing such as plywood sheathing(TC)and(or drywal C). 101,( ' DATE• 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ i 4.No load should be applied to any component until after aN bracing and 4.Installation of truss is the responsibility of the respective contractor. SEQ. : 5828741 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, QR'21764:N1441? 1 i i, design loads be applied to any component. and are for"dry condition"of use. w TRANS I D: 391598 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge Ifn (fi� gCJ fabrication.handling, eessary. .rt 26, U ng,shipment and installation of components. 7.Design assumes adequate drainage is owls,a a3,„ ... A, 6.This design is furnished subject to the limitations set forth by B.Plates shall be located on both faces of truss,and placed so their center i 5 IIIIII VIII�Iil VIII VIII IIII VIII III IIII TPIANtCA in SCSI copies of which will be furnished upon request. git coincidewith joint plateacenter cise. 4.J0 �1 NDigits indicate size of in incises. ' Q i t /7r0/142 MiTek USA,Inc./CompuTrus Software 7.6.6(1L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) EXPIRES 6/30115_ IIIIII III IIII This design prepared from comput"t;r input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 17'- 7.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 204 KDDF k1&BTR LOAD DURATION INCREASE = 1.15 1.2=(-931) 266 1.6=(-144) 672 2-6=(-257) 228 BC: 2x4 KDDF k1&BTR SPACED 24.0' O.C. 2-3=(-703) 236 6-5=(-139) 664 6.3=(-151) 508 WEBS: 2x4 KDDF STAND 3-4=(-702) 236 6.4=(-249) 224 LOADING 4-5=(-925) 264 TC LATERAL SUPPORT <= 12'0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LL = 25 PSF Ground Snow (Pg) 0'- 0.0' -94/ 739V -147/ 147H 3.50' 1.18 KDDF ( 625) 11,M2OHS,M18HS,M16 = MiTek MT series 17'- 7.0' -95/ 738V 0/ OH 3.50' 1.18 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. (COND. 2: Design checked for net(-5 psfj uplift at 24 'oc spacing.! BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL = -0.018" @ 8'- 10.0" Allowed = 0.850" MAX BC PANEL TL DEFL = -0.070" @ 3'- 10.7" Allowed = 0.537' 8-10 8-09 MAX HORIZ. LL DEFL = 0.009' @ 17'- 3.5' '1 '1 T MAX HORIZ. TL DEFL = 0.014' @ 17'- 3.5" 4-07-05 4-02-11 4-02-11 4-06-05 NOTE:Design assumes moisture content does 12 12 not exceed 19% at time of manufacture. 9.00 V IIM-4x4 NI 9.00 Design conforms to main windforce-resisting 4.0" system and components and cladding criteria. 3 RI Wind: 140 mph, h=21.7ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. M-1.5x4 M-1.5x4 4 t , M-3x4 A111116 All CO N O 1".'-' 6 -'S M-3x8 M-3x4 8-10 8-09 /, /, 17-07 JOB NAME: 15992 WESTW00D HOMES LYNN STREET - A2 Scale: 0.3165 -op PROrk- WARNINGS: GENERAL NOTES,unless otherwise noted: c•,,,.'•‘, t4s� 1.Budder and erection contractor should be advised of am General Notes 1.This design is based only upon the parameters shown and is for an Individual Truss: A2 and Warnings before construction commences. building component.Applicabitty of design parameters and proper C.7 \-• ry 2.2x4 compression web bracing must be installed where shown+. incorporation of cornponent is the responsibility of the buiking designer. fiJ ,C., 2.Design assumes the top and bottom chords to be laterally braced at 1 DES. BY: LJ 3.Additional temporary bracing to insure stability during construction , 1.Y I . is the res rrsibii of the erector.Additional permanent bracingof 2'o.c.and et 10'o.c.respectively unless braced throughout their length by j,� r. Po ty Pe continuous sheathing such as plywood sheathing(TC)and/or drywall(BC).. Ii i DATE: 2/20/2014 the overall structure is the responsibility of the bulling designer. 3.2x Impact bridging or lateral bracing required where shown++ 4 4.No load should be applied to any component until after all bracing and 4.Installation of truss is the responslNily of the respective contractor. OW SEQ. : 5828742 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, OR' Q SN, 1. design loads be applied to any component. 5. noand are for"dry condition"of use. 6 ✓ TRANS I D: 391596 CompuTrus has control over and assumes no responsibility for the .Design assumes full bearing at all supports shown.Shim or wedge it • `j (+% shipment and installation of components. 7.Design assumes adequate drainage is pyrovided. � fabrication.handling, necessary. �, �r� ... - 6.This design is furnished subject to the imitations set fodh by 8.Plates shall be located on both faces of truss,and placed so their center / �\..f 111111111111111111 TPIAA4CA In SCSI,copies of which cora furnished upon request. lines coincide with joint center lines. i` 9.liens Indicate size of plate m orches. �' %/kUi i!Z MiTek USA,Inc./CompuTrus Software 7.6.6(1 Lj-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) EXPIRES 613011 IIIIIIIIII 1 • This design prepared from computnOr input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 12'- 10.5" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KODF #18BTR LOAD DURATION INCREASE = 1.15 1-2=(-619) 218 1-5=(-284) 454 2-5=(-269) 232 BC: 2x4 KDDF N18BTR SPACED 24.0' O.C. 2-3=(-388) 187 5-6=( -65) 87 5-3=( -75) 212 WEBS: 2x4 KDDF STAND 3-4=(-360) 151 5-4=( -74) 318 LOADING 4-6=(-526) 197 TC LATERAL SUPPORT <= 12°0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 50.I6. (SPECIES) ** For hanger specs. - See approved plans 0'. 0.0" -67/ 547V -137/ 207H 3.50' 0.88 KDDF ( 625) Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 12'- 10.5' -69/ 535V 0/ OH 5.50' 0.86 KDDF ( 625) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL M,M20HS,Mi8HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 'COND. 2: Design checked for net(-5 psf) uplift at 24 'oc spacing"' VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL = 0.009" @ 4'- 6.3" Allowed = 0.606' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX BC PANEL TL DEFL = -0.095" @ 4'- 2.7' Allowed = 0.537' 8-10 4-00-08 MAX HORIZ. LL DEFL = 0.004" @ 12'- 8.8° '1' 4' „( MAX HORIZ. TL DEFL = 0.005" @ 12'- 8.8' 4-07-05 4-02-11 4-00-08 NOTE:Design assumes moisture content does not exceed 19% at time of manufacture. 12 12 9.00 / IIM-4x4 \ 9 00 Design conforms to main windforce-resisting 30" V system and components and cladding criteria. 4Wind: 140 mph, h=21.7ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, 11 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. M-3x4 M-1.5x4 1 4 Ale �1 0 c%1 M-3x4 0 0 o D Ull -f 110 5 ** 6 O M-3x8 M-1.5x4 k i, I 8-10 4-00-08 y I 12-10-08 JOB NAME: 15992 WESTWOOD HOMES LYNN STREET - A3 Scale: 0.3236 . . t9,v PROpc WARNINGS: GENERAL NOTES,unless otherwise noted: 4�' , _ t1 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual ,: ) Truss: A3 and Warnings before construction commences. building component.Applicability of design parameters and proper �(51N �h' ' 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibiiry of the boiling designer. cti 40' 2.Design assumes the top and bottom chords to be laterally braced at 3.Additional temporary bracing to insure stability during construction I • +. 2'o.c.and at 10'o.c.such ativ ly unless braced throughout their length by V.DES. BY: LJ is the respo reibiity of the erector.Add tional permanent bradng ail continuous sheathing such as pywood sheathIng(TC)and/or drywax(BC). , �p DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown*+ 4100 i 4.No load should be applied to any component until after all bracing and 4.Installation of truss Is the responsibility of the respective contractor. � SEQ. : 5828743 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a noncorrosive environment, '. OR'i 004 14 co design bads be applied to any component. and are for"dry condition"of use. - a' TRANS I D: 391596 5.CompuTrus has no control over and assumes no responsibility for the e•Design assumes full bearing at all supports shown.Shim or wedge if *t4� +'�? necessary. fabrication,handling, r 2(j, shipment and instalation of components. 7.Design assumes adequate drelnage is provided. 1//. A. 6.This design is furnished subject to the imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center III II VIII IIII VIII IIII IIII VIII IIM IIII TPINYfCA in SCSI,copies of which will be furnished upon request. lines coincidetwithjoint ate in nche. 'dJO"'� INgI INRI �gl B.Digits indurate size of co m orches. 4. 2(;:f?� MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1868(MiTek) EXPIRES .6130/16 IIII(IIII IIII r This design prepared from comput.wr input 'by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 13'- 5.8' IBC 2012 VAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF #16BTR LOAD DURATION INCREASE = 1.15 1-2=(-660) 223 1-5=(-273) 483 2-5=(-267) 231 BC: 2x4 KDDF #16BTR SPACED 24.0' 0.C. 2.3=(-429) 193 5-6=) -55) 75 5-3=( -64) 239 WEBS: 2x4 KDDF STAND 3.4=(-413) 146 5-4=( -60) 320 LOADING 4-6=(-541) 199 TC LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BAG AREA TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO,IN. (SPECIES) Connector plate prefix designators: 0'- 0.0' -71/ 573V -138/ 200H 3.50' 0.92 KDDF ( 625) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LL = 25 PSF Ground Snow (Pg) 13'- 5.8' -71/ 560V 0/ OH 5.50" 0.90 KDDF ( 625) M,M2OHS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ICOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL = 0.009' @ 4'- 6.3' Allowed = 0.637' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX BC PANEL TL DEFL = -0.094' @ 4'- 2.7' Allowed = 0.537' 8-10 4-07-13 MAX HORIZ. LL DEFL = -0.004' @ 13'- 4.1' MAX HORIZ. TL DEFL = 0.005' @ 13'- 4.1' 4-07-05 4-02-11 4-07-13 NOTE:Design assumes moisture content does T T T T not exceed 19% at time of manufacture. 12 IiM-4x4 12 Design conforms to main windforce-resisting 9.00 V 9.00 system and components and cladding criteria. 4.0' 3 Wind: 140 mph, h=21.7ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, Rl::111111NIN (All Heights), Enclosed, Cat.2, Exp.B, NWFRS(Dir), load duration factor=1.6, • • Truss designed for wind loads in the plane of the truss only. M-1.5x4 M-3x4 1 co j o a> M-3x co 4 0 cx e Gia i o M-3x8 M-1.5x4 y J, y 8-10 4-07-13 l ; 13-05-13 JOB NAME: 15992 WESTW00D HOMES LYNN STREET - A5 Scale: 0.3197 ccYY n WARNINGS: GENERAL NOTES,unless otherwise noted: .C C:, PRQp 5, 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and Is for an Individual t+ and Warnings before construction commences. budding component.Applicability of design parameters and proper ,t� yt(�y� a.;k's -'i Truss: A5 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibiity of the building designer. J �l` 2.Design assumes the top and bottom chords to be lateraly braced at iy 3.Additional temporary bracing to insure staMity during construction 2'o.c,and at 10'o.c.respectively unless braced throughout their le�th by "' r (1 i:-' DES. BY: LJ is the responsiNity of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywal(HC). DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 11010 4.No load should be applied to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. tt SEQ. : 5828744 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, QR' .N design loads be applied to any component. s. and are for"dry condition'of use. W • 00 TRANS I D: 391 598 CompuTrus has no control over and assumes no responsibility for the e-Design assumes full bearing at all supports shown.Shim or wedge if �j *� necessary. {Y 26.,, 0 fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. - lr - 6.This design is furnished subject to the limitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center /) t1 . 11111111111111111 TPINJTCA in SCSI,copies of which wit be furnished upon request, lines coincide with Joint center Ines. - �}l E� -;• 9.Digits indicate size of plate In inches. ..D j!. MiTek USA,Inc./CompuTrus Software7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1889(MiTek) EXPIRES 6/30115 . 1111411 , This design prepared frog) comput;: input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 17'- 7.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 IC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=(-1523) 251 1. 6=(-157) 1148 6- 2=( 0) 157 SPACED 24.0' 0.1. 2- 3=(-1240) 277 6- 7=(-158) 1147 2- 7=( -321) 192 BC: 2x4 KDDF /MUM 4=(-1238) 276 7- 8=(-380) 2092 7. 3=( -240) 1121 WEBS: 2x4 KDDF STANDANDR LOADING 4- 5=(-2788) 548 8- 5=(-385) 2120 7- 4=(-1430) 387 TC LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 4- 8=( -282) 1613 BC LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LL = 25 PSF Ground Snow (Pg) 0'- 0.0' -171/ 1074V -147/ 1470 3.50' 1.72 KDDF ( 625) M,M2OHS,M18HS,M16 = MiTek MT series ADDL: BC CONC LL+DL= 1504.0 LBS @ 13'- 5.8' 17'- 7.0' -366/ 1907V 0/ OH 3.50" 3.05 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL [COND. 2: Design checked for net(-5 psf) uplift at 24 'oc spacing.) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L1180 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL = 0.031' @ 13'- 6.0' Allowed = 0.850' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.096' @ 13'- 6.0' Allowed = 1.133' 8-10 T '1 8-09 1 MAX HORIZ. TL DEFL = 0.022' @ 17'- 3.5' 4.03-12 4-06-04 4-06-04 4-02-12 NOTE;Design assumes moisture content does ( T not exceed 19% at time of manufacture. 12 \12I Design conforms to main windforce-resisting 9.00V M-4X6 V 9.00 system and components and cladding criteria. � 3 Wind: 140 mph, h=21.7ft, TCDL=4.2,BCDL=6.0, ASCE 7.10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. M-3x4 AlliN 61111166. M-3x6 M-4x8 I e46. o (0 i 0 4 i m 1rn o yAIIMIIIMIIIMIM1.. 6 G7� 8 .5 0 o M-1.5x4 M-3x8 M-3x8 41504# y y y y 4-02 4-08 4-08 4-01 y y 17-07 JOB NAME: 15992 WESTWOOD HOMES LYNN STREET - A-GIRD Scale: 0.3138 . Ar'��o PROfC WARNINGS: GENERAL NOTES,unless otherwise noted: tv 1.Budder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual 1r s, , Truss: A-GIRD and Warnings before construction commences. building component.Applicability of design parameters and proper • 2.2z4 compression web bracing must be instaled where shown+- incorporation of component is the responsibility of the building designer. 4 3.Additional temporary to insure stabil duringconstruction 2.Design assumes the top and bottom chords to be laterally braced at t r, t bracing b 2'o.c.and at 10'o.c.respectively unless braced throughout their le th by /1 ' DES. BY: LJ is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall C). t ft DATE: 2/20/2014 the overall structure is the responsibilty of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ aI t . 4.No load should be appled to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. 4'414 rh e SEQ. : 5828745 fasteners are complete and al no lime should any loads greater than 5.Design assumes trusses are to be used In a non-corrosive environment. L1 design loads be applied to any component. and are for"dry hril condition"of use. 41 0011 rt, 6.Design assumes lul bearing at all supports shown.Sifter wedge if , {', io 2'a 'LO.. AZ"' I D: 391598 S.CompuTrus loads beas no control Com onent.assumes no responsibility for the necessary. fabrication,handling,shipment and installation of component. 7.Design assumes adequate drainage is provided. • 1, `j 6.This design is furnished subject to the Irritations set forth by 8.Plates shall be located on both faces of truss,and placed so their center VV Y1`�\\ , II VIII VIII VIII VIII IIIN Iilll IMI IIII TPIANfCA in BCSI,copies of which will be furnished upon request. g linesoaicrdicate with joint plate center hes 41 " ` i GI�, I IIS N MITek USA,k1CfCompsofwS Software furnished 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) g t3c111 EXPIRES V. Vt IIIIIIIIIIIIII This design prepared frog computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 16'- 3.0' 'COND. 2: Design checked for netl-5 psf) uplift at 24 'oc spacing.' TC: 2x4 KDDF 418BTR LOAD DURATION INCREASE = 1.15 NDTE:Design assumes moisture content does BC: 2x4 KDDF N188TR SPACED 24.0" O.C. not exceed 19% at time of manufacture. TC LATERAL SUPPORT <= 12'0C. UON. LOADING Design conforms to main windforce-resisting BC LATERAL SUPPORT <= 12°OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF system and components and cladding criteria. DL ON BOTTOM CHORD = 10.0 PSF Unbalanced live loads have been TOTAL LOAD = 42.0 PSF Wind: 140 mph, h=23.Bft, TCDL=4.2,BCOL=6.0, ASCE 7-10, considered for this design. (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) load duration factor=l.6, C,CN,C1B,CN18 (or no prefix) = CompuTrus, IncTruss designed for wind loads M,M20HS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL in the plane of the truss only. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET, Gable end truss on continuous bearing wall UON. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP M-1x2 or equal typical at stud verticals. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Refer to CompuTrus gable end detail for 7-02-07 9-00-09 complete specifications. T T l' 12 12 - 4.00 1� 9.00 V co 0 0) M-5x6 3 I i 0 o 0I 5 M-3x4 y }. y 2-03 16-03 JOB NAME : 15992 WESTWOOD HOMES LYNN STREET - B1 Scale: 0.3135 WARNINGS:WARNGB: GENERAL.NOTES,unless athervnse noted: 0G3 PROP ,49, • 1 B1 1.Bulkier and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual L� Truss: B 1 and Warnings before construction commences. building component.Applicability of design parameters and proper '6P y tN4FF C1/.:,- 2. fi -- 2.2x4 compression web bracing exist be installed where shown+. incorporation of component is the responsibility of the building designer. • I Q >. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bo0om chords to be laterally braced at 1 i DES. BY: LJ is the respo sibiity of the erector.Additional permanent bracing2'o.c.and at 10'o.c.respectively unless braced throughout their length by of continuous sheathing such as plywood sheathing(TC)and/or drywa5(BC). /1 a DATE: 2/20/2014 the overall structure Is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ d/ 4.No load should be applied to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. �f SEQ. : 5828746 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, OR'( •N th and are for"dry condition'of use. w design loads be applied to any component. 4T TRANS I D: 391598 5.CompuTrus has no control over and assumes no responsibility for the 6.n Design assumes fur bearingo at all supports shown.Shim or wedge if ,4j necessary. 26, C;) fabrication,handing,shipment and Instatation of components. 7.Design assumes adequate drainage Is provided. • ti 6.This design is furnished subject to the imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center _12) F, IIIIII VIII SII I III ILII)(ILII VIII III(III TPIAMlCA in SCSI,copies of which will furnished upon request lines coincide with joint ate inn Ines. J a� • B.Digitsoinidindicate of plate in Inches. J,,; ' ,. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1968(MiTek) EXPIRES 6/30115 ItIII111111 This design prepared frgm computer input"by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 16'- 3.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 81 2- 8=(-381) 209 8- 3=(-760) 125 BC: 2x4 KDDF /!1&BTR SPACED 24.0' 0.C. 2- 3=(-256) 373 8. 9=(-334) 227 3- 9=(-112) 674 WEBS: 2x4 KDDF STAND; 3- 4=(-540) 145 9-10=(-225) 317 9- 4=(-370) 209 2x4 KDDF N1&BTR A LOADING 4- 5=(-661) 220 9- 5=( -51) 338 LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-237) 252 5-10=(-367) 241 IC LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10,0 PSF 6- 7=( -15) 7 10- 6=(-233) 217 BC LATERAL SUPPORT <= 12'OC. UON. TOTAL LOAD = 42.0 PSF OVERHANGS: 27.0' 0.0' LL = 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED 8RG AREA LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) Connector plate prefix designators: BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 0'- 0.0" -151/ 465V -147/ 360H 5.50" 0.74 KDDF ( 625) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 4'- 2.8" -70/ 787V 0/ OH 5.50" 1.18 KDDF ( 625) M,M20HS,M18HS,M16 = MiTek MT series THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 16'- 3.0" -138/ 562V 0/ OH 5,50° 0.90 KDDF ( 625) 7-02-07 9-00-09 KOND. 2: Design checked for net(-5 psfl uplift at 24 'cc spacing.I ,r .f T VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/160 4-04-08 2-09-15 4-06-05 4-02-08 0-03-12 MAX LL DEFL = 0.064' @ -2'- 3.0' Allowed = 0.225' / I f .' /f MAX TL CREEP DEFL = -0.069" @ -2'- 3.0' Allowed = 0.300° MAX LL DEFL = -0.011' @ 7'- 2.4' Allowed = 0.567' 12 12 MAX IC PANEL LL DEFL = 0.035' @ I'- 11.6° Allowed = 0.242' 4.001 9 001 / M-1.5x4 7 -, MAX TC PANEL TL DEFL = 0.039' @ 1'- 11.6" Allowed = 0.362' V , MAX BC PANEL TL DEFL = -0.102' @ 11'- 9.2' Allowed = 0.548' r MAX HORIZ. LL DEFL = 0.005' @ 15'- 9.5" MAX HORIZ. TL DEFL = 0.005' @ 15'- 9.5" NOTE:Design assumes moisture content does not exceed 19% at time of manufacture. Design conforms to main windforce-resisting M-3X4 system and components and cladding criteria. * Wind: 140 mph, h=23.8ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, m Truss designed for wind loads A o in the plane of the truss only. co M-5x6 M-3x4 Qi •_ 4 ��>_ 4 2 e `[�8 9� Kt_ -�l0 -� o M-3x4 M-1.5x4 M-3x8 M-3x4 4-02-12 2-09-15 9-02-05 J, > 1, 2-03 (PROVIDE FULL BEARING;Jts:2,8410) 16-03 JOB NAME: 15992 WESTWOOD HOMES LYNN STREET - B2 Scale: 0.2806 c(33 p PROxp WARNINGS: GENERAL NOTES,unless other ise noted g'i: -_, u4> B2 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and Is for an individual •C [� Truss: B2 and Warnings before construction commences. building component.Appicabiiy of design parameters and proper �� yl `c•" incorporation of component is the responsibliy of the building designer. y `� 2.204 compression web bracing must be installed where shown r. �J "' + 2.Design assumes the top and bottom chords toc be tutu ly braced at 3.Additional temporary the to insure stabilityonapermanent constructiono.c. - DES. BY: LJ is the responsibility of the erector.Additional rmanent bracingof 2'ntin and sheathing 10'o,c.respectively lwoods braced(TC)and/or dry length by 11, ' r Po NPa continuous sheathing such as plywood sheathing(TC)and/or drywaA(BC). + , DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown+i 4014 4.No load should be appied to any component until after at bracing and 4.Instulalon of truss is the responsibility of the respective contractor. SE Q. : 5 82 8747 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, _ Li:,QR'OM ip} TRANS I D: 391598 design loads be applied to arty component. and are for"dry condition"of use. 5.ConpuTnus has no control over and assumes w responsibil ty for the 6.Design assumes rug bearing at at supports shown.Shim or wedge it 4' 4" "1` y- fabrication,handing,shipment and installation of components. (y- necessary. 11 • 26. 4%. mP 8.Plates assumesadequatene othi faceio provided. ,li° 6.This design is furnished subject to the imitation set forth by 8.Plates shall be located on both feces of truss,and placed so their center qq `, 111111111111111111 TPIANfCA in BCSI,copies of which will furnished upon request. lines coincide with Joint center foes. r��f, i t� 9.Digits Indicate size of pWte In Inches. %:J 7 U%%� MiTek USA,InC./CompuTfus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1998(MiTek) EXPIRES 6/30/16 IIIIIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 9.0' IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 IC: 204 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 81 2-6=(-65) 60 6-3=(-243) 143 BC: 2x4 KDDF #1&BTR SPACED 24.0' 0.C. 2-3=(-98) 85 6-7=(-74) 66 3-7=( -43) 48 WEBS: 2x4 KDDF STAND 3-4=(-70) 68 7-4=(-128) 80 LOADING 4.5=( -7) 3 TC LATERAL SUPPORT <= 12"0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORZ BOG REQUIRED BRG AREA OVERHANGS: 27.0" 0.0" LOCATIONS REACTIONS REACTIONS SIZE SG.IN. (SPECIES) LL = 25 PSF Ground Snow (Pg) 0'- 0.0' -152/ 558V -31/ 108H 5.50" 0.89 KDDF ( 625) Connector plate prefix designators: 4'- 2.8' -28/ 328V 0/ OH 5.50' 0.49 KDDF ( 625) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 7'- 9.0' -31/ 162V 0/ OH 5.50' 0.26 KDDF ( 625) M,M2OHS,M18HS,1,116 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR tOPSF LIVE LOAD. TOP 10OND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = 0.064' @ -2'- 3.0' Allowed = 0.225' MAX TL CREEP DEFL = -0.069' @ -2'- 3.0' Allowed = 0.300' MAX TC PANEL LL DEFL = 0.035' @ 1'- 11.6" Allowed = 0.242' 4-04-08 3-00 12 0-03-12 MAX TC PANEL TL DEFL = 0.039" @ i'- 11.6" Allowed = 0.362' MAX TC PANEL LL DEFL = -0.008' @ 5'- 10.3' Allowed = 0.190' T I -1 1' MAX TC PANEL TL DEFL = -0.010' @ 5'- 10.3" Allowed = 0.285' 12 4.00 D MAX HORIZ. LL DEFL = -0.001' @ 7'- 3.5' M-1.5x4 MAX HORIZ. TL DEFL = -0.001' @ 7'- 3.5' 5 NOTE:Design assumes moisture content does not exceed 19% at time of manufacture. Z Design conforms to main windforce-resisting M 3X4 system and components and cladding criteria. Wind: 140 mph, h=20.5ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, o (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), T._ i ._ lrussad duratioedn fforwind o6loads Nin the plane of the truss only. --/- .....0111111111111111111111111111111111111111111111111.- it c. 2;� 6 �EM7 M-3x4 M-1.5x4 M-3x4 1. y y 4-02-12 3-06-04 ; 1 /- 2-03 (PROVIDE FULL BEARING:Jts:2.6,7b 7-09 JOB NAME : 15992 WESTWOOD HOMES LYNN STREET - B3Scale: 0.5352 ,�},k PROrk- - WARNINGS: GENERAL NOTES,unless otherwise noted: ;rty`' d4;;',., 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and Is far an individual z�,� %N ". Truss: 63 and Warnings before construction commences. building component.Applicability of design parameters and proper �� 2.204 compression web bracing must be Installed where shown+, incorporation of component is the responsibility of the building designer. f -{, , 3.Additional temporary bracing to insure stadity during construction 2.Design assumes the top and bottom chords to be laterally braced at '111 ,,, DES. BY: LJ is the responsibility of the erector.Additional permanent bracingof 2'o.c,and at 10'o-c-respectively unless braced throughout their le th by /110x1 po ty P continuous sheathing such as plywood sheathing(TC)and/or drywalC). DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.20 Impact bridging or lateral bracing required where shown++ ✓ , 4.No load should be appied to any component until after at bracing and 4.Installation of truss is the responsibility of the respective contractor. SEQ. : 5828748 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, OR'e aN design bads be applied to any component. and are for"dry condition"of use. Q3 ^�, TRANS I D: 391598 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes Poll bearing at all supports shown.Shim or wedge if , d UZ i- 1i 'c N necessary. _ 2G. - fabrication,hand ng,shipment and installation of components. 7.Design assumes adequate drainage isrovided. Y �C�'+ 6.This design is furnished subject to the imitations set forth by B.Plates shall be located on both faces of truss,and placed so their center ../A ,{ IIIIII(III VIII I III III I(III VIII III(III TPIIWTCA in BCS(,copies of which will be furnished upon request. lines coincide with joint center foes. ,J O I 9.Digits indicate size of plate in Inches- 10. s.: ?:>,7�!� MiTek USA,Inc.ICompuTrus Software 7.6.6(1 L)-E For basic connector plate design values see ESR-1311,ESR-1986(MiTek) EXPIRES 6/30/15 IIIDIIIIIIIII This design prepared from computer input 'by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 3'- 9.0' IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1,00 TC: 2x4 KDDF g16BTR LOAD DURATION INCREASE = 1.15 1.2=(-140) 132 1.4=(-51) 56 2-4=(-165) 176 BC: 2x4 KDDF 818BTR SPACED 24.0' O.C. 2-3=( -15) 7 WEBS: 2x4 KDDF STAND LOADING TC LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA BC LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) TOTAL LOAD = 42.0 PSF 0'- 0.0' -19/ 163V -47/ 91H 5.50' 0.26 KDDF ( 625) Connector plate prefix designators: 3'- 9.0' -44/ 161V 0/ OH 5.50' 0.26 KDDF ( 625) C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc LL = 25 PSF Ground Snow (Pg) M,M2OHS,M18HS,M16 = MiTek MT series )COND. 2: Design checked for net(-5 psfl uplift at 24 'oc spacing.) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REOUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/160 MAX TC PANEL LL DEFL = 0.027' @ 2'- 0.1' Allowed = 0.243' BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX TC PANEL IL DEFL = 0,025' @ 2'- 0.1' Allowed = 0.365' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX HORIZ. LL DEFL = 0.000' @ 3'- 5.2' 3-05-04 0-03-12 MAX HORIZ. TL DEFL = 0.000' @ 3'- 5.2' .( T f NOTE:Design assumes moisture content does 12 not exceed 19% at time of manufacture. 9.00 V Design conforms to main windforce-resisting system and components and cladding criteria. M-1.5x4 3 -/ Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7.10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, Alig Truss designed for wind loads in the plane of the truss only. Co O N O O.,,- V1( O/- -/ O )►1 ►�4 M-3x4 M-1.5x4 3-05-04 0-03-12 1 ,1,- 3-09 JOB NAME: 15992 WESTWOOD HOMES LYNN STREET - B4 Scale: 0.5299 9stp pRO• P WARNINGS: GENERAL NOTES,unless otherwise noted: p 1-Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual 1 t+ �4 Truss: B4 and Warnings before construction commences. buiking component.Applicability of design parameters and proper G ,C&• , 2.2x4 compression web bracing must be installed where shown+. Incorporation of component is the responsibility of the buikbng designer. + !�. 3.Additional temporarybracingto insure stabibtyduringconstruction 2.Design assumes the top and bottom chords to be laterally braced at r i erector. 2'o-c.and at 10'o.c.respectively unless braced throughout their lennggth b/ DES. BY: LJ is the responsibility of the Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywaf(BC). 1 >4 DATE: 2/20/2014 the overall structure Is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown t= WO" 4.No load should be applied to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. � , S'EQ. : 5828749 fasteners are complete and at no lime should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, 4, •W design loads be applied to any component. and are for"dry condition"of use. 3 6.Design assumes full bearing at all supports shown.Shim or wedge if �� 2� 'l �t'¢ TRANS I D: 391598 5.CompuTms has no control over and assumes no responsibility for the necessary. V fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. t/�, 6.The design is furnished subject to the imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center '.f4✓A• 4 - 111111111111111111 TPINVECA in SCSI,copies of which will be furnished upon request. 9 IDigfcoincide i indicate size h joint f plate center e`i '' :"!( MiTek USA,InciCompuTfus Software 1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1968(MiTek) Vy aVf�G EXPIRES 1a f 5 IIIIIIIIIIIIII" This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 12'- 3.0' IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 IC: 2x4 KDOF qi&BTRLOAD DURATION INCREASE = 1.15 1-2=( 0) 68 2-6=(-286) 485 6-3=( 0) 281 SPACED 24.0' O.C. 2-3=(-563) 154 6.7=(•287) 484 3-7=(-463) 237 BC: 2x4 ODE STAND3.4=(-267) 286 7-4=(-271) 245 WEBS: 2x4 KDDF STAND; 2x4 KDDF lei&BTR A LONDING 4-5=( -15) 7 LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF TC LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF BC LATERAL SUPPORT <= 12'0C. UON. TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORZ BRO REQUIRED BAG AREA LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) LL = 25 PSF Ground Snow (Pg) 0'- 0.0' -65/ 639V -165/ 325H 5.50" 1,02 KDDF ( 625) OVERHANGS: 12.0' 0.0' 12'- 3.0' -127/ 535V 0/ OH 5.50' 0.86 KDDF ( 625) Connector plate prefix designators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 'COND. 2: Desitin checked for net(-5 psf) uplift at 24 'oc spacing. M,M2OHS,MI8HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR DOPSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL = -0.002" @ -1'- 0.0' Allowed = 0.100' MAX TL CREEP DEFL -0.003" @ -I'- 0.0' Allowed = 0,133' MAX LL DEFL = -0.006" @ 6'- 4.4' Allowed = 0.567' 6-05-07 T 5-05-13 0 4�12 MAX TC PANEL TL DEFL = 0.039" @ 2'- 11.4' Allowed = 0.724' MAX HORIZ. LL DEFL = 0.006' @ 11'- 9.5" 12 9.0017 M-1.5x4 5 MAX HORIZ. TL DEFL = 0.007' @ 11'- 9.5' NOTE:Design assumes moisture content does i not exceed 19% at time of manufacture. Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. M-3x4 a. Iiiiiii. �, A o C;) C AllIMIIIIIIL vt i x .'7 8 = 6 M-3x4 M-1.5x4 M-3x4 i y 6-03-11 5-11-05 k ), y 1-00 12-03 JOB NAME: 15992 WESTWOOD HOMES LYNN STREET - 65 Scale: 0.2869 • ¢ pRs� WARNINGS: GENERAL NOTES,unless otherwise noted: 1.Bander and erection contractor should be advised of all General Notes 1.This design Is based only upon the parameters shown and is for an individual '''':3 ,` 4 n ,,p. Truss: B5 and Warnings before construction commences. building component.Applicability of design parameters and properC •" 2.2x4 compression web bracing must be installed where shown+. incorporation of component Is the responsiblity of the building designer. 1F„ kr j 3.Additional temporary bracing to insure stabil duringconstruction 2.Design assumes the top and bottom chords to be laterally braced at leif ,O. m8a ry N o.c.and at 1g'o.c.respectively unless braced throughout their length by DES. BY: LJ is the responsibiaty of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or dein len(BC). DATE: 2/20/2014 the overall structure Is the responsibility of the building designer. 3.2u Impact bridging or lateral bracing required where shown++ ,/ ♦t 4.No load should be appied to any component until after ai bracing and 4.Installation of truss is the responsibiity of the respective contractor., t 1Y SEQ. : 582 87 5 0 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a noncorrosive environment,and are for"dry condition"of use. 3 design bads be applied to any component 6.Design assumes full bearing at all supports shown.Shim or wedge if .. 4y s." -26''1 ..TRANS (3` I D: 391598 5.CompuTrus has no control over and assumes no responsibility for the necessary. fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. /y l CJ 6.'Ns design is furnished subject to the imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center '..1)A rry�j 1111111 VIII IIID VIII 11111111111 111111 TPINVTCA in SCSI,espies of which will be furnished upon request lines coincideon with r int center linnes. val V 'G!�y 0.Digits indicate size of plate in inches. q MiTek USA,Inc./CompuTrus Software 7.6.6(IL)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 5l3V t t EXPIRES f f IIIIIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- 10.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 IC: 2x4 KDDF H1&BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 68 2-5=(-97) 131 3-5=(-294) 268 BC: 2x4 KDDF N1&BTA SPACED 24.0" O.C. 3-4=2-3=(-2260)2247 7 WEBS: 2x4 KDDF STAND LOADING IC LATERAL SUPPORT <= 12"0C. UON. LL( 25.0)+0L( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0' 0.0' 0'- 0.0" -64/ 428V -89/ 180H 5.50' 0.68 KDDF ( 625) LL = 25 PSF Ground Snow (Pg) 6'- 10.0' -66/ 287V 0/ OH 5.50' 0.46 KDDF ( 625) Connector plate prefix designators: C,CN,C18,CNI8 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIALCOND. 2: Desitin checked for net -5 sf u lift at 24 'oc sracin/. N,M2OHS,M18HS,N16 = MiTek MT series REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP MAX LL DEFL = -0.002' @ -1'- 0.0' Allowed = 0.100' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.003' @ -1'- 0.0' Allowed = 0.133' MAX TC PANEL LL DEFL = 0.284' @ 3'- 5.2" Allowed = 0.501' 6-06-04 0-03-12 MAX TC PANEL TL DEFL = -0.261" @ 3'- 5.5" Allowed = 0.751' MAX HORIZ. LL DEFL = 0.001' @ 6'- 6,2' 12 MAX HORIZ. TL DEFL = 0.001' @ 6'- 6.2° V M-1.5x4 a 9.00 NOTE:Design assumes moisture content does not exceed 19% at time of manufacture, 1 Design conforms to main windforce-resisting ttimeofmanufac system and components and cladding criteria. Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=l,6, Truss designed for wind loads in the plane of the truss only. CV O to O u7 O Z M-3x4 M-1.5x4 1, yy 6-06-04 0-03-12 y ; y 1-00 6-10 JOB NAME: 15992 WESTWOOD HOMES LYNN STREET - B6 Scale: 0.4249DpRorfis` WARNINGS: GENERAL NOTES,unless otherwise noted: --. t 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual \ ,%NCS /4•X Truss: DpC 6 and Warnings before construction commences. building component.Apphcability of design parameters and proper 2.204 compression web bracing must be installed where stows+- incorporation of component Is the responslbibty of the building designer. �� 3.Additional temporary bracingto insure stabiN duringconstruction 2.Design assumes the top and bottom chords to be laterally braced at "iIs npo ty 2'o.c.and at 10'o.c.respectively unless braced throughout their le th by " DES. BY: L l is the responsibitty of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall C). (1 DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.20 Impact bridging or lateral bracing required where shown++ ,/ 4.No load should be appled to any component until after aN bracing and 4.Installation of truss is the responsibility of the respective contractor. nryOR,SEQ. : 5828751 fasteners are complete and at no lime should any bn ads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, AD TRANS I D: 391598 design loads be applied to any component. and are for"dry condition"of use. 5.CompuTrus has no control over and assumes no responsibility for the necessary. 6.Design assumes full bearing at all supports shown.Shim or wedge ift4 '26,*,.... o 77 fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. f+, 6.This design is furnished subject to the irritations set forth by B.Plates shall be located on both faces of truss,and placed so their center -.f�f!♦ �.. I 111111111111111 1111111111111 IIS IIII TPINVTCA in BCSI,copies of which will be furnished upon request. lines coincide w th joint center tries. Z. ,C%r j fr.Digits indicate size of plate in Inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1L)-E 10.For basic connector plate design values see ESR-1311,ESR-1986(M Tek) !J�t EXPIRES / IIIIIIIIIIIIII This design prepared from compute, input fly PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 12'- 3.0' 'COND. 2: Design checked for net(-5 puff uplift at 24 'oc spacing.( TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 NOTE:Design assumes moisture content does BC: 2x4 KDDF M1&BTR SPACED 24.0" O.C. not exceed 19% at time of manufacture. IC LATERAL SUPPORT <= 12'OC. UON. LOADING Design conforms to main windforce-resisting BC LATERAL SUPPORT <= 12°OC. ION. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 3 system and components and cladding criteria. DL ON BOTTOM CHORD = 10.0 PSF Connector plate prefix designators: TOTAL LOAD = 42.0 PSF Wind: 140 mph, h=15ft, TCDL=4.2,BCOL=6.0, ASCE 7-10, C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc ( (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), U,U20HS,U18HS,M16 = HiTek UT series LL = 25 PSF Ground Snow (Pg) load duration factor=l.6, LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Truss designed for wind loads REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. in the plane of the truss only. Gable end truss on continuous bearing wall UON. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 11-1x2 or equal typical at stud verticals. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY Refer to CoapuTrus gable end detail for complete specifications. 12 9.00 V v co 0 cm CD ."- 4dI1IlI V 4 —/ �� 4 0 M-3x4 k 1, 1, 1-00 12-03 JOB NAME: 15992 WESTW00D HOMES LYNN STREET - 67 Scale: 0.4336 9,..0 PRt�r,%s� WARNINGS: GENERAL NOTES,unless otherwise noted: 1.Bulkier and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual 4 t+ T Truss: B7 and Warnings before construction commences. building component.Appicabiity of design parameters and proper �7 '(,IN S �; 2.2x4 compression web bracing must be installed where shown+. Incorporation of component is the responsibiity of the hiking designer. .7dJ 3.Additional temporary bracingto insure stabNty dud construction 2.Design assumes the top and bottom chords to be laterally braced at • t `� r, ,. mpo ng 2'o.c.and at 10'o.c.respectively unless braced throughout their lenrggt�h by `( DES. BY: LJ is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywal(BC). DATE: 2/20/2014 the overall structure is the responsibility of the bnii6ng designer. 3.2x Impact bridging or lateral bracing required where shown* 4.No load should be appied to any component until after all bracing and 4.Installation of truss Is the responsibility of the respective contractor. , SEQ. : 5828752 fasteners am complete and at no lime should any loads greater than 5.Design assumes trusses are to be used in a noncorrosive environment, lb design loads be applied to any component. and are for"dry condition of use. Q y 4..4',4, ,CT,.`''. TRANS I D: 391598 5.CompuTrus has no control ova and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or vredge if 26 r necessary. fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage Is provided. n`� 6.This design is furnished subject to the imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center fb�} l!1`�� 111111111111111111111 TPINyrCA m BCS(,copies of which will be furnished upon request. 9.(Digits oincate size ide with of plate in inches.int center �"t P • `/ MITek USA,IrC./CompuTfuo Software furnished E 10.For basic connector plate design values see ESR-1311,ESR-1988(Mulch) EXPIRES 6/3.0115 111 111111 This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 20'- 2.0" ICOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.( TC: 2x4 KDDF A186TR LOAD DURATION INCREASE = 1.15 NOTE:Design assumes moisture content does BC: 2x4 KDDF g186TR SPACED 24.0' O.C. not exceed 19% at time of manufacture. TC LATERAL SUPPORT <= 12"OC. UON. LOADING Design conforms to main windforce-resisting BC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF system and components and cladding criteria. DL ON BOTTOM CHORD = 10.0 PSF Unbalanced live loads have been TOTAL LOAD = 42.0 PSF Wind: 140 mph, h=23.8ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, considered for this design. (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) load duration factor=l.6, C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Truss designed for wind loads M,M2OHS,M18HS,M16 = MiTek MT seriesREQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. in the plane of the truss only. Gable end truss on continuous bearing wall UON. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 1.1-1x2 or equal typical at stud verticals. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Refer to CompuTrus gable end detail for 14-04-12 5-09-04 complete specifications. 1 T. 12 12 4 4.00 I/ 9.00 V M-5x6 ol O !•0 CO car i 0 vL____J�_}_ -/ 0 I 5 O — M-3x6(S) M-3x4 y 1, 8-01 12-01 I I I 2-03 20-02 JOB NAME: 15992 WESTW00D HOMES LYNN STREET - Cl Scale: 0.2756 • to PROP. WARIANGS: GENERAL NOTES,unless otherwise noted: ;,� �` 1�� Cl1.Builder and erection contractor should be advised of all General Notes 1-This design is based only upon the parameters shown and is for an individual \a t tp-* �'? Truss: C and Warnings before construction commences- building component.Applicability of design parameters and proper \''‘ 4 5'. 2.204 compression web bracing must be installed where shown+. Incorporation of component is the responsibility of the building designer. (y, ' ft 3.Additional temporary bracing to insure stabiity during construction 2.Design assumes the top and bottom chords to be laterally braced at i DES. BY: LJ is the responsibilityof the erector.Additionalpermanent bracingof 2'o-c-and at 10'o.c-respectively unless braced throughout their length by 4• } r continuous sheathing such as plywood sheaths g(TC)andfor drywall(BC). 41 DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown+* 4.No load should be applied to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. ��tt SEQ. : 5828753 fasteners are complete and at no lime should any loadsnon- corrosive greater than 5.Design assumes trusses are to be used in a environment, OR'C IIN r0 design loads be applied to any component. and are for"dry condition'of use. '1./,/ , TRANS I D: 391598 5.CompuTrus has no control over and assumes no responsibility to the 6.Design assumes fall beading at al supports shown.Shim or wedge if �Kj`,L .26 \m✓ �r` fabrication,handling, necessary.sF V shipment and installation of components. 7.Design assumes adequate drainage is provided. Lf 6.This design is furnished subject to the irritations set forth by 8.Plates shall be located on both faces of Truss,and placed so their center �p1 1111111111111111111111 TPINY7CA BCSI,copies of which will be furnished upon request. Nies coincidetwith Joint center nche. j , •'71)//d 8.Digits indicate size of platein inches, i MiTek USA,Inc./CompuTrus Software 7.6.6(1L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) EXPIRES -6/30115 IIIIIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 20'- 2.0" IBC 2012 MAX MEMBER FORCES 4WRIDDF/Cq=1.00 TC: 2x4 KDDF d/1&BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 81 2- 8=(-272) 307 8- 3=( 0) 152 BC: 2x4 KDDF t18BTR SPACED 24.0' O.C. 2- 3=(-374) 193 8- 9=(-275) 304 3- 9=(-392) 110 WEBS: 2x4 KDDF STAND; 3- 4=(-344) 360 9-10=(-190) 149 9- 4=(-667) 186 2x4 KDDF k1&BTR A LOADING 4- 5=(-417) 194 10.11=(-150) 261 4-10=) 0) 345 LL( 25.0(+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-272) 280 10- 5=( -22) 142 TC LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=( -15) 7 5-11=(-355) 195 BC LATERAL SUPPORT <= 12'OC. UON. TOTAL LOAD = 42.0 PSF 11- 6=(-295) 272 OVERHANGS: 27.0' 0.0" LL = 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) Connector plate prefix designators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -146/ 618V -119/ 357H 5.50' 0.99 KDDF ( 625) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc REQUIREMENTS OF IBC 2012 AND IPC 2012 NOT BEING MET. 8'- 1.0" -102/ 930V 0/ OH 5.50' 1,49 KDDE ( 625) M,M2OHS,M18HS,M16 = MiTek MT series 20'- 2.0' -103/ 493V 0/ OH 5.50". 0.79 KDDF ( 625) BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. (COND. 2: Design checked for net(-5 paf) uplift at 24 "oc spacing.I VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = 0.064" @ -2'- 3.0' Allowed = 0.225' MAX TL CREEP DEFL = -0.069" @ -2'- 3.0" Allowed = 0.300" 14-04-12 5-09-04 MAX TC PANEL LL DEFL = -0.022" @ 1'- 8.9' Allowed = 0.256• 1' T 1 MAX TC PANEL TL DEFL = -0.020" @ 1'- 10.7' Allowed = 0.384' 4-07 3-09-08 6-00-04 5-05-08 0-03-12 MAX TC PANEL LL DEFL = -0.126' @ 17'- 1.1' Allowed = 0.428' MAX TC PANEL TL DEFL = 0.176" @ 17'- 0.9' Allowed = 0.642' 12 12 M-1.5x4 MAX HORIZ. LL DEFL = -0.006" @ 19'- 8.5" 4.00 D 9.00 V 7 MAX HORIZ. TL DEFL = 0.006" @ 19'- 8.5" :, NOTE :Design assumes moisture content does not exceed 19% at time of manufacture. Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h=23.Bft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), M-5X6 load duration factor=l.6, Truss designed for wind loads o in the plane of the truss only. it +6 A o or M-3x4 `s M-3x4 f o a 0 2 810 10 -'11 r7 M-3x4 M-1.5x4 1. M-3x4. M-3x4 M-5x6(S) y ), y y y 4-05-04 3-07-12 6-00-04 6-00-12 y y y 2-03 (PROVIDE FULL BEARING:Jts:2,9,111 20-02 JOB NAME: 15992 WESTW00D HOMES LYNN STREET - C2 Scale: 0.2522 ' WARNINGS: GENERAL NOTES,unless otherwise noted: ;f,{��` t�lr, I.Builder and erection contractor should be advised of at General Notes 1.This design is based only upon the parameters shown and is for an individual \ 1d/ ? C2 and Warnings before construction commences. building component.Applicability of design parameters and proper C? - .„.G +-:/$ �^1+ Truss: incorporation of component is the responslbity of the building designer. 4.. tr R 2.2x4 compression web blaring must be instated where shown ti 2.Design assumes the top and bottom chords to be laterally braced at 3.Additional temporary bracing to insure stabiity during construction 2'o.n,and at 10'o.c.respectively unless braced throughout their length by f �r DES. BY: LJ is the responsiblity of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). DATE: 2/20/2014 the overat structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4911V 4.No load should be appied to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. j11 �t SEQ. : 5828754 fasteners are complete and at no time should any bnon- corrosive greater than 5.Design assumes trusses are to be used in a nonorrosive environment, w OR'e*N TRANS I D: 391598 design loads be applied to any component. and are for"dry condition"of use. Qb 5.CompuTrus has no control over end assumes no responsibility ity for Ore 6.Design assumes toll bearing at all suppo is shown.Shim or wedge if o 3" 4 Y z6.k " U necessary. fabrication,handling,shipment and instatation of components. 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center /�*,t IIIIII VIII IINI VIII IIII nIII VIII III IIII TPIIWTCA in BCSI,copies of which will be furnished upon request. 9.Digits indcaate sizejoint of plate incenter in hes. fd t l l F %to/21- EXPIRES J N lI MiTBk USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see EBR-1311,ESR-1988(MiTek) 4. EXPIR S 6/30/Ici IIIIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 8'- 5,5' IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1,00 TC: 2x4 KDDF N1&BTR LOAD DURATION INCREASE = 1.15 1-2c( 0) 81 2-5=(-272) 372 3-5=(-406) 255 BC: 2x4 KDDF #1&BTR SPACED 24.0' O.C. 2-3=(-437) 205 5.4=(-135) 92 WEBS: 2x4 KDDF STAND 3-4=( -76) 74 LOADING TC LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10,0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BAG AREA TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) OVERHANGS: 27.0' 0.0' LL = 25 PSF Ground Snow (Pg) 8'- 5,5' -41 / 347V 26/ 673V 30/ 10 OH 5.50" 0.55 KDDF 9H 5.50" 1.08 KDDF ( 625) Connector plate prefix designators: C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL )GOND. 2: Design checked for net(-5 pot) uplift at 24 "oc spacing.) M,M2OHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL = 0.064" @ -2'- 3.0' Allowed = 0.225' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.069" @ -2'- 3.0' Allowed = 0.300' MAX BC PANEL LL DEFL = -0.129' @ 4'- 3.7' Allowed = 0.353' MAX BC PANEL TL DEFL = -0.194' @ 4'- 3.7' Allowed = 0.471" MAX HORIZ. LL DEFL = -0.003" @ 8'- 2.0' MAX HORIZ. TL DEFL = 0.004' @ 8'- 2.0' 4-04-14 4-00-10 f f ' NOTE:Design assumes moisture content does not exceed 19% at time of manufacture. 12 4.001 M-1.5x4 Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h=15ft, TCDL=4.2,BCOL=6.0, ASCE 7-10, It (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, Truss designed for wind loads M-1.5x4 in the plane of the truss only. 3 oo -d N o ` • Imoo� 2_ _�`5 o . 1/ M-3x4 M-3x4 J, y 8-02 0-03-08 .1 ), y 2-03 8-05-08 JOB NAME: 15992 WESTW00D HOMES LYNN STREET - C3 Scale: 0.5072 WARNINGS: GENERAL NOTES,unless otherwise noted: ", 0 PRaF, s 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual ' iii p., �'I7� and Warnings before construction commences. building component.Applicability of design parameters and proper. c: 4 ,v Truss: C 3incorporation of component is the responsibility of the buildug designer. 2.2x4 compression web bracing must be installed where shown+. �✓ 3.Additional temporary bracing to insure stabiity during construction 2.Design assumes the top and bottoely unless chords to be laterally braced at • 2'o,c,and at 10'o.c,respectively braced throughout their lerh W ,, �V. } DES. BY: Lt) b the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC)- DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 1101r o rf o C 4.No load should be applied to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. OR' �t SEQ. : 5 82 87 55 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, a e*N1 design loads be applied to any component. and are for"dry condition"of use. Qy TRANS I D: 391598 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes ABI bearing at all supports shown.Shim or wedge if t y26 q� necessary. fabrication,handing,shipment and installation of components. 7.Design assumes adequate drainage is provided. ifii ..• - 6.This design is furnished subject to the imitations set forth by 8.Plates shall be located on both laces of truss,and placed so their center t� I(VIII VIII VIII 1111111 III IIID VIII VIII 111 1111 TPIlWfCA In BCSI,copies of which will furnished upon request. Ones coincide with joint center roes. fa J l g.Digits indicate size of plate In inches. ,tJ 1°� MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-loan(MiTek) EXPIRES 6/30115 111 IIIIIII This design prepared from computer input "by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 8'- 5.5" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KODF #1&BTR LOAD DURATION INCREASE = 1.15 1.2=(-442) 222 1-4=(-261) 378 2-4=(-412) 243 BC: 2x4 KDDF #1&BTR SPACED 24.0" O.C. 2-3=( -76) 73 4.3=(-111) 93 WEBS: 2x4 KDDF STAND LOADING TC LATERAL SUPPORT <= 12'0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA BC LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) TOTAL LOAD = 42.0 PSF 0'- 0.0' -43/ 362V -37/ 97H 5.50' 0.58 KDOF ( 625) Connector plate prefix designators: 8'- 5.5' -42/ 348V 0/ OH 5.50' 0.56 KDDF ( 625) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LL = 25 PSF Ground Snow (Pg) M,M2OHS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL �COND. 2: Design checked for net(-5 Dsf) uplift at 24 °oc spacing. REQUIREMENTS OF IBC 2012 AND IPC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX BC PANEL LL DEFL = -0.129' @ 4'- 3.7" Allowed = 0.353' BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX BC PANEL TL DEFL = -0.195' @ 4'- 3.7' Allowed = 0.471" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX HORIZ. LL DEFL = -0.003' @ 8'- 2.0" 4-04-14 4-00-10 MAX HORIZ. TL DEFL = 0.004" @ 8'- 2.0' T '1 1 12 not Eexceedn19h atstimeof s igre content does manufacture. 4.00 L Design conforms to main windforce-resisting M-1.5x4 system and components and cladding criteria. 3 -/ Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. M-1.5x4 o 4« 03 0 C) 0 0 M-3x4 M-3x4 1 y ), ), 8-02 0-03-08 8-05-08 JOB NAME: 15992 WESTW00D HOMES LYNN STREET - C4 Scale: 0.5326 . .'',,,k )PROpp,, WARNINGS: GENERAL NOTES,unless ethenwise noted 1.Builder and erection contractor should be advised of a1 General Notes 1.This design is based only upon the parameters shown and is for an individual �� rt � lgr� Truss: C4 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibiity of the building designer. j 3.Additional temporary bracing to insure slabiity during construction 2.Design assumes the top and bottom chords to beroug laterally t theiraced at i �� DES. BY: LJ is the responsibilityof the erector.Additional permanent bracingof 2'o.c.and at 10'o.c.respectively unless braced throughout their length by r- Pe continuous sheathing such as plywood sheathing(TC)and/or drywallC). �; DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ ...„ SEQ. 5828756 4-No load should be appied to any component until after all bracing and 4.Installation of truss is the responsibiity of the respective contractor. w hfy, i' fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a noncorrosive environment, `OR s-t design loads be applied to any component. and are for"dry condition"of use. $ TRANS I D: 391598 5.CompuTrus has no control overand assumes no respo eihibty for the 6.Design assumes full bearing at all supports shown.Shim or wedge if :: Y 2)3, �q�' necessary. Xl fabrication,handing,shipment and installation of components. 7.Design assumes adequate drainage is provided. y S.This design is furnished subject to the irritations set forth by 8.Plates shall be located on both faces of truss,and placed so their center qq `,�1J CJ VIII ILII VIII ILII ILII ILII TPIN/TCA in BGSI,copies of which cora be furnished upon request lines coincide with joint center foes. �!4 �"� 9!).,1'. I IIIIII ILII VIII tlgp 9.For indicaten sizecplate inches. !.r MiPIN USA,ISC./Comps fw Softwarewig bernishe1 L)•E 10.for basic connector plate design values see ESR-1311,ESR-1988(°tiTek) EXPIRES 6!3©!f5 IIIIIIIIIIIIII This design prepared from computer input 6y PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 12'- 2.0' IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF N1&BTR LOAD DURATION INCREASE = 1.15 1-2=(-559) 159 1-5=(-284) 483 5-2=( 0) 279 BC: 204 KDDF IFI&BTR SPACED 24.0' O.C. 2-3=(-265) 284 5-6=(-285) 482 2-6=(-466) 235 WEBS: 2x4 KDDF STAND; 3-4=( -15) 7 6-3=(-269) 244 2x4 KODF #1&BTR A LOADING LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF TC LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA BC LATERAL SUPPORT <= 12'0C. UON. TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) 0'- 0.0' -61/ 510V -160/ 312H 5.50' 0.82 ODE ( 625) Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 12'- 2.0' -127/ 534V 0/ OH 5.50' 0.85 MODE ( 625) C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc M,M2OHS,M18HS,M16 = MhTek UT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIALGOND. 2: Design checked for net(•5 osfl uplift at 24 'oc spacing.) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL = -0.006' @ 6'- 3.9' Allowed = 0.562' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TC PANEL TL DEFL = 0.044' @ 2'- 11.2' Allowed = 0.719' 6-04-15 5-05-05 0-03-12 �12 MAX HORIZ. LL DEFL = 0.006' @ 11'- 8.5" MAX HORIZ. TL DEFL = 0.007' @ 11'- 8.5' 12 NOTE:Design assumes moisture content does 9.00 V 3 M 1.5X4 q not exceed 19'n at time of manufacture. I Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. M-3x4 N O eO A nD • O A 0 i I/h i6 hk, O 1 MX 1.z� 5 6 o M-3x4 M-1.5x4 M-3x4 - y J- 6-03-03 5-10-13 * J, 12-02 JOB NAME: 15992 WESTWOOD HOMES LYNN STREET - C5Bale: 0.2938 • WARNINGS: GENERAL NOTES,unless otherwise noted: '�� - 531, 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual ` �` C5 and Warnings before construction commences. building component.Applicability of design parameters and proper Truss: incorporation of component is the responsibiity of the building designer. f f� 2.2x4 compression web bracing must be installed where shown+. 2.Design assumes the top and bottom chords to be laterallybraced at 3.Additional temporary bracing to insure stability during construction2'o.c.and at 10'o.o,respectively unless braced ihrorghoattheir lengtth by (/ + DES. BY: LJ is the responsihiity of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywallC). i 1 ' DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2r Impact bridging or lateral bracing required where shown++ 4109 C/1 4.No bad should be rippled to any component until after all bracing and 4.Installation of truss is the responsibiity of the respective contractor. ty,�, TRANS I D: 391598 S E Q. : 5 8287 57 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used Ina noncorrosive environment, R design loads be applied to any component. and are for"dry condition"of use. `.�(� 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge if 4 -26 1 ( necessary. fabrication,handing,shipment and installation of components. 7.Design assumes adequate drainage is provided. 6.This design Is furnished subject to the imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center f�Al i�t,3'-T 111111111111111111011 TPIANTCA in SCSI,copies of which will furnished upon request. Foes withizjoint center Innval 1! f ft;f 4 9.Digits indicate size of plate in Inches. MiTek USA,Inc./CompuTrus of s Software rnishe1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) EXPLIRES 6/30115 III IIIII'I This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 12'- 2.0" IBC 2012 MAX MEMBER FORCES 4WR/ODF/Cq=1.00 TC: 2x4 KDOF 41&BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 68 2-6=(-284) 481 6-3=( 0) 279 BC: 2x4 ODE 41&BTR SPACED 24.0" O.C. 2-3=(-559) 153 6-7=(-285) 480 3-7=(-459) 236 WEBS: 2x4 KDOF STAND; 3-4=(-265) 284 7-4=(-269) 244 2x4 KODF 41&BTR A LOADING 4-5=( -15) 7 LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF TC LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF BC LATERAL SUPPORT <= 12'OC. UON. TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) OVERHANGS: 12.0' 0.0' LL = 25 PSF Ground Snow (Pg) 0'- 0.0' -64/ 635V -164/ 323H 5.50' 1.02 ODE ( 625) 12'- 2.0" -126/ 531V 0/ OH 5.50' 0,85 KDOF ) 625) Connector plate prefix designators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. )GOND. 2: Design checked for net(-5 onf) uplift at 24 "DC spacing.! M,M2OHS,MIBHS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL = -0.002' @ -1'- 0.0' Allowed = 0.100' MAX TL CREEP DEFL = -0.003' @ -1'- 0.0' Allowed = 0.133' 6-04-15 5-05-05 0-03-12 MAX LL DEFL = -0.006' @ 6'- 3.9' Allowed = 0.562' MAX TC PANEL TL DEFL = 0.038' @ 2'- 11.2' Allowed = 0.719' 12 MAX HORIZ. LL DEFL = 0.006" @ 11'- 6.5' M-1.5x4 5 9,00 V MAX HORIZ. TL DEFL = 0.007" @ 11'- 8.5' s netEexceedn19% atetimeof jure content does manufacture. Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. M-3x4 N 0 1166. AIA rp 0 ch 0 4rt MR _ .6111111..... 8 ...7 y o M-3x4 M-1.5x4 M-3x4 k y 6-03-03 5-10-13 y > 1-00 12-02 JOB NAME: 15992 WESTW00D HOMES LYNN STREET - C6 Scale: 0.2889 • PRO/p ' WARMNfaS: GENERAL NO7ES,unless otherwise noted 1.Builder and erection contractor should be advised of at General Notes 1.This design Is based only upon the parameters shown and a for an individual .`C.a INr Truss: C6 arid Warnings before construction commences. budding component.Applicability of design parameters and proper �� Ay,G �»�,`. ' 2.244 compression web bracing must be instated where shown+. incorporation of component is the responsibility of the brildng designer. , yrs s 1. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at , DES. BY: LJ is the responsibilityof the erector.Additionalpermanent bracingof 2'o.c.and at 10'o.c.respectively unless braced throughout their length by y !.• ! r- continuous sheathing such as plywood sheathing(TC)and/or drywakEIC). '- DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown=* 40 4.No bad should be appied to any component until after at bracing and 4.Installation of truss is the responsibility of the respective contractor. • �t SEQ. : 5828758 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, OR'a MN 01 design bads be applied to any component. and are for"dry candieon"of use. TRANS I D: 391598 5.Compu7rus has no control over and assumes no responsibility for the 6.Desregssa ssumes full heading at at supports shown.Shim or wedge if � `• -2�` ,,-2. '<3. fabrication,handing,shipment and installation of components. 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center II IIIIII VIII SII VIII VIII VIII IIII III IIII TPINYTCA in BCSI,copies of which Will be furnished upon request. Ines coincide with joint center Ines. A, i'�� IIIMNI ®MM 9.Digits inchoate size of plate In Inches. %!�J MiTek USA,Inc./CompUTtus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-13t1,ESR-1968(MiTek) EXPIRES 6130115 IIIIIIIIIIII'I This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 12'- 2.0' 'COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.' TC: 2x4 KDOF M1&BTR LOAD DURATION INCREASE = 1.15 BC: 2x4 KDOF N1&BTR SPACED 24.0' O.C. NOTE:Design assumes moisture content does not exceed 19% at time of manufacture. TC LATERAL SUPPORT <= 12'0C. UON. LOADING Design conforms to main windforce-resisting BC LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF system and components and cladding criteria. DL ON BOTTOM CHORD = 10.0 PSF Connector plate prefix designators: TOTAL LOAD = 42.0 PSF C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc (All Heights), Enclosed, Cat.2, Exp.B, ir Wind: 140 mph, h=15ft, TCOL=4.2,BCOL=6.0, ASCE 7-10,M ), M,M2OHS,M18HS,M16 = MiTek MT series LL = 25 PSF Ground Snow (Pg) load duration factor=l.6, LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Truss designed for wind loads REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. in the plane of the truss only. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP Gable end truss on continuous bearing wall UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY AND or equal typical at stud verticals. Refer to CompuTrus gable end detail for complete specifications. 12 j 9.00 I/ N 0 CO 0 m til O r,— .ri'/ ////////////////////////////////////////////////////////////////////////////////////////////////I --V 0 4 M-3x4 y k - 1-00 12-02 JOB NAME : 15992 WESTWOOD HOMES LYNN STREET - C7 Scale: 0.4364 WARNINGS: GENERAL NOTES,unless otherwise noted: r s 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown end is for an individual ^ ,3S Truss :C7 and Warnings before construction commences. building \component.Applicability of design parameters and proper •`y 'IN Ck+ , 2.2x4 compression web bracing must be Installed where shown+. incorporation of component is the responsibility of the building designer. (e," 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at A DES. BY: LJ 2 o.c,and at 10'0.0.respectively unless braced throughout their lenggth by is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). ; DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ at/ 4.No load should be applied to any component until after of bracing and 4.Installation of truss is the responsibility of the respective contractor. _ ��tt ; SEQ. : 5 828759 fasteners are complete and at no lime should any loads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, - - QR'e*t� design loads be applied to any component. and are for"dry condition"of use. Q} CO TRANS I D: 391598 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge it o°, <Y r,Dj , '�' necessary.. ` U fabrication,handing,shipment and installation of components. 7.Design assumes adequate drainage is provided. �r� 6.This design is furnished subject to the Imitations set forth by 8.Plates shah be located on both faces of truss,and placed so their center V `� J I 111111 11111 VIII VIII(III'VIII VIII 11 IIIITPIANTCA in BCSI,copies of which will furnished upon request. Ines coincide with joint center Ines. i IR®I 9.Digits indicate size of plate in inches. 4.J 0 ,: `:,�i�` MiTek USA,Inc./CompuTrus Software 7.6.6)1L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) EXPIRES 6/30/15 111 41 i ilii , . . . . , LUMBER SPECIFICATIONS TRUSS SPAN 16'- 0.0' 'COND. 2: Design checked for net(-5 nsf) uplift at 24 'oc spacing.) TC: 2x4 KDDF N1&BTR LOAD DURATION INCREASE = 1.15 NOTE:Design assumes moisture content does BC: 204 KDDF /MUM SPACED 24.0' O.C. not exceed 19`-, at time of manufacture. TC LATERAL SUPPORT <= 12'OC. UON. LOADING Design conforms to main windforce-resisting BC LATERAL SUPPORT <= 12'OC. VON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF system and components and cladding criteria. DL ON BOTTOM CHORD = 10.0 PSF Connector plate prefix designators: TOTAL LOAD = 42.0 PSF Wind: 140 mph, h=22.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, C,CN,CI8,CN18 (or no prefix) = nus, Inc (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), M,M2OHS,M18HS,M16 = MiTek MT serriesies LI = 25 PSF Ground Snow (Pg) load duration factor=l.6, LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Truss designed for wind loads iiii REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. in the plane of the truss only. Gable end truss on continuous bearing wall UON. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 1,1-1x2 or equal typical at stud verticals. 8-00 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 8-00 Refer to CompuTrus gable end detail for '1 1 1 complete specifications. 12 12 9,00 V IM 4x4 N9.00 3 gli • WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES), A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE GABLE TRUSS. THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT. THE TRUSS DESIGNER ASSUMES NO 7111 111111111111 RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION. COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. v� 41 ` o 8Jc- / //// / / IPI. . i 0 0 M-3x4 M-3x4 I ,( I I 1-00 16-00 1-00 JOB NAME: 15992 WESTWOOD HOMES LYNN STREET - D1 Scale: 0.4027 nvoPROPp- - �- --- -- WARNINGS: GENERAL NOTES,unless otherwise noted. `' �G[ C. .,. 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for en individual •„ s♦ Truss: D1 and Warnings before construction commences. building component.Applicability of design parameters and proper incorporation of component is the respoosibtily of the building designer. r,, n 2.2x4Ads compression any bracing must be instated where shown C. '. f t • r- 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be throughout braced at •t 1 *4 2'o.c.and at 10'o.c.such tivey unless braced throughout their length by DES. BY: LJ is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). +y DATE: 2/20/2014 the overal structure is the responsibility of the building designer. 3.20 Impact bridging or lateral bracing required where shown+* . .• `OR't 0 N SEQ. : C n. 5 o nQc O 4.No load should be rippled to any component until alter at bracing and 4.Installation of truss Is the responsibility of the respective contractor. SQ E 82 v V fasteners are complete and at no time should any loads greater than 5.Design asswmes trusses areto be used in a non-corrosive environment, i*,.eft 26 Y,�4,1 r'y"?�' design loads be rippled to any component. and are for"dry condition”of use. v TRANS I D: 391598 5.Dam Trus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge if 't. pu P° ty necessary. • 16 �C' fabrication,handing,shipment and installation of components. 7.Design assumes adequate drainage Is provided. 4.30`l 6.This design is furnished subject to the imitations set forth by B.Plates shat be locatedonboth faces of truss,and placed so their center ;(1G,•�i 4 ies of h will be furnished upon 11111111111111111 MITeUSA,TPINVTCA lio/CmpuT us Softw 8 7 G 6(1 L)E request 10 lines barnconneclorwith oint center inns. plate design ewes see ESR-1311,ESR-1988(MiTek) c 9.Digits indicate size of plate in inches. V t (��t EXPIRES 11111111111 • This design prepared from.computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 16'- 0.0' IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF ki&BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 68 2- 8=(-13B) 1122 8. 3=( 0) 177 BC: 2x4 KDDF J)1&BTR SPACED 24.0' O.C. 2- 3=(-1430) 239 8- 9=(-146) 1121 3- 9=(-319) 225 WEBS: 2x4 KDDF STAND; 3. 4=(-1009) 182 9-10=(-185) 1121 9- 4=( •97) 903 2x4 OF STAND A LOADING 4- 5=(-1009) 163 10- 6=(-179) 1122 9- 5=(-323) 220 LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-1430) 266 5.10=( 0) 177 . TC LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7.( O) 68 BC LATERAL SUPPORT <= 12'0C. UON. TOTAL LOAD = 42.0 PSF OVERHANGS: 12.0' 12.0' LL = 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) Connector plate prefix designators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -99/ 786V -136/ 136H 5.50" 1.26 KDDF ( 625) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 16'- 0.0' -99/ 786V 0/ OH 5.50' 1.26 KDDF ( 625) M,M2OHS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 'COND. 2: Design checked for net(-5 psf) uplift at 24 'oc spacing.) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 8 00 8-00 VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L/180 MAX LL DEFL = -0.002' @ -1'• 0.0' Allowed = 0.100' 1 1 T MAX TL CREEP DEFL = -0.003' @ -1'- 0.0' Allowed = 0.133" 4-02-12 3-09-04 3-09-04 4-02-12 MAX LL DEFL = -0.043' @ 8'• 0.0' Allowed = 0.754' r MAX TL CREEP DEFL = -0.087' @ 8'- 0.0' Allowed = 1.006" MAX LL DEFL = -0.002" @ 17'- 0.0' Allowed = 0.100" 12 M-4x6 12 MAX TL CREEP DEFL = -0.003' @ 17'• 0.0' Allowed = 0.133" 9.00 I00 V 9, MAX HORIZ. LL DEFL = 0.046" @ 15'• 6.5' 4 4.0" MAX HORIZ. TL DEFL = 0.079' @ 15'- 6.5' PI S NOTE:Design assumes moisture content does not exceed 19% at time of manufacture. Design conforms to main windforce-resisting system and components and cladding criteria. M-3x6 Wind: 140 mph, h=15ft, TCOL=4.2,BCDL=6,0, ASCE 7-10, M 3x6 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), 3 load duration factor=1.6, d It ___ S Q� inuthess dplaneeoffthetruss wind loads only. 9 M-5x8 i i M-3x6 to M-3x6 o1111111111111118M-1.5x4 M 1.5x4 0 �� o 0 0 4 4.50 4.50 12 12 y / ), .1 / 4-01 3-11 3-11 4-01 * * ,l J, ./ 1-00 8-00 8-00 1-00 .1 )' y 1, 1-00 16-00 WEDGE REQUIRED AT HEEL(S). 1-00 JOB NAME: 15992 WESTWOOD HOMES LYNN STREET - D2Sale: 0.295) •4 pPROPp • WARNINGS: GENERAL NOTES,unless otherwise noted: ,�„' �. • 1.Builder and erection contractor should be advised of a8 General Notes 1.This design is based only upon the parameters shown and is for an Individual � GINE..�, 4 Truss: D2 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.204 compression web bracing must be instated where shown*. incorporation of component is the responsibiity of the building designer. 3.Additional temporary bracing to Insure stability during construction 2.Design assumes the top and bottom chords to be lateral braced at 2'o.c.and at 10'o.c.respectively unless braced throughout their len�ggth by i r' # r DES. BY: LJ is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as pod sheath g(TC)and/or drywai(BC). f 4 r DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown** ai/r 4.No load should be applied to any component until alter all bracing and 4.Installation of truss is the responsibility of the respective contractor. ., w , SEQ. : 5828761 fasteners are complete and at no time should any bads greater than 5.Design assumes busses am to be used in a noncorrosive environment, design loads be applied to any component. nand are for"dry condition"of use. Q} ' TRANS I D: 391598 5.CompuTrus has no control over and assumes no responsibility for the 6.Designeaassumes full bearing at all supports shown.Shim or wedge if , ...1 •�^ r"26''O✓ •0 fabrication,handling,shipment and Installation of components. 7.Design assumes adequate drainage is provided. [�V B.This design is furnished subject to the imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center ,,/0 A nty'.*2. 11111111111111 TPIIWfCA In BCSI,copies of which will be furnished upon request nt center lines. 9 Digits macadte sizee with ofplate in inches. ,'4 V i• O ar MiTek USA,Inc./CompuTrus of s Software 1L)-E ill.For basic connector plate design values see ESR-1311,ESR-1968 Walk) • EXPIRES 6/30115 11E 11111 IIII1I) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 16'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/D0F/Cq=1.00 TC: 2x4 UDE 41&BTR LOAD DURATION INCREASE = 1.15 1- 2=(-1437) 303 1. 7=(-184) 1139 .7- 2=( 0) 177 BC: 2x4 KDDF tt1&BTR SPACED 24.0" O.C. 2- 3=(-1012) 211 7. 8=(-190) 1138 2- 8=(-326) 224 WEBS: 2x4 KDDF STAND; 3- 4=(-1011) 188 8- 9=(-203) 1123 8- 3=(-134) 907 2x4 DF STAND A LOADING 4- 5=(•1433) 289 9. 5=(-197) 1123 8- 4=(-323) 217 LL( 25.0)+OL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=( 0) 68 4- 9=( 0) 177 TC LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF BC LATERAL SUPPORT <= 12'0C. UON. TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA OVERHANGS: 0.0' 12.0" LL = 25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) 0'- 0.0' -80/ 671V -132/ 125H 5.50' 1.07 KDDF ( 625) Connector plate prefix designators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 16'- 0.0' -102/ 794V 0/ OH 5.50' 1,27 KDDF ( 625) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. M,M2OHS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP �COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing, AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = -0.043' @ 8'- 0.0" Allowed = 0.754' MAX TL CREEP DEFL = -0.088' @ 8'- 0.0' Allowed = 1.006' 8-00 8-00 MAX LL DEFL = -0.002' @ 17'- 0.0' Allowed = 0.100' '' T MAX TL CREEP DEFL = -0.003' @ 17'- 0.0' Allowed = 0.133' 4-02-123-09-04 3-09-04 4 02-12 1' l' T T MAX HORIZ. LL DEFL = 0.047' @ 15'- 6.5' 12 12 MAX HORIZ. TL DEFL = 0.079' @ 15'- 6.5' 9.00 V M 4X6 Ni 9 00 NOTE:Design assumes moisture content does .0 not exceed 19% at time of manufacture. 3 Design conforms to main windforce-resisting Asystem and components and cladding criteria. Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, NWFRS(Dir), load duration factor=l.6, Truss designed for wind loads M-3x6 Aiiihi, M-3x6 in the plane of the truss only. IIIIIIIIIIIII175X88 7 s o f M-3x6 M-1.5x4 M-1.5x4 M-3x6 0 1.. _ • 0 0 .G.14.50 4.50 r-, 12 12 r yr y r 4-01 3-11 3-11 4-01 y ), i ), 8-00 8-00 1-00 * y ), 16-00 1-00 JOB NAME: 15992 WESTWOOD HOMES LYNN STREET - D3 Scale: 0.2866 ' ..re‘V PROP WARNINGS: GENERAL NOTES,unless otherwise noted: � r t ., 6s� .. 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual and Warnings before construction commences. building component.Applicability of design parameters and proper -"'S3 fi` •i Truss: D3 Incorporation of component Is the responsibility of the building designer. y 2.2x4 compression web bracing must be installed where shown+, L/ • 2.Design assumes the top and bottom chords to be laterally braced at .r DES. BY: LJ 3.Additional temporary bracing to insure stadiy during construction 1 7 o.c.and at 10'o.c-respectively unless braced throughout their a th by j r. is the responsibility of the erector.Additional permanent bracing of continuous sheathingsuch as plywood sheath ii ` DATE: 2/20/2014 the overai structure is the responsibility of the building designer. 3.2x Impact bridging where shown drywal C). pons) dy ng g g n9 or lateral bracing required ++ 4.No load should be appied to any component until atter at bracing and 4.Instaialion of truss is the responsibility of the respective contractor. ' SEQ. : 5828762 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, OR't SN and are tar"dry condition'or use. a'design bads bads be applied to any component. i �} 6 Design assumes full bearing at all supports shown.Shim or wedge a �`"/ 0} TRANS I D: 391598 5.CompuTrus has no control over and assumes no responsibility for the necessary. " ,1 28,1 , fabrication,handing,shipment and installation of components. 7.Design assumes adequate drainage is provided. ' Ilk -. -_ C'1 8.This design is furnished subject to the imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center ' ,2)R t y J 111111111111111111 TPIANfCA in BCSI,copies of which will be furnished upon request Ings teniae with joint center bias. g.Digits mrficate size of plate in Inches. • J. ?p'r!, MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) EXPIRES. 613Q115 LUMBER SPECIFICATIONS 16-00-00 GIRDER SUPPORTING 12-02-00 IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=(-2795) 561 1- 7=(-352) 2098 7- 2=(-150) 922 BC: 2x6 KDDF #1&BTR 2- 3=(-1906) 444 7- 8=(-350) 2081 2- 8=(-833) 243 WEBS: 2x4 KDDF STAND LOADING 3- 4=(-1906) 442 8- 9=(-337) 2079 8- 3=(-459) 1998 LL = 25 PSF Ground Snow (Pg) 4- 5=(-2794) 556 9- 5=(-340) 2095 8- 4=(-829) 226 TC LATERAL SUPPORT <= 12"OC. UON. TC UNIF LL( 50.0)+DL( 14.0)= 64.0 PLF 0'- 0.0" TO 16'- 0.0" V 5- 6=( 0) 68 4- 9=(-150) 922,, BC LATERAL SUPPORT <= 12"OC. UON. BC UNIF LL( 127.1)+DL( 106.4)= 233.5 PLF 0'- 0.0" TO 16'- 0.0" V OVERHANGS: 0.0" 12.0" LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) i Single member as shown. 0'- 0.0" -484/ 2379V -145/ 137H 5.50" 3.81 KDDF ( 625) Hangers attached to the bottom chord BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 16'- 0.0" -531/ 2502V 0/ OH 5.50" 4.00 KDDF ( 625) will have 1.5" max. nail penetration. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Connector plate prefix designators: ICOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.1 C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 M,M2OHS,M18HS,M16 = MiTek MT series MAX LL DEFL = -0.046" @ 8'- 0.0" Allowed = 0.754" MAX TL CREEP DEFL = -0.093" @ 8'- 0.0" Allowed = 1.006" MAX LL DEFL = -0.002" @ 17'- 0.0" Allowed = 0.100" MAX TL CREEP DEFL = -0.003" @ 17'- 0.0" Allowed = 0.133" MAX HORIZ. LL DEFL = 0.015" @ 15'- 6.5" MAX HORIZ. TL DEFL = 0.025" @ 15'- 6.5" NOTE: Design assumes "Dry Doug. Fir Lumber" used throughout. Not to exceed 19% moisture content. Design conforms to main windforce-resisting 8-00 8-00 system and components and cladding criteria. I T Q Wind: 140 mph, h=22.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, 4-05-04 3-06-12 3-06-12 4-05-04 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), T T T T T load duration factor=1.6, Truss designed for wind loads 12 M-4x6 12 in the plane of the truss only. 9.00/ N9.00 4.0" 3 4'( IF jX6j3X6 O 0 c MIN -4 ® .7„. cm v ® o 1 7 8 9 '\ O M-5x10 M-3x6 M-6x8 M-3x6 M-5x10 o ,1 y y 1- .1- 4-03-08 4-03-08 3-08-08 3-08-08 4-03-08 1- I )- 16-00 16-00 1-00 JOB NAME : 15992 WESTW00D HOMES LYNN STREET - D-GIRD Scale: 1/4" C !ht WARNINGS: GENERAL NOTES,unless otherwise noted: e G) r N OA(' 1 I.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual 1 VI (GING"C+c w +3'Llf f Truss: D-GIRD and Warnings before construction commences. building component.Applicability of design parameters and proper incorporation of component is the responsibilityof the buildingdesigner. 2.2x4 compression web bracing must be installed where shown+. 2.Design assumes the top and bottom chords to e laterally brad at �, �`r 3.Additional temporary bracing to insure stability during construction 2'o.c.and at 10'o.c.respectively unless braced throughout their length by 4 4 w i P " DES. BY: LA is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). DATE: 5/27/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. / c/'...- // (, f,_. SEQ. : 5940579 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, r f design loads be applied to any component and are for"dry condition"of use. TRANS I D: 399633 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge if OREGON C fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. •"Q 6.This design is furnished subject to the limitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center 1 r, ,� �, 1111111111111111 TPI WTCA in BCSI,copies of which will furnished upon request git coincideiatwithzjointcenterche. + 9. Digits indicate size of plate in inches. �•+ V� MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) GAR 10 EYAiItrG-11OO/91/Atli A IIIIIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 15'- 0.0' ICOND. 2: Design checked for net(-5 psf) uplift at 24 'oc snacing.1 TC: 2x4 KDDF #15BTR LOAD DURATION INCREASE = 1.15 NOTE:Design assumes moisture content does BC: 2x4 KDDF #1&BTR SPACED 24.0' O.C. not exceed 19% at time of manufacture. IC LATERAL SUPPORT <= 12'OC. UON. LOADING Design conforms to main windforce-resisting BC LATERAL SUPPORT <= 12'OC. UGH, LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF system and components and cladding criteria. DL ON BOTTOM CHORD = 10.0 PSF Connector plate prefix designators: TOTAL LOAD = 42.0 PSF Wind: 140 mph, h=22ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc M,M (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),2OHS,M1BHS,M16 = MiTek MT series LL = 25 PSF Ground Snow (Pg) load duration factor=1.6, LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Truss designed for wind loads REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. in the plane of the truss only, Gable end truss on continuous bearing wall UON. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD, TOP M-1x2 or equal typical at stud verticals. 7-06 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 7-06 Refer to CompuTrus gable end detail for T 1 I complete specifications. 12 12 M-4x4 9.00 V 9.00 3 la o7,-- A1111111111111111 -/ factor, ao� o -/ 0 0 M-3x4 M-3x4 .1 y ,J l 1-00 15-00 1-00 JOB NAME : 15992 WESTWOOD HOMES LYNN STREET - El Scale: 0.4146 PROF WARNINGS: GENERAL NOTES,unless otherwise noted' *� ,s,� 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual 1�y., ; 1 and Warnings before construction commences. building component.Applicability of design parameters and proper F Truss: E 1 incorporation of component is the responsibility of the bulking designer. 2.204 compression web bracing must be Installed where shown+, lx.i tC/ 3.Additional temporary bracing to Insure stability during construction 2.Design assumes the top and vely chords to be laterally braced at r. , DES. BY: LJ Is the responsibility of Bre erector.Additional permanent bracing of 2'o.c.and at 10'0.5.respectively unless braced throughout their lenng�th by t i po dy continuous sheathing such as plywood sheathing(TC)and/or drywa0(BC). DATE: 2/20/2014 the overal structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ AO 4.No load should be appied to airy component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. OR' ��t! SEQ. : 5828764 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, C*1Y�C,tc design loads be applied to any component. and are for"dry condition"of use. , TRANS I D: 391598 5.CompuTrus has no control over and assumes no responsibility for the B.Design assumes tubi bearing at all supports shown.Shim or wedge if Y 6 1�, �"G necessary. fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. fV �� 8.This design is furnished subject to the Imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center ty 111111111111111 TPI WTCA in SCSI,copies of which will be furnished upon request. Ings coincideiwith pint centerte lines. ,J l 9.Digits indicate size of plate in Inches. i',%70r i!. MiTek USA,Inc./CompuTrus Software 7.6.6(1L)-E 10.For basic connector plate design values see ESR-1311,ESR-7988(MI-1'6k) EXPIRES 6/30/15 11111IIIIIII This design prepared from computer ihput by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 15'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF #1&BTA LOAD DURATION INCREASE = 1.15 I. 2=( 0) 68 2- B=( -95) 526 3- 8=(-192) 196 BC: 2x4 KDDF N1&BTR SPACED 24.0" O.C. 2- 3=(-744) 198 8- 6=(-112) 520 8- 4=(-105) 387 WEBS: 2x4 KDDF STAND 3- 4=(-565) 185 8- 5=(-192) 195 LOADING 4- 5=(-566) 184 TC LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-745) 199 BC LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=( 0) 68 TOTAL LOAD = 42.0 PSF OVERHANGS: 12.0' 12,0' LL = 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE SO.Il. (SPECIES) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -120/ 744V -140/ 140H 5.50' 1.19 KDDF ( 625) M,M20HS,M18HS,M16 = MiTek MT series REOUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 15'- 0.0' -120/ 744V 0/ OH 5.50° 1,19 KDDF ( 625) BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 'COND. 2: Design checked for net(-5 nsf) uplift at 24 "oc spacing.' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 7-06 7-06 MAX LL DEFL = -0.002' @ -1'- 0.0' Allowed = 0.100' MAX TLMAX ELL DEFL = -0.011' @ 7'- 6,0' Allowed = 0.704' 3-11-03 3-06-13 3-07-11 3-10-05 MAX LL DEFL = -0.002" @ 16'- 0.0" Allowed = 0.100' f f T f f MAX TL CREEP DEFL = -0.003" @ 16'- 0.0" Allowed = 0.133' 12 12 MAX BC PANEL TL DEFL = -0.031' @ 11'- 6,8" Allowed = 0.444' (/ M-4x4 9.00 NI 9.00 MAX HORIZ. LL DEFL = 0.006' @ 14'- 6.5' 4.0' MAX HORIZ. TL DEFL = 0.009" @ 14'- 6.5' 4 1111 NOTE:Design assumes moisture content does not exceed 19% at time of manufacture. Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h=21.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), M-1.5x4 M-1.5x4 load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. ty +1 0 0 ...- 4 imm Kid- rom o 8 , M-3x4 M-3x8 M-3x4 y 1 J. 7-06 7-06 I 1 1' b 1-00 15-00 1-00 JOB NAME: 15992 WESTWOOD HOMES LYNN STREET - E2Scale: 0.3535 •WARNINGS: 1�441.1)PROP - GENERAL NOTES,unless otherwise noted: Wit('[*+ $s> 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual LL++�+. and Warnings before construction commences. building component.Applicability of design parameters and proper C •..'Gt +.:S'♦ q' ' Truss: E 2 incorporation of component Is the responsiblity of the building designer. ; {� 2.2z4 compression web bracing must be installed where shown+. � "' 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be braced at ," DES. BY: LJ responsibilityof the erector.Additionalpermanent bracingof 2'o-c.and at 10'o.c.such tivey unless braced throughout their length by is the continuous sheathing such as plywood sheathing(TC)ardfor drywall(BC). 4 DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2z Impact bridging or lateral bracing required where shown++ er SEQ. : 5828765 4.No load should be applied to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. fasteners am complete and at no time should any loads greater than 5.Design assumes trusses are to be used In a non-corrosive environment, ORnf� ' design bads be applied to any component. and are for"dry condition"of use. 43 necessary. TRANS I D: 3 91598 5.CompuTrus has no control over and assumes w responsibility for the 8.Design assumes NA bearir g at all supports shows.Shim or wedge if ' Q • !I)".26.‘c „26.1c '. fabrication,handling,shipment and installation of components. 7•Design assumes adequate drainage is provided. �r• - 'I I' 6.This design is furnished subject to the imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center ill A.SOV‘ O�> IIMI IIIb)VIII VIII VIII VIII VIII IIIb(III MTe USA, /CompuT US SINVTCA in SCSI.copies of oftware 7ll be rn6.6(1 L)E upon request. 9. int center lines. lines oplate design inches. lues see ESR-1311,ESR-1988(IviTek) f IG%r!Z NNN EXPIRES 6130/1 1E111111 This design prepared from computer ihptit 151, PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 15'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF qt&BTR LOAD DURATION INCREASE = 1.15 1.2=(-748) 224 1-6=(-123) 528 2-6=(-197) 194 BC: 2x4 KDDF #1&BTR SPACED 24.0' O.C. 2-3=(-568) 203 6-5=(-121) 526 6-3=(-129) 392 WEBS: 204 KDDF STAND 3-4-1.569) 202 6.4=(-198) 193 LOADING 4-5=(-750) 225 TC LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+0L( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LL = 25 PSF Ground Snow (Pg) 0'- 0.0" -81/ 630V -123/ 123H 5.50' 1.01 KDDF ( 625) M,M2OHS,M18HS,1116 = MiTek MT series 15'- 0.0' -81/ 630V 0/ OH 5.50' 1.01 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. ICOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacino.I BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL = -0.011" @ 7'- 6.0' Allowed = 0.704' MAX BC PANEL TL DEFL = -0.031' @ 11'- 6.8' Allowed = 0.444' 7-06 7-06 ( ' T MAX HORIZ, LL DEFL = 0.006' @ 14'- 6.5' MAX HORIZ. TL DEFL = 0.009" @ 14'- 6.5' 3-11-03 3-06-13 3-07-11 3-10-05 T / _f- T T NOTE:Design assumes moisture content does 12 12 not exceed 19% at time of manufacture. 9.00 V HM-4x4 X 9.00 Design conforms to main windforce-resisting 4.0" system and components and cladding criteria. 3 Wind: 140 mph, h=21.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, AI154 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. 0 5 0 1 0.77,16 M-3x4 M-3x8 M-3x4 I - .1 7-06 7-06 .1 1" 15-00 JOB NAME: 15992 WESTW00D HOMES LYNN STREET - E3 Scale" 0.3515 . WARNINGS: GENERAL NOTES,unless othervrise noted: �Y�P OJ p 1.Builder and erection contractor should be advised of at General Notes 1.This design Is based only upon the parameters shown and is for an individual /49 Truss: E3 and Warnings before construction commences. building component.Appicabitty of design parameters and proper -` 3I S. i 4, incorporation of component is the responsibility of the building designer. :!Y ' 2.204 compression web bracing must be installed where shown i. l' 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at Y o.c.and at 10'o.c.such tivey unless braced throughout their length by 1 !-• DES. BY: LJ is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall C). DATE: 2/20/2014 the overam structure is the responsibility of the building designer. 3.20 Impact bridging or lateral bracing required where shown n+ ill/ - SEQ. : 5 8287 66 4.No load should be applied to any component until alter of bracing and 4.Installation of truss is the responsibility of the respective contractor. ,hf i.� fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a noncorrosive environment, `"CSR 1t 1v design bads be applied to any component. and are for"dry condition"of use. Q? TRANS I D: 391598 s.CompuTrus has no control over end assumes no responsibility for the 6.Design assumes full bearing at at supports shown.Shim or wedge if �' ��Y BY.1 �� fabrication,handling,shipment and installation of co necessary. , v components. 7. necessary. assumes adequate drainage is provided. '/� 6.This design is furnished subject to the imitations set forth by 9.Plates shall be located on both faces of truss,and placed so their center r1`� I IIIIII VIII SII VIII VIII VIII hi I illi TPINJTCA m BCS1,copies of which w 11 furnished upon request. Digit coincide with jointacenter fines . .3 V k 4 , 9.Digits indicate size of plate in inches. ' . v! J, MiTek USA,Inc./CompuTrus Software 7.6.6(1L)-E 10.For basic connector plate design values see ESR-1311,ESR-195t(MiTek) EXPIRES 6/3011% IIIIIIIIIIIIII This design prepared from computer inpdt 6y PACIFIC LUMBER-BC LUMBER SPECIFICATIONS 15-00-00 GIRDER SUPPORTING 12-10-08 IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF 91&BTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=(-2719) 551 1- 6=(-382) 2036 6- 2=(-152) 906 BC: 2x6 KDDF @I&BTA 2- 3=(-1860) 436 6- 7=(-379) 2019 2- 7=(-796) 229 WEBS: 2x4 KDDF STAND LOADING 3- 4=(-1860) 436 7- 8=(-379) 2019 7- 3=(-459) 1960 LL = 25 PSF Ground Snow (Pg) 4- 5=(-2719) 551 8- 5=(-382) 2036 7- 4=(-796) 229 TC LATERAL SUPPORT <= 12"0C. UON. TC UNIF LL( 50.0)+DL( 14.0)= 64.0 PLF 0'- 0.0" TO 15'- 0.0' V 4- 8=(-151) 906 BC LATERAL SUPPORT <= 12'0C. VON. BC UNIF LL( 135.9)+DL( 112.4)= 248.4 PLF 0'- 0.0" TO 15'- 0.0' V BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA Single member as shown. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) Hangers attached to the bottom chord REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 0'- 0.0' -481/ 2343V -122/ 122H 5.50° 3.75 KODF ( 625) will have 1.5" max. nail penetration. 15'- 0.0' -481/ 2343V 0/ OH 5.50" 3.75 KDDF ( 625) Connector plate prefix designators: BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 9 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc ICOND. 2: Design checked for net(-5 Dsf) uplift at 24 'or. spacin0. N,N20HS,M18HS,M16 = MiTek MT series 7-06 7-06 VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = -0.042" @ 7'- 6.0' Allowed = 0.704" T MAX TL CREEP DEFL = -0.085' @ 7'- 6.0" Allowed = 0.939' 4-02-04 3-03-12 3-03-12 4-02-04 MAX HORIZ. LL DEFL = 0.014' @ 14'- 6.5' 12 12 MAX HORIZ. TL DEFL = 0.023' @ 14'- 6.5' V M-4x6 - 9.00 N9.00 NOTE:Design assumes moisture content does 3 4.0' not exceed 19% at time of manufacture. 'I Design conforms to main windforce-resisting 11. system and components and cladding criteria. Wind: 140 mph, h=21.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. M-3x6 M-3x6 4 1a. 0 Z K:44111111111111111 N. 1N.IMICAIIII i. ..- J, _ _ III _ II 1►� 6 7 8 ►945 M-5x10 M-3x6 M-6x8 M-3x6 M-5x10 y ), y y ), 4-00-08 3-05-08 3-05-08 4-00-08 l 15-00 JOB NAME: 15992 WESTWOOD HOMES LYNN STREET - E-GIRD Scale: 0.3828 WARNINGS: GENERAL NOTES,unless otherwise noted: 1.Builder and erection contractor should be advised of all General Notes 1.lids design is based only upon the parameters shown and is for an individual - Truss: E-GIRD and Warnings before construction commences. building component.Applicability of design parameters and proper (7 \yCy1144 ` : ; incorporation of component is the responsibility of the bulling designer. rz, 1�, 2.2x4 compression web bradng must be installed where shown+. ` 3.Additional temporary bracing to insure Motility during construction 2.Design assumes the top and bottom chords to be laterally braced at 2'o.c.and at 10'o.c.respectively unless braced throughout their lennggt�h by � 1 +r• r DES. BY: LJ Is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywa8(BC). DATE: 2/20/2014 the overall structure Is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ ! i 4.No bad should be appled to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. ry SEQ. : 5828767 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, -tR[ design loads be applied to any component. and are for"dry condition"of use. TRANS I D: 3915 98 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge if �' j 26 �� fabrication,handling,shipment and insla8ation of components. necessary. f'� i P mP 7.Design assumes adequate one both drainage is provided.and y 6.This design is furnished subject to the limitations set forth by B.Plates shah be located both faces of truss, placed so their center /� `, TPIMlTCA in BCSI,copies of which will be furnished upon request. 9.(ines coincide with Digits indicate size of plate inint rinches. fu � 1111111111111111111 MiTek USA,InciCOmpuTru9 Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) J 17.' ''d EXPIRES 6130/15 1111111111 This design prepared from computer" input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS 9-03-00 GIRDER SUPPORTING 13-05-13 IBC 2012 MAX MEMBER FORCES 4WRIDDF/Cq=1.0D IC: 2x4 KDDF R1&BTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1-2=(-57) 74 4-5=(-274) 1205 1-4=( -122) 69 2-6=(-1477) 307 BC: 2x6 KOOF N1&BTR 2-3=(-57) 74 5-6=(-274) 1205 4-2=(-1477) 308 6-3=( -122) 69 WEBS: 2x4 KDDF STAND LOADING 5-2=( -229) 1348 LL = 25 PSF Ground Snow (Pg) IC LATERAL SUPPORT <= 12"OC. UON. TC UNIF LL( 50.0)+0L( 14.0)= 64.0 PLF 0'- 0.0' TO 9'- 3.0' V BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA BC LATERAL SUPPORT <= 12"0C. UON. BC UNIF LL( 143.6)+DL( 117.6)= 261.2 PLF 0'- 0.0' TO 9'- 3.0' V LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) 0'- 0.0" -305/ 1504V -104/ 104H 5.50' 2.41 KDDF ( 625) Single member as shown. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 9'- 3.0' -305/ 1504V 0/ OH 5.50" 2.41 KDDF ( 625) Hangers attached to the bottom chord REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. will have 1.5" max. nail penetration. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ICOND. 2: Design checked for net(-5 poll uplift at 24 'oc spacing. ** For hanger specs. - See approved plans AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 Connector plate prefix designators: MAX LL DEFL = -0.021' @ 4'- 7.5" Allowed = 0.417" C,CN,C1B,CN18 (or no prefix) = CompuTrus, Inc MAX TL CREEP DEFL = -0.042' @ 4'- 7.5" Allowed = 0.556" M,M2OHS,M18HS,M16 = MiTek MT series MAX HORIZ. LL DEFL = 0.005' @ 8'- 11.5' T 4-07-08 T 4-07-08 T MAX HORIZ. TL DEFL = 0.008" @ 8'- 11.5' NOTE:Design assumes moisture content does M-1.5x4 M-3x8 M-1.5x4 not exceed 19% at time of manufacture. /- 1 2 3 Design conforms to main windforce-resisting __ __ 11system and components and cladding criteria. Wind: 140 mph, h=19.9ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. cr v ..-- •=1-l o o, co m /- I I , III / I LO ** �� III ** f 4 5 6 M-4x8 M-3x8 M-4x8 y . y 4-07-08 4-07-08 y y 9-03 42. JOB NAME : 15992 WESTW00D HOMES LYNN STREET - F-GIRD Scale: 0.5508 00 PRO/", WARNINGS: GENERAL NOTES,unless otherwise noted: 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual 1� Truss: F-GIRD and Warnings before construction commences. building component.Applicability of design parameters and proper � �'' 4,` ' 0' 2.2x4 compression web bracing must be Installed where shown 0. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at DES. BY: W is the responsibility of the erector.Additional permanent bracingof 2'o.c.and at 10'o.c.respectively unless braced throughout their length by r; P y continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown** �r 4.No bad should be applied to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. , OR' ;` SEQ. : 5828768 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, •./ C iN<L} • design loads be applied to any component. and are for"dry condition"of use. 43 TRANS I D: 391598 5.CompuTrus has no control over and assumes no responsibility for the 8.Designsomas teR bearing at all supports shown.Shim or wedge if . 0-5' ,G..Y 2& .1 �U . fabrication,handing,shipment and installation of components. 7.Design assumes adequate drainage is provided. ," v 6.This design Is furnished subject to the irritations set forth by 8.Plates shall be located on both faces of buss,and placed so their center o�A flu N TPIMlTCA in BCSI.copies which will be furnished upon request lines coincide with joint lIacenter Ines.9.Digits �fv ,J(}`t Ipill VIII VIII VIII VIII VIII VIII IIV(II) MiTek USA,Inc./CompuTrus Software 7.6.6(1L)-E te in inches. 8 basicconnedo cate size of design values see ESR-1311,ESR-7988(MiTek) f ,�/� EXPIRES 6/30/15 IIIIIIIIIIIIII This design prepared from computer ifiptit 6y PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 9'- 6.0' ICOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.) TC: 2x4 KDOF R1&BTR LOAD DURATION INCREASE = 1.15 BC: 2x4 KDDF #18,13141 SPACED 24.0" O.C. NOTE:Design assumes moisture content does not exceed 19% at time of manufacture. IC LATERAL SUPPORT <= 12"0C. UON. LOADING Design conforms to main windforce•resisting BC LATERAL SUPPORT <= 12"0C. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF system and components and cladding criteria. DL ON BOTTOM CHORD = 10.0 PSF Connector plate prefix designators: TOTAL LOAD = 42.0 PSF Wind: 140 mph, h=2lft, TCDL=4.2,BCDL=6.0, ASCE 7-10, C,CN,CI8,CNI8 (or no prefix) = nus, Inc (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), M,M2OHS,M18HS,M16 = Mitek MT serriesies LL = 25 PSF Ground Snow (Pg) load duration factor=1.6, LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Truss designed for wind soon/ REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. in the plane of the truss only. Gable end truss on continuous bearing wall UON. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP M-1x2 or equal typical at stud verticals. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Refer to CompuTrus gable end detail for 4-09 4-09 complete specifications. T T 1' 12 12 \ 9.00 V HM-4x4 v 9.00 2 Cr.� �o �o M-3x4./- III /1115/AFAL/111OSIT 4/4111/412/02141§/ AF415/41061/4/ 4114/1/ 4/412120124,41, 41 M-3x4 4 9-06 1-00 JOB NAME : 15992 WESTWOOD HOMES LYNN STREET - G1 Scale: 0.5200 - PROP WARNINGS: GENERAL NOTES,unless otherwise noted: ''..,01' ZP� 1.Builder and erection contractor should be advised of al General Notes 1.This design is based only upon the parameters shown and is for an individual `c t t* C.,);# and Warnings before construction commences. building component.Applicability of design parameters and proper ti Truss: G 1 incorporation of component is the re nsrdi of the build designer.2.204 compression web bracing must be installed where shown+. Po npo aPo ty n9 t . t, 1 kC ;.i 2.Design assumes the top and bottom chords to be laterally braced at T� DES. BY: LJ 3.Additional temporary bracing to stability during construction ', 2'o.c.and at 10'o.c.respectively unless braced throughout their leng�gth try . a t is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywal(SC). DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ d/ 4.No bad should be appied to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. it SEQ. : 5828769 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, 4 OR' • ` design loads be applied to any component. Dns are for"dry condition"of use. ., ff Q', " ' TRANS I D: 391598 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge it necessary. 1 26, U fabrication,handing,shipment and installation of components. 7.Design assumes adequate drainage istided. fjf� �) 6.This design is furnished subject to the irritations set forth by 8.Plates shall be located on both faces of truss,and placed so their canter n 0`,l 1111111111111111111111 TPIANTCA in BCSI,copies of which will furnished upon request 9.lines indicate ate sith ze of plate int rinches. l, j'`,`1 MiTek USA,InC.ICOmpUTfu3 Software 7.6.6(1L)-E 10.For basic connector plate design values see ESR-1311,ESR-1888(MiTek) EXPIRES 6130115 1EIIIIIII1I This design prepared from computer i"npdt by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 9'• 6.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 IC: 2x4 KDDF M1&BTR LOAD DURATION INCREASE = 1.15 1-2=(-380) 90 1.5=(-12) 226 5.2=(0) 211 BC: 2x4 KDDF MISBTR SPACED 24.0' O.C. 2.3=(-382) 86 5.3=(-12) 226 WEBS: 2x4 KDDF STAND 3-4=( 0) 68 LOADING TC LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+0L( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT 0= 12°OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) 0'- 0.0' •47/ 397V -80/ 73H 5.50" 0.64 KDDF ( 625) OVERHANGS: 0.0' 12.0' LL = 25 PSF Ground Snow (Pg) 9'- 6.0" -80/ 527V 0/ OH 5.50" 0.84 KDDF ( 625) Connector plate prefix designators: C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 'COND. 2: Design checked for net(•5 psf) uplift at 24 "oc spacing.) M,M20HS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL = -0.002' @ 10'- 6.0' Allowed = 0.100" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.003' @ 10'- 6.0' Allowed = 0.133' MAX TC PANEL LL DEFL = 0.046" @ 2'- 7.2" Allowed = 0.353' 4-09 4-09 MAX IC PANEL TL DEFL = 0.100' @ 6'- 8.9' Allowed = 0.530' T T 1 12 12 MAX HORIZ. LL DEFL = 0.001" @ 9'- 0.5' 9.00 V 11M-4x4 MAX HORIZ. TL DEFL = 0.002" @ 9'- 0.5' 9.00 2 4.0" NOTnotEexceedn19%s ates timeof lure content does manufacture. �� Design conforms to main windforce-resisting /% -). system and components and cladding criteria. ,,, Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, 7 j 1�\ (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. i z. 777- o / o I oo/- 1►� 5 �� ai �o M-3x4 M-1.5x4 M-3x4 4 y l .1- 4-09 4-09 4-09 y 1, y 9-06 1-00 JOB NAME: 15992 WESTW00D HOMES LYNN STREET - G2 Scale: 0.4950 'gyp PROr.. WARNINGS: GENERAL NOTES,unless otherwise noted: - lays 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual `C/ • , t� and Warnings before construction commences. bulking component.Appkceblity of design parameters and proper 2 ,47 +t�.`',' Truss: G2incorporation of component is the responsibility of the Hiking designer. <t7 k, 2.204 compression web bracing must be installed where shown+. 2.Design assumes the top and bottom chords to be laterally braced at 3.Additional temporary bracing to insure stability during construction J DES. BY: LJ is the responsibilityof the erector.Additional permanent bracingof 2'o.c.and at 10'o.c.respectively unless braced throughout their length by ! , h' r- P continuous sheathing such as plywood sheaths g(TC)and/or drywati(BC). t )< DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 416:,..00:. r S E n. C o n O O 4.No load should be appfed to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. �1n SEQ. : 582 v fasteners are complete and at no time should any bads greater than 5.Design assumes busses are to be used in a non-corrosive environment, 4 V R,30,044:41, 3 44 N4 design loads be applied to any component. nand are for"dry condition"of use. TRANS I D: 391598 5.CompuTrus has no control over and assumes no responsibiity for the e.Do�ssaassumes full bearing at all supports shown.Shim or wedge if 9' �� 6.1�. 3 fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. �- 4 6.This design is furnished subject to the irritations set forth by 8.Plates shall be located on both faces of truss,and placed so their center �q t Y1`�' VIII(IIII NI IIII IIII TPUWTCA in BCSI copies of which will furnished upon request Dies coincideitwith jointpate Inn lines. r ^i,,}c f i` I101111IIIIIIIIIIIII II INAI9.Digitsbasicconnecteplated sigovas. U:f MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For connector plate design values see ESR-1311,ESR•1988(MiTek) EXPIRES 613011 IIIIIIIIIIIII) This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS 9-06-00 GIRDER SUPPORTING 3-09-00 IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1-2=(-531) 57 1-5=(•12) 338 5-2=(0) 299 BC: 2x4 KDDF d1&BTR 2-3=(-533) 60 5-3=(-12) 338 WEBS: 2x4 KDDF STAND LOADING 3-4=( 0) 68 LL = 25 PSF Ground Snow (Pg) TC LATERAL SUPPORT <= 12'0C. UON. TC UNIF LL( 50.0)+DL( 14.0)= 64.0 PLF 0'- 0.0' TO 9'- 6.0' V BC LATERAL SUPPORT <= 12'OC. UON. BC UNIF LL( 21.9)+DL( 34.9)= 56.8 PLF 0'- 0.0' TO 9'- 6.0' V BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) OVERHANGS: 0.0' 12.0' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -76/ 572V -80/ 73H 5.50" 0,92 KDDF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 9'- 6.0" -121/ 702V 0/ OH 5.50" 1.12 KDDF ( 625) Connector plate prefix designators: C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP M,M2OHS,M18HS,M16 = MiTek MT series AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ICOND. 2: Design checked for net(-5 osf) uplift at 24 'oc spacing.) VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 4-09 4-09 MAX LL DEFL = -0.005' @ 4'- 9.0' Allowed = 0.429' MAX LL DEFL = -0.002' @ 10'- 6.0' Allowed = 0.100' 12 12 MAX TL CREEP DEFL = -0.003' @ 10'- 6,0" Allowed = 0.133' lint-4x4 MAX TC PANEL TL DEFL = 0.100' @ 6'- 8.9' Allowed = 0.530' 9.001/ 9.00 MAX HORIZ. LL DEFL = 0.002' @ 9'- 0.5' 24.0" MAX HORIZ. TL DEFL = 0.004' @ 9'- 0.5' Alib.11 NOTE:Design assuges moisture content does not exceed 19% at time of manufacture. Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h=15ft, TCOL=4.2,BCOL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. 0 o _/. c v o� t�� 5 ►� �C) 0 M-3x4 M-1.5x4 M-3x4 4 y k 4-09 4-09 .1 y k 9-06 1-00 JOB NAME: 15992 WESTW00D HOMES LYNN STREET - G-GIRD Scale: 0.5289 e pP Opp WARNINGS: GENERAL NOTES,unless otherwise noted: �5� ��+� . 1.Builder and erecdon contractor should be advised of at General Notes 1.This design is based only upon the parameters shown and is for an individual } Truss: G-GIRD and Warnings before construction commences. building component.Applicability of design parameters and proper • \6 ''.k\ 2. 4''vY 2.2x4 compression web bracing must be installed where shown*. incorporation of component is the responsibility of the building designer. ) \ ♦ 3.2x4co Additional temporary bracing to Insure stabilile during construction 2.Design assumes the top and bottom chords to be laterally braced at !or f 11 DES. BY' LJ is the responsibility of the erector.Additional2'o.c.and 0110'o.c.respectively unless braced throughout their length by ,, r i�` po ty permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall)BC). r- DATE: 2/20/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ A 4 4.No load should be appied to any component until after as bracing and 4.Instatation of truss Is the responsibility of the respective contractor. dor SEQ. : 5828771 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, • CR'PIN design loads be appied to any component. and are for"dry condition"of use. ', `„� ' TRANS I D: 391598 5.Co6.Design assumes full bearing at all supports shown.Shim or wedge if �J mpuTrus has no control over and assumes no responsibility for the necessary. �' '��. r` fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. . h 2.:.� - B.This design Is furnished subject to the limitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center �eh \rj 111111111111111 TPIMlTCA in BCSI,copies of which wit be furnished upon request. lines awith joint ceninr Ines. 1��{'La� 9.Digits Indicate size of plate in inches. J ?D!� MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(Wei) EXPIRES 6/3D/1