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N, 1 cr `c z ownNn 10I 4d LbY9A 11-6 I/2' B1 __L cr awlto pa gi .. c1 N ® CONFORMS TO OFSIGN CNCFPT VI -6" I 16'-6" v) CONFORMS TO DESIGN CONCEPT WITH "- ® REVISIONS AS SHOWN 0 CONFORMS TO DESIGN CONCEPT 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 CONFORMSREVISIONS TONOTED DESIGN CONCEPT WITH FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEn 2 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 NON-CONFORMING—REVISE&RESUBMIT a . `I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE • alaWITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE .ti R OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS. D APPLICAB1 E CODES,ALL OF WHICH HAVE By: Todd A. Eaton Date: September 19, 2014 PRIORITY OVER THIS SHOPSPECIFICATIONS DRAANWING. • m § CT ENGINEERING INC By AlexiaFukui Date 9/22/14 MILBRANDT ARCHITECTS r J MiTek USA, Inc. I 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. Compulrus has no control over and assumes no responsibility for the fabrication,handling,shipment and installation of components. 6. This design is furnished subject to the limitations set forth by TPI/WTCA in BCSI,copies of which will be furnished upon request. GENERAL NOTES, unless otherwise noted: 1. This 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'o.c.and at 10'o.c.respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). 3. 2x Impact bridging or lateral bracing required where shown++. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for"dry condition"of use. 6. Design assumes full bearing at all supports shown.Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss,and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic connector plate design values see ESR-1311,ESR-1988(MTek). 3 oli li, AO PRt}f', ti Er to a ii,iti; 1 • FR_ fro 14 � ' .R 14 t:, 4 1' ,,,,,, 26* 4Q'4 r .0 sigh A 44)A.J U NA 10/ EXPIRES /301l 111 IIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 17'- 0.0" 'COND. 2: Design checked for net(-5 Dsf) uplift at 24 'oc spacing.' TC: 2x4 KDDF #1$BTR LOAD DURATION INCREASE = 1.15 NOTE: Design assumes moisture content does BC: 2x4 KDDF #188TH SPACED 24.0" O.C. not to 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 Connector plate prefix designators: TOTAL LOAD = 42.0 PSF C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc Wind: E110 mph, h=25ft, TCDL=4.2,BCDL=6.0, ASCE 7-05,d, Cat.2, Exp.B,se M,M2OHS,M18HS,M16 = MiTek MT series LL = 25 PSF Ground Snow (Pg) MWFRS, interior zone, load duration factor=1.6„ LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Truss designed for wind loads REQUIREMENTS OF INC 2009 AND IRC 2009 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. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Refer to CompuTrus gable end detail for complete specifications. 8-06 8-06 1' '( T 12 TIM-4x4 12 14.00N.8 \14.00 A1 00 111111111111111L. o lulL o 0 0 M-3x4 M-3x4 J, ), ), ), 1-00 17-00 1-00 v,oROPts JOB NAME : 2610-A NH POLYGON - Al a INv put, 6i Scale: 0.2680 '@t/7//r 0� WARNINGS: GENERAL NOTES,unless otherwise noted: 44 7 l���^^lfff (p7t-' 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 4 . f-E Truss: Al and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bradng must be installed where shown+. 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: MJ is the responsibility of the erector.Additional2'o.c.and at 10'o.c.respectively unless braced throughout their length by po ty permanent bracingof continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). CC'DATE: 9/9/2014 the overall structure Is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ SEQ 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. OREGONts. f(J' SEQ loads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, G 'PI ,\ d TRANS I D: 407735 design loads be applied to any component. neceand assreary.for"dry condition"of use. / '7 1" 1 4 s° -4 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 'i5‘shipment and Installation of components. 7.Design assumes adequate drainage is provided. RIO - 6. handling, 1� R 1 O{. 6.This design is furnished subject to the Irritations set forth by 8.Plates shall be located on both faces of truss,end placed so their center 11111 VIII VIII II II VIII Bill IIII IIII TPIMfTCA in SCSI,copies of which will be furnished upon request. lines coincide with jointater lines. Di 9.Digits indicate size offpplatete in inches. MiTek USA,Ina/CompuTrus Software 7.6.6(1L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MITek) EXPIRES:12/31/2015 IIIIIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS 17-00-00 GIRDER SUPPORTING 37-06-00 IRC 2009 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=(-6606) 932 1- 6=(-660) 4010 6- 2=( -372) 3060 BC: 2x8 KDDF k1&BTR 2- 3=(-4470) 640 6- 7=(-656) 3990 2- 7=(-1914) 270 WEBS: 2x4 KDDF STAND; LOADING 3- 4=(-4470) 640 7- 8=(-656) 3990 7- 3=( -834) 6404 2x8 DF SS A; LL = 25 PSF Ground Snow (Pg) 4- 5=(-6606) 932 8- 5=(-660) 4010 7- 4=(-1914) 270 2x6 KDDF #2 B TC UNIF LL( 50.0)+DL( 14.0)= 64.0 PLF 0'- 0.0" TO 17'- 0.0" V 4- 8=( -372) 3060 BC UNIF LL( 443.8)+DL( 321.8)= 765.5 PLF 0'- 0.0" TO 17'- 0.0" V TC LATERAL SUPPORT <= 12"OC. UON. BEARING MAX VERT MAX HORZ BRG REQUIRED BOG AREA BC LATERAL SUPPORT <= 12"OC. UON. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SG.IN. (SPECIES) REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING MET. 0'- 0.0" -974/ 7051V -243/ 243H 5.50" 11.28 KDDF ( 625) Connector plate prefix designators: 17'- 0.0" -974/ 7051V -243/ 243H 5.50" 11.28 KDDF ( 625) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP M,M20HS,M18HS,M16 = MiTek MT series AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ICOND. 2: Design checked for nett-5 psf) uplift at 24 'oc spacing.) ( 2 ) complete trusses required. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 Join together 2 ply with 3"x.131 DIA GUNr'( MAX LL DEFL = -0.054" @ 8'- 6.0" Allowed = 0.804" nails staggered at: MAX TL CREEP DEFL = -0.109' @ 8'- 6.0' Allowed = 1.072' 9' oc in 1 row(s) throughout 2x4 top chords, 6' oc in 2 row(s) throughout 2x8 bottom chords, MAX HORIZ. LL DEFL = 0.012" @ 16'- 6.5' 9" oc in 1 rows) throughout 2x4 webs, MAX HORIZ. TL DEFL = 0.020" @ 16'- 6.5" 9" oc in 2 row(s) throughout 2x6 webs. NOTE: Design assumes moisture content does 8-06 8-06 not to exceed 19% at time of manufacture. 4-07-14 3-10-02 3-10-02 4-07-14 Design conforms to main windforce-resisting 1' f '( T T system and components and cladding criteria. 12 12 Wind: 110 mph, h=25ft, TCDL=4.2,BCDL=6.0, ASCE 7-05, M 5x6 14.001/ 14.00 Enclosed, Cat.2, Exp.B, MWFRS, 3 5.0" interior zone, load duration factor=l.6„ �� Truss designed for wind loads pq i in the plane of the truss only. .11 M-3x6 M-3x6 M-7x16�j M-7x16 o ,ii! I tali I N� o o IF Y 70 ® 70 Y o 0 M-3x10 =M-10x10 M-3x10 0 J, y J, J, y 4-06-02 3-11-14 3-11-14 4-06-02 i 1, 17-00 WEDGE REQUIRED AT HEEL(S). odl JOB NAME : 2610-A NH POLYGON - A2 c; . INE'Lo.„ Scale: 0.2151 �� ` 19'�r WARNINGS: GENERAL NOTES,unless otherwise noted: (]r�/rt�(©7C` 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'920 0®f t•- r- Truss: A2 and Warnings before construction commences. building component.Applicability of design parameters and proper �/y 2.2x4 compression web bracing must be installed where shown-r. Incorporation of component is the responsibility of the building designer. > 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top end bottom chords to be laterally braced at DES. BY: MJ is the responsibility of the erector.Additionalpermanent bracingof 2'o.c.and at 10'o.c.respectively unless braced throughout their length by 4/ ' Po ty continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). . DATE: 9/9/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ OREGON `,� 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. ''r ��yj_� W SEQ. : 6054121 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, `' VA Y \� A. design loads be applied to any component. and are for"dry condition"of use. Q 4 2, 4. TRANS I D: 407735 5.CompuTrus has no control over and assumes no responsibility for the 8.Design assumes fug bearing at at supports shown.Shim or wedge if 0Q� fabrication,handling, necessary.g '�'! 'F tf`S V shipment and installation of components. 7, ei assumes adequate drainage is provided. rl r-1 4- 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 IIIIIII 11111 VIII VIII VIII VIII VIII IIII IIII TPI/WTCA in BCSI,copies of which wit be furnished upon request. lines coincide with joint center Ines. 9.Digits indicate size offplate In inches. EXPIRES: p MITek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1888(MiTek) EXPIRES.12/31/2015 IIIIIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 37'- 6.0" ICOND. 2: Design checked for netj-5 psf) uplift at 24 'oc spacing.) TO: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 BC: 2x4 KDDF #1&BTR SPACED 24.0" O.C. NOTE: Design assumes moisture content does not to exceed 19% at time of manufacture. TC LATERAL SUPPORT <= 12"OC. UON. LOADING Design conforms to main windfarce-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 Unbalanced live loads have been TOTAL LOAD = 42.0 PSF considered for this design. Wind: 110 mph, h=25ft, TCDL=4.2,BCDL=6.0, ASCE 7-05, LL = 25 PSF Ground Snow P Enclosed, Cat.2, Exp.B, MWFRS, ( 9) Connector plate prefix designators: interior zone, load duration factor=1.6„C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Truss designed for wind loadsTn the plane of the truss only. M,M2OHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP Gableend truss on continuousbearing wall M-1 x2 or equal typical at stud stud verticals. UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Refer to CompuTrus gable end detail for 18-09 18-09 complete specifications. T 12-06-01 6-02-14 6-02-15 12-06-02 12 HM-4x4 12 7.00 Q 7.00 M-3x5(S) M-3x5(S) 4M 4"w Loul c. o C r - - m " 4 O O 6 o M-3x5(S) o M-3x4 M-3x4 y y 18-09 y 18-09 J, ), ), 37-06 1-00 ���>�,0 PROpr. JOB NAME : 2610-A NH POLYGON - B1 Scale: 0.2285 \� ! n4 WARNINGS: GENERAL NOTES,unless otherwise noted: ( ?44 7 I V/ 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 =92.,P L- r o and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown*. /! Truss: B 1 incorporation of component Is the responsibiOty of the building designer. 2.Design assumes the top and bottom chords to be laterally braced at 3.Additional temporary bracing to insure stabitty during construction 2'o.c.and at 10'o.c.respectively unless braced throughout their length by .tea 400116P DES. BY: MJ is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). DATE: 9/9/2014 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 an bracing and 4.Installation of truss is the responsibility of the respective contractor. OREGON ^V SEQ. : 6054122 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used In a noncorrosive environment, L� �f'93' ��� design loads be applied to any component. and are for"dry condition"of use. O 1 4 t4 TRANS I D: 407735 5.CompuTrus has no control over and assumes no responsibility for the e.Design assumes full bearing at all supports shown.Shim or wedge it O necessary. '-. 1:4 RIL-�.V fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. 8.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 110111 11111 VIII IN 11 VIII VIII 11E01 TPI/WTCA In BCSI,copies of which will be furnished upon request. 9.Iines Diglts Indicade te sizejoint plate In center 10. r MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E For basic connector plate design values see ESR-1311,ESR-19813(MITek) EXPIRES:12/31/201'5 IIIIIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC f LUMBER SPECIFICATIONS TRUSS SPAN 37'- 6.0' IRC 2009 MAX MEMBER FORCES 4WR/DDF/Cg=1.00 TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 1- 2=(-5824) 1802 1-10=(-1553) 5106 10- 2=( -904) 3278 BC: 2x4 KDDF #1&BTR SPACED 24.0" O.C. 2- 3=(•2500) 750 10-11=(•1511) 4952 2.11=(-3100) 978 WEBS: 2x4 KDDF STAND; 3- 4=(-2499) 736 11-12=) -546) 1802 11- 3=( -315) 139 2x4 KDDF #1&BTR A LOADING 4- 5=(-1842) 564 12.13=( -593) 1977 11- 4=( -149) 698 LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-1882) 585 13- 8=( -704) 2353 4.12=( -633) 249 TC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=(-2644) 745 12- 5=( -297) 1506 BC LATERAL SUPPORT <= 12'0C. UON. TOTAL LOAD = 42.0 PSF 7- 8=(-2873) 910 12- 6=( -707) 245 8- 9=( -34) 57 6-13=( -18) 550 OVERHANGS: 0.0' 12.0' LL = 25 PSF Ground Snow (Pg) 13- 7=( -269) 174 ** For hanger specs. - See approved plans BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE BEARING MAX VERT MAX HORZ BOG REQUIRED BOG AREA LIVE LOAD AT LOCATION(S) SPECIFIED BY IRC 2009. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) Connector plate prefix designators: THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 0'- 0.0' -217/ 1738V -270/ 270H 5.50' 2.78 KDDF ( 625) C,M2OHS,M18HS (16or =nprefix) = CompuTrus, Inc 37'- 6.0' -242/ 1871V -270/ 270H 5.50' 2.99 KDDF ( 625) M,M20HS,M18HS,M16 = M1Tek MT series ;COND. 2: Design checked for net(-5 psfl uplift at 24 'oc spacinp.1 VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = -0.317" @ 5'- 6.0" Allowed = 1.829" MAX TL CREEP DEFL = -0.582" @ 5'- 6.0" Allowed = 2.439' MAX LL DEFL = -0.002" @ 38'- 6.0" Allowed = 0.100" 18-09 18-09 MAX TL CREEP DEFL = -0.003' @ 38'- 6.0" Allowed = 0.133' T ff T 5-07-12 T 5-00-08 T 3-11-08 T 4-01-04 T 6-01-02 I 6-01-02 T 6-06-11 T MAX HORIZ. TL DEFL = 0.3110' @ 37'- 0.5" 1212 NOTE: Design assumes moisture content does 7.00 M 4x6 'I 7.00 not to exceed 19% at time of manufacture. 4.0" Design conforms to main windforce-resisting 5 (00,5 system and components and cladding criteria. 47 ,M-5x6(S) Wind: 110 mph, h=25ft, TCDL=4.2,BCDL=6.0, ASCE 7-05, M-3x4 3'1 Enclosed, Cat.2, Exp.B, MWFRS, M-5x6(5) interior zone, load duration factor=1.6„ 0.25" Truss designed for wind loads in the plane of the truss only. 0.25"A '` oo e ,M-1.5x3 M-5x8 t 1#11 L g o 1.17 o v o rr'� M18HS-7x14 ee �" 1-3- 3 0 1M-3x10 M-7x8 X6.25" M-3x4 M-3x6 0 .a 4.00 M-5x8(S) 12 4.00 t > WEDGE REQUIRED AT HEEL(S). 12 y y ), ), y y J, 5-06 , 5-00-08 , 8-02-08 9-05-07 9-03-09 , p, 5-06 5-00-08 26-11-08 "0y J, 37-06 1-00 ,<c t0 ess PROP JOB NAME : 2610-A NH POLYGON - 62 Scale: 0.1674 ,rr�I"a.9 /d WARNINGS: GENERAL NOTES,unless otherwise noted: 1' .9 ,/P E { p 1.Builder and erection contractor should be advised of alt General Notes 1.This design is based only upon the parameters shown and Is for an individual J*'/G ' Truss: B2 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 responsiblty of the building designer. 3.Additional temporary bracingto Insure stabilty during construction 2.Design assumes the top pecand bottom chords to be laterally braced at pil ry 2'o,c, • and at 10'o,c.respectively unless braced throughout their lenggth by ,,, + = I� DES. BY: MJ is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheatNng(TO)and/or drywat(BC). OREGON �+4/ DATE: 9/9/2014 the overall structure is the responsibility of the building designer. 3.2o Impact bridging or lateral bracing required where shown++ 17 4.No load should be applied to any component until after as bracing and 4.Installation of truss is the responsibility of the respective contractor. t C� SEQ. : 6054123 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, 4- 1 QN design loads be applied to any component. and are for"dry condition"of use. �y, 6.Design assumes full bearing at all supports shown.Shim or wedge if �j 1 t V TRANS I D: 407735 5.CompuTrus has no control over and assumes no responsibility for the necessary. r� t fabrication,handling,shipment and installation of components. 7,Design assumes adequate drainage is provided. 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 be lines 111111111111111111111 MTiTPe SAn BCSI, o copies of s which willarefurnished1 uponL,E request. 1de with joint center lines. 0.For bas cconneector pplate design values see ESR-1311,ESR-1988(MiTek) EXPIRES;12/31/2015 IIIIIIIIIIIIIi This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 37'- 6.0' IRC 2009 MAX MEMBER FORCES =1 4WR/ODF/C 00 TC: 2x4 KDDF //ABTA LOAD DURATION INCREASE = 1.15 - ' BC: 2x4 KDDF M1&BTR SPACED 24.0" O.C. 1- 3=(-2608) 9371 9- 9=(-634) 2335 2- 3=(-223) 541 191 WEBS: 2x4 KDDF STAND 2- 3=(•2608) 761 9-10=(-604) 1967 9- 3=( -23) 3- 4=(-1864) 598 10.11=(-602) 1967 3.10=(-717) 245 LOADING 4- 5=(-1864) 598 11- 7=(-716) 2331 10- 4=(-272) 1440 TC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-2606) 749 10- 5=(-716) 240 BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=(-2848) 924 5.11=( -10) 539 TOTAL LOAD = 42.0 PSF 7- 8=( •34) 57 11- 6=(-271) 175 OVERHANGS: 0.0" 12.0' LL = 25 PSF Ground Snow (Pg) ** For hanger specs. - See approved plans BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA Connector plate prefix designators: BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LOCATIONS REACTIONS REACTIONS SIZE MIN. (SPECIES) Cnnect8,CN18 (or no prefix) = CompuTrus, Inc LIVE LOAD AT LOCATION(S) SPECIFIED BY IRC 2009. 0'- 0.0" -217/ 1744V -270/ 2706 5.50" 2.79 KDDF ( 625) M,M2OHS,M18HS,M16 = MiTek MT series THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 37'- 6.0' -242/ 1861V -270/ 270H 5.50' 2.98 KDDF ( 625) !COND. 2: Design checked for net(-5 psfl uplift at 24 'oc spacin0.I VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = -0.145" @ 18'- 9.0' Allowed = 1.829" MAX TL CREEP DEFL = -0.263" @ 18'• 9.0' Allowed = 2.439" MAX LL DEFL = -0.002' @ 38'- 6.0" Allowed = 0.100' MAX TL CREEP DEFL = -0.003" @ 38'- 6.0' Allowed = 0.133" MAX HORIZ. LL DEFL = 0.065" @ 37'- 0.5" MAX HORIZ. TL DEFL = 0.100' @ 37'- 0.5" 18-09 18.09 NOTE: Design assumes moisture content does 6-06-11 6-01-02 6-01-02 6-01-02 6-01-02 6-06-11 not to exceed ts% at time of manufacture. f T 1' . T T . Design conforms to main windforce-resisting 12 12 system and components and cladding criteria. 7.00 M 4x6 Q 7.00 Wind: 110 mph, h=25ft, TCDL=4.2,BCDL=6.0, ASCE 7-05, 4 4.0" Enclosed, Cat.2, Exp.B, MWFRS, interior zone, load duration factor=1.6„ Truss designed for wind loads 0070 M-5x6(S) \1 M-5x6(S) in the plane of the truss only. 0.25" 0.25" >15x3f4JA . M-1.5x3 LoAlliihk o 0 41- c, t1.* 9 1A 11 . o o M-3x6 M-3x4 8.25" M-3x4 M-3x6 0 M-5x8(S) y 9-07-05 9-01-11 9-01-11 9-07-05 y y 37-06 1-00 JOB NAME : 2610-A NH POLYGON - B3 Scale: 0.1674 �� U ryy�� / s�1 \� WARNINGS: GENERAL NOTES,unless otherwise noted: 1/4( r / / 1[ r u - 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 4 . 'T.92,0•PE r- T r u s s: B3 and Warnings before construction commences. building component.Applicability of design parameters and proper ,00.17:00 2.2x4 compression web bradng must be installed where shown+. Incorporation of component is the responsibility of the building designer. r 3.Additional temporary bracing to Insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at DES. BY: MJ is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c,respectively unless braced throughout their length by �e 4, DATE' 9/9/2014 responsibilitybuilding designer. continuous sheathing such as p bradng required ng(TC)and/or drywall(BC. the overall structure is the res nsibili of the 3.2x Impact bridging or lateral required where shown++ SEQt1 4.No load should be applied to any component until after e8 bracing and 4.Installation of truss Is the responsibility of the respective contractor. OREGON40 beds greater than 5.Design assumes trusses are to be used in a non-corrosive environment, G. -f` 24.\1k�A. TRANS I D: 407735 design loads be applied to any component. and are for"dry condition"of use. /� 1 4 5.CompuTrus has no control over and assumes no responsibility for the 8.Design assumes full bearing at all supports shown.Shim or wedge if �� fabrication,handling,shipment and Installation of components. 7.Dnesign asscessary.umes provided.s A n Rik-. i S y 8.This design is furnished subject to the Imitations set forth by 8.Platesshallbe locateeduoneboth faces drainage of truss, nd placed so their center 'moi r'i t-5 Lb 1111110111111111111 TPIIWTCA In BCSI,copies of which will be furnished upon request lines e with joint center the ` 9.Digits indicate size of plate in Inches. 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:12/31/2015 1E1 IIIIIII This design prepared from computer input by PACIFIC LUMBER-BC • LUMBER SPECIFICATIONS TRUSS SPAN 37'- 6.0' IRC 2009 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF R1&BTR LOAD DURATION INCREASE = 1.15 1- 2=( -34) 57 2-10=(-713) 2331 3.10=(•271) 175 BC: 2x4 KDDF It1&BTR SPACED 24.0' O.C. 2- 3=(-2847) 920 10.11=(-598) 1966 10- 4=( -10) 539 WEBS: 2x4 KDDF STAND 3- 4=(-2605) 746 11-12=(-598) 1966 4.11=(-716) 240 LOADING 4- 5=(-1863) 594 12- 8=(-713) 2331 11- 5=(•268) 1439 TC LATERAL SUPPORT <= 12"OC. VON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-1863) 594 11- 6=(-716) 240 BC LATERAL SUPPORT <= 12'OC. VON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=(-2605) 746 6.12=( -10) 539 TOTAL LOAD = 42.0 PSF 7- 8=(-2847) 920 12- 7=(-271) 175 OVERHANGS: 12.0' 12.0" 8- 9=( -34) 57 LL = 25 PSF Ground Snow (Pg) Connector plate prefix designators: C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA M,M2OHS,M18HS,M16 = MiTek MT series LIVE LOAD AT LOCATION(S) SPECIFIED BY IRC 2009. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 0'- 0.0" -241/ 1858V -270/ 270H 5.50' 2.97 KDDF ( 625) 37'- 6.0" -241/ 1858V -270/ 270H 5.50' 2.97 KDDF ( 625) 'COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.] VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = -0.002" @ -1'- 0.0" Allowed = 0.100" MAX TL CREEP DEFL = -0.003' @ -1'- 0.0' Allowed = 0.133" MAX LL DEFL = -0.144" @ 18'- 9.0' Allowed = 1.829' MAX TL CREEP DEFL = -0.263' @ 18'- 9.0' Allowed = 2.439' MAX LL DEFL = -0.002" @ 38'- 6.0' Allowed = 0.100" MAX TL CREEP DEFL = -0.003' @ 38'- 6.0" Allowed = 0.133" 18-09 18-09 MAX HORIZ. LL DEFL = 0.065" @ 37'- 0.5' T f f MAX HORIZ. TL DEFL = 0.100" @ 37'- 0.5' 6-06-11 6-01-02 6-01-02 6-01.02 6-01-02 6.06-11 NOTE: Design assumes moisture content does f 1' '1' f '1 '1' '1' not to exceed 19% at time of manufacture. 12 7.00 M-4x6 12 7.00 Design conforms to main windforce-resisting system and components and cladding criteria. 4,0" 5 -h( Wind: 110 mph, h=25ft, TCDL=4.2,BCDL=6.0, ASCE 7-05, t Enclosed, Cat.2, Exp.B, MWFRS, M-5x6(S) \ M-5x6(S) interior zone, load duration factor=1.6„ 3,1 Truss designed for wind loads in the plane of the truss only. 0.25" 0.25" ;o. go \100 +f M-1"5x3 M-1"5x3 in to D D .CD; 0414 10 o M-3x6 M-3x4 1x.25" M-3x4 M-3x6 0 M-5x8(S) y y 1, 1, * y 9-07-05 9-01-11 9-01-11 9-07-05 , , 1-00 37-06 1-00 >,D PR OFe JOB NAME : 2610-A NH POLYGON - B4 Scale: 0,1625 ��� sso / WARNINGS: GENERAL NOTES,unless otherwise noted: 14dt �. r�� r /� 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 =9 0 PE t"" Truss: B4 and Warnings before construction commences. building component.Applicability of design parameters and proper s 2.2x4 compression web bracing must be installed where shown+. Incorporation of component is the responsibility of the building designer. .. ue'" 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top end bottom chords to be laterally braced et r 2'o,c,and at 10'o.c.such astivey unless braced throughout their le th by ,".err �"' DES. BY: MJ is the responsibility of the erector.Additional permanent bracing of continuous sheathing such plywood sheathing(TC)and/or drywall(BC). DATE: 9/9/2014 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 appied to any component until after all bracing and 4.Installation of truss Is the responsibility of the respective contractor. OREGON i} 40 SEQ. : 6 05 4125 fasteners are complete end at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, TRANS I D: 407735 I7 �� design loads be eppied to any component. and are for"dry condition"of use. 14 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 (i necessary. bt�tf V fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. rl!-114.1" 8.This design is famished subject to the!Imitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center IIIIIII VIII VIII III I VIII VIII VIII!III!III TPIANTCA In SCSI,copies of which will be furnished upon request. lines coincideintwith joint aIn he- 9.Digits indicate size of plate In inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(Welt) EXPI RES:12/31/2015 IIIIII IIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 37'- 6.0' ICOND. 2: Design checked for net(-5 osf) uplift at 24 "oc spacing.I TC: 2x4 KDDF 61&BTR LOAD DURATION INCREASE = 1.15 BC: 2x4 KDDF 61&BTR SPACED 24.0" O.C. NOTE: Design assumes moisture content does not to exceed 19% at time of manufacture. TC LATERAL SUPPORT <= 12"OC. UON. LOADING Design conforms to main win dforce-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: 110 mph, h=25ft, TCDL=4.2,8CDL=6.0, ASCE 7-05, considered for this design. Enclosed, Cat.2, Exp.B, MWFRS, LL = 25 PSF Ground Snow (Pg) Connector plate prefix designators: interior zone, load duration factor=1.8„C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Truss designed for wind loadsTn the plane of the truss only. M,M20HS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING MET. BOTTOM CHORD CHECKED FOR tOPSF 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 fable end detail for 18-09 18-09 complete specifications. 12-06-01 6-02-15 6-02-15 12-06-01 12 IIM-4x4 12 7.00 p NN 7.00 M-3x5(S) I M-3x5(5) 11 tr u7 0,0441 P. o M-3x5(S) o M-3x4 M-3x4 1- > y 18-09 18-09 1, /' ,( ,1 1-00 37-06 1-00 ��yt0 PROpp� JOB NAME : 2610-A NH POLYGON - B5 5� s Scale: 0.2247 \ WARNINGS: GENERAL NOTES,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 Is for an individual 4 . =92.11 P E r and Warnings before construction commences. building component.Applicability of design parameters and proper A �Ia'/` Truss: 65Incorporation of component Is the responsibility of the building designer. 2.2x4 compression web bradng must be Installed where shown+. 2.Design assumes the top and bottom chords to be laterally braced at - 3.Additional temporary bracing to insure stadlty during construction 2'o.c.and at 10'o.c.respectively unless braced throughout their length by ,.v' + #"" DES. BY: MJ is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). DATE: 9/9/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ !� 4.No bad should be applied to any component until after all bracing and 4.Installation of truss la the responsibility of the respective contractor. 7 A_OREGON 1t/ SEQ. : 6054126 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses areto be used In a non-corrosive environment, L. �!„�.Y \� A design loads be applied to any component and ere for"dry condition"of use. Q y 4 '41�± TRANS I D: 407735 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 i�p �y f- necessery. ill . rl�4-� V fabrication,handling,shipment and Installation of components. 7,Design assumes adequate drainage is provided. 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 111111 IIIA VIII VIII VIII VIII VIII IIII IIIITPIANTCA in BCSI,copies of which will be furnished upon request. 9.lines Indicate sizejoint plate in center 10. - MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E For basic connector plate design values see ESR-1311,ESR-1988(MiTek) EXPIRES:12/31/2015 111 11111 This design prepared from computer input by PACIFIC LUMBER-BC a. LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" 'COND. 2: Design checked for net(-5 psf) uplift at 24 "ox spacing.' TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 NOTE: Design assumes moisture content does BC: 2x4 KDDF q1&BTR SPACED 24.0' O.C. not to 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 Connector plate prefix designators: TOTAL LOAD = 42.0 PSF Wind: 110 mph, h=15ft, TCDL=4.2,BCOL=6.0, ASCE 7-05, C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc Enclosed, Cat.2, Exp.B, MWFRS, M,M2OHS,M18HS,M16 = MiTek MT series LL = 25 PSF Ground Snow (Pg) interior zone, load duration factor=1.6„ LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Truss designed for wind loons REQUIREMENTS OF IBC 2009 AND IRC 2009 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. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.AND or equal typical at stud verticals. Refer to CompuTrus gable end detail for 11-00 11-00 complete specifications. T T 1' 12 HM-4X412 6.00[;7- Q 6.00 il M4 d3 Ot 1O O O M-3x5(S) M-3x4 M-3x4 y ,1 12-00 10-00 y ). y ), 1-00 22-00 1-00 �pt,0 PROrt. JOB NAME : 2610-A NH POLYGON - Cl Scale: 0.3653 ��co. ( so�1-- Truss: - WARNINGS: GENERAL NOTES,unless otherwise noted: r� 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 >92 PE T r u s s: Cl and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bradng must be Installed where shown+. Incorporation of component is the responsibiNty 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• MJ responsibility permanent bracingof 2'c.c.and at 10'o.c.respectively unless braced throughout their length by �+ w v. Mit is the res nsibili of the erector.Additional continuous sheathing such as plywood sheathing(TC)and/or drywall(BC. ., -� , DATE: 9/9/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bradng required where shown++ OREGON `'�� 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. 7 `r.! SEQ. : 6054127 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, �� �� 2 �A.. TRANS I D: 407735 design loads be applied to any component and are for"dry condition"of use. Q 14 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full beefing at all supports shown.Shim or wedge if <e) fabrication,handling,shipment and Installation of components. necessary. �'` f-,tt t 7.Design assumes adequate drainage is provided. "y'a !'y 11.ti-6.This design is furnished subject to the Gnitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center 1111011111111111 TPINVTCA In SCSI,copies of which will bB furnished upon request. lines cindawith jointanr lines.. 9.Digits indicate size offpplatete in Inches, n MITek USA,InC./CompuTfus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) EXPIRES:12/31/2015 IIIIIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" INC 2009 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 IC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 1- 2=( -36) 50 2- 8=(-501) 1261 3- 8=(-311) 207 BC: 2x4 KDDF N1&BTR SPACED 24.0' O.C. 2- 3=(-1504) 634 8- 9=(-339) 834 8- 4=( -98) 492 WEBS: 2x4 KDDF STAND 3- 4=(-1318) 499 9- 6=(-501) 1261 4- 9=( -98) 492 LOADING 4- 5=(-1318) 499 9- 5=(-311) 207 TC LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-1504) 634 BC LATERAL SUPPORT <= 12'OC. VON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=( -36) 50 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 SQ.IN. (SPECIES) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0"- 0.0" -151/ 1038V -130/ 130H 5.50" 1.66 KDDF ( 625) M,M2OHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING MET. 22'- 0.0" -151/ 1038V -130/ 130H 5.50" 1.66 KDOF ( 625) BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 'COND. 2: Design checked for net(-5 5sfl uplift at 24 'tic spacing.I AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = -0.002' @ -1'- 0.0" Allowed = 0.100' MAX TL CREEP DEFL = -0.003" @ -1'- 0.0' Allowed = 0.133' MAX LL DEFL = 0.045' @ 7'- 6.2' Allowed = 1.054" MAX TL CREEP DEFL = -0.088' @ 14'- 5.8' Allowed = 1.406" MAX LL DEFL = -0.002' @ 23'- 0.0" Allowed = 0.100" MAX TL CREEP DEFL = -0.003' @ 23'- 0.0" Allowed = 0.133" 11-00 11-00 MAX HORIZ. LL DEFL = -0.019" @ 21'- 6.5" T - - MAX HORIZ. TL DEFL = 0.030' @ 21'- 6.5" 5-09-04 5-02-12 5-02-12 5-09-04 '1 T T 1' '1 NOTE: Design assumes moisture content does not to exceed 19% at time of manufacture. 12 12 M-4x6 Q 6.00 Design conforms to main windforce-resisting 6.00 D system and components and cladding criteria. 4.0" 4 -f-,f Wind: 110 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-05, • A''' Enclosed, Cat.2, Exp.B, MWFRS, interior zone, load duration factor=l"6„ Truss designed for wind loads in the plane of the truss only. M-1.5x3M-1.5x3 cofiO1/ llNW . d L** 1161 (h O 0 8 9 - 0 M-3x4 M-3x4 M-3x5(S) M-3x4 M-3x4 O J, 1- y y 7-06-03 6-11-11 7-06-03 y y 12-00 10-00 y J, ), > 1-00 22-00 1-00 -i\tO PR Open JOB NAME: 2610-A NH POLYGON - C2 Scale: 0.2653 \� `f}j[J'�`f/7y 6�fvf�� d WARNINGS: GENERAL NOTES,unless otherwise noted: 4., t / �/1 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 4- :92 i o P G r Truss: C2 and Warnings before construction commences. building component.Applicability of design parameters and proper yJ 2.2x4 compression web bracing must be installed where shown+. Incorporation of component Is the responsibmty 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 41/ DES. BY: MJ is the responsibility of the erector.Additionalpermanent bracingof 2'o.c.and at 10'o.c.respectively unless braced throughout their length by ,,r,�, Ia. po ty continuous sheathing such as plywood sheathing(TC)and/or drywall(6C). DATE: 9/9/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ OREGON /, SEQ. . 6054128 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. 7 I, fasteners are complete and at no time should any loads greater than 5.Design assumes trusses ere to be used in a non-corrosive environment, Lf �4I' 7. � and ere for"dry condition"of use. �1 ty design loads be applied to any component. cJ 14 (- TRANS I D: 407735 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 ��►1`� O cessary. fabrication,handling, resign ass #1'j:.1 p1` , V shipment and installation of components. 7.Design assumes adequate drainage is provided. ++'"'ii rt M 6.This design Is furnished subject to the Imitations set forth by 6.Plates shall be located on both faces of truss,and placed so their center IIIIII II II VIII VIII VIII VIII VIII IIII IIIITPlnnrrCA In SCSI,copies of which will be furnished upon request. lines coinciden with joint center lines. 9.Digits Indicate dsize of plate in Inches. 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:12/31/2015 f