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Plans (62) 1 101 1--t•-•• C, I- 27-0r m .-•-•0.-..• 0, I = ,._ rLS CLA o= LU a 1 •u..1 .1.0 ".- 1--- C:)1 0 101 10=0 ••• (1)0 ..- = LU EL C t...,1--r_.,tl--I < L) (...) Lu cc.,0 < 0 • = = 0 j= LA .k.,cn _,en CD 0 5 L..) c_.) ! • • . • • . • . 1 Li_i Lu.,.-“.•r, i--1 ... -.=,..- • C 9 (9 i L.;.'Z I TC.1 F''g. 0 . • . • (7) (7) C.) L9 'f L.'.0(-/,'7-5 r0 Z LU W ' z •• 12 c::, C) in ,-u is,.-- " . ' ' ' 0 C. cn .±-4 al" L., ,,, CX 1-• 1-- ••=c5 5%, • • 0. ...t,.,,.... " 1-11 • • ul Lc) U) E..... =.-,.= LU Z Z z z ,.. • • re re C:i c) 0 0 • . . : ' CD CD .,—.4 c.) . • • 1.1._ U.. •-•. 4 < • • , = = > = g.m at,..1-.:,T., CD 0 L.0 CD ,‘..ff.,g5-...0,., = Z • 3 3 3 3 . i......) (..." re z .u...---.r:,‘..--. , u j . . -c..., • • gl Li -.,..„-r,-•,, c. . • ! 1 I ! 15:12 • CONFORMS TO DESIGN CONCEPT T1 CONFORMS TO DESIGN CONCEPT WITH 1-1 REVISIONS NOTED , . 0 NON-CONFORMING-REVISE&RESUBMIT . . , . THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I i i i . . WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DEVON DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE. 6Z/12 PRIORITY OYER THIS SHOP DRAWING. By David R Burnett Date 10/6/14 . ' MILBRANDT ARCHITECTS . . 9. EA i 1 • LLI. 625/12 •(-4 UJ 0 . . , , ! Co > 03 : . . , . • • • • • , .• • i : . 4• . • . : ; "1* : . • : . . Z43 . . . • . . . • 21'.1 • 28 : • 1/r , . — T-7 i ' , r Cl_ AGE 14:it 9-4"RATE Cl GE DIFFERANCE • T-31W 1 1'75 1f2" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 09/08/14 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND ' ENGINEERED STRUCTURAL ..._...Mi. PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER . .. 4-A NH KD INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD . umber Paw 1-:\ ,.... _" . . RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 4-A NH / A CHECKED BY: DESIGNER/ENGINEER OF RECORD TO REVIEVV AND APPROVE OF ALL .. & TR. U S S ''':,,..' COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. ,. 1/8"= V All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. 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 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(MiTek). ,.3 f / . oto PRorp' OD vrt4 -,?1.'„+''' 1;111`/i; ;,. • >:,: Es 6130115 NMI This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS 12-11-00 GIRDER SUPPORTING 45-06-00 IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF 1/18BTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=( 0) 88 2- 8=(-712) 3076 2- 3=(-5662) 1286 BC: 2x8 KDDF 1$18BTR 2- 3=(-5662) 1266 8- 9=(-706) 3054 8- 3=( -582) 2678 WEBS: 2x4 KDDF STAND; LOADING 3- 4=(-3698) 932 9.10=(-624) 3054 3- 9=(-1184) 378 2x6 KDDF #2 A LL = 25 PSF Ground Snow (Pg) 4- 5=(-3698) 932 10- 6=(-828) 3076 9- 4=(-1344) 5302 TC UNIF LL( 50.0)+DL( 14.0)= 64.0 PLF 0'- 0.0" TO 12'- 11.0" V 5- 6=(-5662) 1266 9- 5=(-1184) 378 TC LATERAL SUPPORT <= 12'OC. UON. BC UNIF LL( 543.8)+DL( 389.8)= 933.5 PLF 0'- 0.0" TO 12'- 11.0" V 6- 7=( 0) 86 5.10=) -580) 2678 BC LATERAL SUPPORT 4= 12"OC. VON. 5- 6=(-5682) 1266 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL OVERHANGS: 12.0" 12.0" REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) Connector plate prefix designators: BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 0'- 0.0° -1508/ 6556V -238/ 238H 5.50' 10.49 KDDF ( 625) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 12'- 11.0" -1508/ 6556V 0/ OH 5.50" 10.49 KDDF ( 625) M,M2OHS,M18HS,M16 = MiTek MT series ( 2 ) complete trusses required. 'COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing,' --, . Join together 2 ply with 3"x.131 DIA GUN nails staggered at: VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 9' oc in 1 row(s) throughout 2x4 top chords, MAX LL DEFL = -0.001" @ -1'- 0.0" Allowed = 0.100" /V 1 5" oc in 2 row(s) throughout 2x8 bottom chords, MAX TL CREEP DEFL = -0.001' @ -1'- 0.0" Allowed = 0.133" 9" oc in 2 row(sthroughout 2x6 webs, MAX LL DEFL = -0.025" @ 6'- 5.5' Allowed = 0.600' 9" oc in 1 row(s) throughout 2x4 webs. MAX TL CREEP DEFL = -0.050" @ 6'- 5.5" Allowed = 0.800" MAX LL DEFL = -0.001" @ 13'- 11.0" Allowed = 0.100" 6-05 08 6-05-08 MAX TL CREEP DEFL = -0.001" @ 13'- 11.0' Allowed = 0.133" 3-03-02 3-02-06 3-00-10 3-04-14 MAX HORIZ. LL DEFL = 0.007" @ 12'- 5.5" MAX HORIZ. TL DEFL = 0.011" @ 12'- 5.5" 12 12 DESIGN ASSUMES MOISTURE CONTENT DOES M-4x6 14.00 14.00 NOT EXCEED 19%AT TIME OF MANUFACTURE. 4 4.0" Design conforms to main win dforce-resisting /- Y system and components and cladding criteria. Pq Wind: 140 mph, h=23.3ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, 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. N. M-4x12 M-4x12 to �'! ,� co M-1.50j_1.5x3 Ihiii\ c) iiii i iii 2 Lii g A_ ,1/_ 1/ 1iIIIIEMilliiii2LqiiiiiiiilligilliiIiii M-12x14 M-3x10 ::M-10x10 M-3x10 M-12x14 -,'0 .1 1, y ,- 1, 3-03-02 3-02-06 3-02-06 3-03-02 - 1, 1, 1, 1-00 12-11 1-00 c�0 PRO,zss JOB NAME : POLYGON 4-A NH - AG Scale: 0.2499 •cp // 414.E- /0, WARNINGS: GENERAL NOTES,unless otherwise noted: 4'� a l9/ P E �- 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 !` AG and Warnings before construction commences, building component.Applicability of design parameters and proper Truss: incorporation of component is the responsibility of the building designer. 2.2x4 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 staMFty during construction 2'oc.and at 10'o.c.respectively unless braced throughout their lenggth by r , '- DES. BY: BS is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). n /jr DATE: 9/8/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ OREGON �C 4.No load should be appeed to any component until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. SEQ. : 6052929 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, iG` 4 rLP�>x � design loads be applied to any component end are for"dry condition"of use. '0` 1 4 {�.. TRANS I D: 407 653 5.CompuTrus has no control over and assumes no responsibility for the 6.anstenea ssumes full bearing at all supports shown.Shim or wedge if i t fabrication,handling,shipment and installation of components. ry P R 14.1•" Pm po 7.Design assumes adequate drainage Is provided. 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 1IIIIII II II VIII III MEN VIII VIII IIIIIII TPI/WTCA In BCSI,copies of which will be furnished upon request. lines coincide with Joint center che. 9.Digits ndsize of tplate ein inches, 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 1111IIIIIII This design prepared from computer input by " PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 49'- 0.0" TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 IBC 2012 MAX MEMBER FORCES) 3412 43-12°) -24 )00 BC: 2x4 KDDF #1&BTR 2-. 3=( 0) 52 2-13=(•-942) 4 2.14=( -243) 295 SPACED 24,0" O.C. 3=(-3743) 1459 12.13=( -912 3044 12- 4=( -161) 480 WEBS: 2x4 KDDF STAND 3- 4=("3577) 1465 13.14=) -700) 2590 4.13=( -569 346 LOADING 4- 5=(-2976) 1320 14-15=( -713) 2453 13- 5=( -204) 792 TC LATERAL SUPPORT <= 12"0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=("2278) 1172 15.16=1 -924) 2817 5-14=(-1009) 554 BC LATERAL SUPPORT <= 12"0C. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=(-2278 1172 16.10=(-1152) 3185 14- 6=) -788) 1764 TOTAL LOAD = 42.0 PSF 7- 8=(-2976) 1320 14- 7=(-1010) 554 OVERHANGS: 12.0" 12.0" 8- 9=("3577) 1465 7-15=( -204) 793 Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 9-10=("3744) 1459 15- 8=( -56934 C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc 10-11=( 0) 52 8-16=( -161) 481 M,M2OHS,MI8HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 16- 9=( -243) 295 LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ,IN. (SPECIES) 0'- 0.0" -367/ 2172V -304/ 304H 5.50" 3.48 KDDF ( 625) 49'- 0.0" -367/ 2172V 0/ OH 5.50" 3.48 KDDF ( 625) bCOND. 2: Design checked for net(-5 psfl 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 = 0.258" @ 24'- 6.0" Allowed = 2.404" MAX TL CREEP DEFL = -0.490' @ 16'- 6.1" Allowed = 3.206" MAX LL DEFL = -0.002" @ 50'- 0.0" Allowed = 0.100" MAX TL CREEP DEFL = -0.003" @ 50'- 0.0" Allowed = 0.133' MAX HORIZ. LL DEFL = 0.108" @ 48'- 6.5" 24-06 24-06 MAX HORIZ. TL DEFL = 0.176" @ 48'- 6.5" 6-05-12 5-11-08 5-11-08 6-01-04 6-01-04 5-11-08 5-11-08 6-05-12 DESIGN ASSUMES MOISTURE CONTENT DOES NOT EXCEED 19%AT TIME OF MANUFACTURE. 12 12 Design conforms to main windforce-resisting 6.25 M-4x6 Q 6.25 system and components and cladding criteria. 6 4.0" Wind: 140 mph, h=25.6ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp,B, MWFRS(Dir), 2%Nload duration factor=1,6, Truss designed for wind loads in the plane of the truss only. M-3x4 M-3x4 M-5x6(S) M-5x6(S) 0 0,25" !/\/1Ipp0,25" 0 C;') M-1.5x 3 M "1.5x3 oo o /- V 1 r "" o 14 s,,,2,- 12 13 T 14 115 16 �1 o M-3x8 M-3x4 0.25" M-3x8 0.25' M-3x4 M-3x8 0 ), M-5x8(S) y M-5x8(S) y y y y 8-06-03 7-11-15 7-11-15 7-11-15 7-11-15 8-06-03 1-00 49-00 y y 1-00 JOB NAME : POLYGON 4-A NH - B1Scale: 0.1287 �0 NE1 7j9 WARNINGS: GENERAL NOTES,unless otherwise noted: 41 � nrii 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 -CC. v 92®40 P E t' Truss: 61 1 and Warnings before construction commences, building component.Applicability of design parameters and proper 2.204 compression web bredng 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: BS 2'o.c.and at 10'c.c.respectively unless braced throughout their length by is the responsibility of the erector.Additional permanent bracing of DATE: 9/8/2014 the averse structure is the responsibility of the buildingdesigner. continuous sheathing such as plywood required in ere s and/or drywall(BC. P tY 9 3.2a Impact bridging or lateral bracing where shown++ ) f SEQ. : 60529304.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 OREGON ,(u fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used In a corrosive environment, 4.. �' rLQ\ design loads be applied to any component. and are for"dry condition"of use. / TRANS I D: 407653 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge IfA. 14 P fabrication,handling,shipment and Installation of components. necessary.Design A.� � }s x + 6.This design is furnished subject to the limitations set forth 7. latesassumes adequatedon drainage is provided., '�/ b4- DII III IIIA IIII IIIA IIIA IIII IIII IIII by 8 Plates shall be located both faces of truss,and placed so their center TPIM(iCA in BCSI,copies of which will be furnished upon request. Rtes coincide with joint center lines. 9.Digits indicate size of plate In inches. MITeR USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) EXPIRE S:12/31/2015 IIIIIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 49'- 0.0" ICOND. 2: Design checked far nett-5 psi) uplift at 24 "oc spacing.( TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 DESIGN ASSUMES MOISTURE CONTENT DOES BC: 2x4 KDDF #1&BTR SPACED 24.0" O.C. NOT 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 DL ON BOTTOM CHORD 10.0 PSF system and components and cladding criteria. Unbalanced live loads have been TOTAL LOAD = 42.0 PSF Wind: 140 mph, h=25,6ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, considered for this design. (All Heights), Enclosed, Cat.2, Exp,B, MWFRS(Dir), LL = 25 PSF Ground Snow (Pg) load duration factor=1.6, Connector plate prefix designators: Truss deaigned for wind loads C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL in the plane of the truss only. M,M20HS,M18HS,M16 = MiTek MT series 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 complete specifications. 24-06 24-06 Tf 12-03-10 12-02-06 12-02-06 12-03-10 12 IM-4x4 12 3 6.25 /- 6.25 i:2' Lf) M-3x5(S) M-3x5(S) �V O M M 1 O M Q �' 5 o /— o 1 ' o M-3x5(S) M-3x5(S) M 3x4 0 M-3x4 y y y )' y y 16-06-01 15-11-13 16-06-01 y y 1-00 49-00 ° PR OF�tS JOB NAME : POLYGON 4-A NH - B GE1 Scale: 0.1680 ,`'c ti L, WARNINGS: GENERAL NOTES,unless otherwise noted: l.44 ` •r5CI 2 � ` 11 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 =3/ r and Warnings before construction commences. building component.Applicability of design parameters and proper Truss: B GE 1 Incorporation of component is the responsibility of the building designer. 2.2x4 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 DES. BY: BS is the responsibility of the erector.Additional permanent bracing 2'o.c.end at 10'o.c.respectively unless braced throughout their length by dng of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). - -ym n f( DATE: 9/8/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ �L ` OREGON w{ SEQ. : 6052931 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. eA ih 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, 1. �„{ design loads be applied to any component. end are for"dry condieon"of use. 16 Al F 1 4 T" TRANS I D: 407653 5.CompuTrus has no control over and assumes no responsibility for the 6.Decease assumes full bearing at all supports shown.Shim or wedge if POOL fabrication,handling, ry � � shipment end 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 IIIIII VIII VIII VIII VIII VIII VIII III(IIITPI WTCA in BCSI,copies of which will be furnished upon request. 9.(ines Digits oincide ate sizejoi nt plate incenterInches. 10. MiTek USA,Inc./nC./COmpuTfus Software 7.6.6(1 L)-E For basic connector plate design values see ESR-1311,ESR-1988(MiTek) EXPIRES:12131/2015 i IND IIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 12'- 11.0' ICOND. 2: Design checked for net(-5 pall uplift at 24 "oc spacing.' TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1,15 BC: 2x4 KODF #1 DESIGN ASSUMES MOISTURE CONTENT DOES &BTR 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 considered for this design. Wind: 140 mph, h=23.3ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, LL = 25 PSF Ground Snow (Pg) (All Heights), Enclosed, Cat.2, Exp,B, MWFRS(Dir), Connector plate prefix designators: load duration factor=l,6, C,CN,C18,CN18 (or no prefix) = CompuTrus, IncTruss designed for wind loads REQUIREMENTS REMENTS OF INC2012 AND IRC 2012 NOT BEING MET. M,M2OHS,M18HS,M16 = MiTek MT series RIQSTORAGE DOESNOT APPLYCUE TO THE SPATIALin the plane of the truss only. UI BOTTOM CHORD CHECKED FOR tOPSF LIVE LOAD. TOP Gable end truss on continuous bearing wall UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Refer or equal typical at stud verticals. Refer to CompuTrus sable end detail for complete specifications. 6-05-08 6-05-08 DESIGN ASSUMES SHEATHING ATTACHED TO ONE FACE. 12 IIM-4x4 12 /- 14.00V2 ' 14.00 NB 0 0 co o 441111111111i6 o 5 J' y y y 1-00 12-11 1-00 Pe JOB NAME : POLYGON 4-A NH - A GE <c\,v,o NE 6'Si Scale: 0,32585 (7 45 `` 18114. 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 et =92,0PE t' Truss: A GE 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 responsibility of the building designer. 411"/ 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at DES. BY: BS2'o.c.and at 10'o.c.respectively unless braced throughout their length by AIS is the responsibility of the erector.Additional permanent bracing of continuous sheathingsuch as ) plywood sheathing(TC)and/or drywall BC. DATE: 9/8/2014 the overall structure Is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 40 n 4SEQ. : 6052932 .No load should be applied to any component until after all bracing and 4.Installation of truss Is the responsibility of the respective contractor. OREGON TRANS I D: 407 6534(/ 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, I- �f +� design loads be applied to any component. and are for"dry condition"of use. 6 '� 14Q 4± 5.CompuTrus has no control over and assumes no responsibility for the .Design assumes full bearing at all supports shown.Shim or wedge If {� fabrication,handling,shipment and installation of components. necessary. 414? �'i R t` �,+ 7.Design assumes adequate drainage Is provided. 4. 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 11111111111111111111011111 III Ell' TPVWTCA In SCSI,copies of which will be furnished upon request. lines coincidewith joint center lines 9.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-1988(MiTek) EXPIRES;12/31/2015 10111111 IIAIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 49'- 0.0" 1,1) ' re 1.1 checked fo e rs urlift at 24 "• s.a '1. TC: 2x4 KDDF N1&BTA LOAD DURATION INCREASE = 1.15 DESIGN ASSUMES MOISTURE CONTENT DOES BC: 2x4 KDDF N1&BTR 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 <= 12'0C. UON. LL) 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF system and components and cladding criteria, Unbalanced live loads have been TOTAL LOAD = 42.0 PSF Wind: 140 mph, h=25.6ft, TCDL=4.2,BCOL=6.0, ASCE 7-10, considered for this design. (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), LL = 25 PSF Ground Snow (Pg) load duration factor=1.6, Connector plate prefix designators: Truss designed for wind loads C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL in the plane of the truss only. M,M2oHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 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 complete specifications. 24-06 24-06 12-03-10 12-02-06 12-02-06 12-03-10 12 HM-4x4 12 /— 6.25 2 Q 6,25 o M-3x5(5) M-3x5(5) O M 0 1 ' t O 0 o M-3x5(S) M-3x5(S) o M-3x4 M-3x4 y 16-06-01 15-11-13 16-06-01 y y 49-00 AA JOB NAME : POLYGON 4-A NH - B GE2 5 � 1p7��Y ,t0 RR ore, Scale: 0.1697 4,3'1' `` 181 l ��2 WARNINGS: GENERAL NOTES,unless otherwise noted: f(�� 7cc--' 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 Q' .9 4 P C. is- T r u s s: 6 GE2 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 r/ DES. BY: BS Is the responsibility of the erector.Additionalpermanent bracingof 2'o.c.and at 10'o.c.respectively unless braced throughout their length by �,K�, „ Po ty continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). �. DATE: 9/8/2014 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 W SEQ. : 6052933 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, L. Al �� design loads be applied to any component. and are for"dry condition"of use. Q -7 r 1 4 4• -'1 TRANS I D: 407 653 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 �Q fabrication,handling,shipment and installation of components. necessary. b FF tt 1Y P 8.Plates assumes coed ne ctiv provided.on faces of truss,and placed so their center I IIIIII VIII VIII VIII VIII VIII VIII IIII IIIITPI/WfCA in BCSI,copies of which will be furnished upon request. 9.lines coincide with joint center lines. MiTek USA,InC./CompuTfus Software 7.6.6(1 L)-E Digits Indicate size of plate In inches. 10.For basic connector plate design values see ESR-1311,ESR-1988(MITek) EXPIRES:12/31/2015 1111 IIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC , LUMBER SPECIFICATIONS TRUSS SPAN 49'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 1- 2=(-7370) 2980 1-12=(-2604) 6818 1- 2=(-7370) 2980 16- 8=(-565) 347 BC: 2x4 KDDF #1&BTR SPACED 24.0" 0.C. 2- 3=(-7391) 2850 12.13=(-1507) 4496 2-12=( 0) 267 8-17=(-165) 479 WEBS: 2x4 KDDF STAND; 3- 4=(-3150) 1382 13-14=( -878) 2897 12- 3=(-1416) 4033 17- 9=(-243) 294 2x4 KDDF #1&BTR A LOADING 4- 5=(-2722) 1283 14.15=( -662) 2480 3-13=(-2068) 825 LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-2242) 1190 15.16=( -721) 2422 13- 4=( -128) 434 TC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD = 10,0 PSF 6- 7=(-2255) 1174 16-17=( -931) 2806 4-14=( -669) 362 BC LATERAL SUPPORT <= 12'OC. UON. TOTAL LOAD = 42.0 PSF 7- 8=(-2952) 1323 17-10=(-1159) 3162 14- 5=( -218) 730 8- 9=(-3546) 1468 5.15=( -984) 545 OVERHANGS: 0.0" 12,0" LL = 25 PSF Ground Snow (Pg) 9-10=(-3714) 1458 15- 6=( -814) 1745 ** For hanger specs. - See approved ions 10.11=( 0) 52 15- 7=(-1015) 553 9 P pP P BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 7-16=( -203) 805 Connector plate prefix designators; LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA M,M20HS,M18HS,M16 = MiTek MT series LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0' -323/ 2058V -301/ 295H 5.50' 3.29 KDDF ( 625) 49'- 0.0" -368/ 2175V 0/ OH 5.50" 3.48 KDDF ( 625) ;COND. 2: Design checked for net(-5 psfl uplift at 24 "oc spacing,I VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = 0.452" @ 13'- 4.0" Allowed = 2.404" MAX TL CREEP DEFL = -0.865" @ 13'- 4.0" Allowed = 3.206" MAX LL DEFL = -0.002" @ 50'- 0.0" Allowed = 0.100" MAX TL CREEP DEFL = -0.003" @ 50'- 0.0" Allowed = 0.133" MAX HORIZ. LL DEFL = 0.253" @ 48'- 6.5' 24-06 24-06 MAX HORIZ. TL DEFL = 0.414" @ 48'- 6.5" "( T DESIGN ASSUMES MOISTURE CONTENT DOES 4-10-09 4-02-12 4-06-04 5-06-02 5-04-06 6-01-04 5-11-08 5-11-08 6-05-12 NOT EXCEED 19%AT TIME OF MANUFACTURE. 1/ T f f f f f f f Design conforms to main windforce-resisting 12 M 4X6 12 system and components and cladding criteria. 6.25 Q 6.25 4.0" Wind: 140 mph, h=25.6ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), 6 'f load duration factor=1.6, "� Truss designed for wind loads M-3X4 3.•14. % . in the plane of the truss only. s M 3x4 M-5x6(S) U, M-6x10(S) M-3x4 o a 0.25" 0 0.25" �* 3• + M-3x8 gM-1.5x3 M-1.5x3 , M M 5x1612 AIIIIIIIIIIIh'. M �o/- o **,.- ball ✓% =M-10x10 1a 15 n t o C. MSHS-9x18 M-3x4 M-3x8 0.251 M-3x4 M-3x8 0 - 1 3.50 3.501 M-5x8(S) 12 12 y y y y i' )' y y , 6-10-12 6-05-04 5-06-02 5-07-14 8-01-01 7-11-05 8-05-09 , , ,, y , 6-10-12 6-05-04 35-08 1y0y0 49-00 1-00 .,0 pRopt JOB NAME : POLYGON 4-A NH - BV �,� IN si Scale: 0.1172 4;51, 4,, If ",5, / ' k, WARNINGS: GENERAL NOTES,unless otherwise noted: �, ^� ���fff p 17 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 ®I FE 1,,. Truss: BV and Warnings before construction commences. building component.Applicability of design parameters and proper 2.204 compression web bradng must be installed where shown+. Incorporation of component is the responsibilty of the building Alleif• 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at DES. BY• BS2'o.c.and at 10'o.c.respectively unless braced throughout their length by +I�r Is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). ^'"" Im!' DATE: 9/8/2014 the overall structure is the responsibility of the building designer. 3.20 Impact bridging or lateral bradng required where shown++ fr C 4.No load should be appAed to any component until after all bracing and 4.Installation of truss Is the responsibility of the respective contractor. 7A_OREGON ,, <l/ SEcorrosive environment, 4. "�� \ A. TRANS I D: 407653 design loads be applied to any component. 5.CompuTrus has no control over and assumes no responsibility for the and are for"dry condition"of use. 14 �;. tty�"' 6.Design assumes full bearing at all supports shown.Shim or wedge If 1, fabrication,handling,shipment and installation of components. necessary. MSRPM, y 7.Design assumes adequate drainage is provided. C4 6.This design Is furnished subject to the Arctations set forth by 8.Plates shall be located on both faces of truss,and placed so their center III II VIII VIII I I I VIII VIII III IIII IIII TPI/WTCA in BCSI,copies of which will be furnished upon request. it Indicate with Joint ate In nche. 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-1888(MITek) EXP(R ES:12/31/2015 (IIII IIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 3.2" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 1.2=( -6) 146 6-7=(-179) 173 6-2=(-456) 184 BC: 2x4 KOOF #1&BTR SPACED 24.0" O.C. 2.3=(-239) 126 7.8=( -22) 32 2-7=( -49) 146 WEBS: 2x4 KDDF STAND 3-4=(-239) 126 7-3=( -30) 120 LOADING 4.5=( -6) 146 7-4=( -49) 146 IC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 4.8=(-456) 184 BC LATERAL SUPPORT <= 12"0C. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORZ BOG REQUIRED BRG AREA OVERHANGS: 12.0' 12.0' LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LL = 25 PSF Ground Snow (Pg) 0'- 0.0" -71/ 487V -188/ 188H 5.50" 0.78 KDDF ( 625) Connector plate prefix designators: 7'- 3.2" -71/ 487V 0/ OH 5.50" 0.78 KDDF ( 625) C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL M,M2OHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. ICOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spaclncT.1 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 = -0.001" 0 -1'- 0.0" Allowed = 0.100" MAX TL CREEP DEFL = -0.002" @ -1'- 0.0" Allowed = 0.133" 3-07-10 3-07-10 MAX LL DEFL = -0.001" @ 8'- 3.2" Allowed = 0.100" MAX TL CREEP DEFL = -0.002" 0 8'- 3.2" Allowed = 0,133" MAX IC PANEL LL DEFL = -0.047" @ 1'- 10.9" Allowed = 0.317" 12 12 MAX TC PANEL TL DEFL = 0.096" @ 5'- 2.9" Allowed = 0.476" M-4x6 14.00 V- \14.00 MAX HORIZ. LL DEFL = -0.001" @ 7'- 1.5" 3 4"0" MAX HORIZ. TL DEFL = -0.001" @ 7'- 1.5" AK 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=21.8ft, 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 o in the plane of the truss only. co 0 M-3x4 411M-3x4 .4. . 116 cr 0 0 L 0 c 1 I Giw I T 6o"="1 7 =.8 M-1.5x3 M-3x8 M-1.5x3 y y y 3-07-10 3-07-10 1, ), 1, ) 1-00 7-03-04 1-00 ,tORROPF JOB NAME : POLYGON 4-A NH - Cl Scale: 0.4001 <0 ,.441 .,'`y(y[}/1N ss 4, 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 =_92.•P E 1`- Truss: C 1 I and Warnings before construction commences. building component.Applicability of design parameters end proper 2.2x4 compression web bredng must be installed where shown+. Incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stabirty during construction .Design assumes the top and bottom chords to be laterally braced at r 2'o.c.and at 10'en.respectively unless braced throughout their lenggth by ,/' A�'"" DES. BY: BS is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywali(BC). 1 DATE: 9/8/2014 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. -'7 v ,� SEQ. : 6052935 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, L! �,.r ONS 2' design loads be applied to any component. and are for"dry condition"of use. Q '7 14 r- le TRANS I D: 407653 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 A` fabrication,handling,shipment and installation of components. necessary. '1'Jfy R t i t 9 P P 7.Designlaesassumes adequate ne dthifac a is truss,a R 11.4» 6.This design Is furnished subject to the Gmitatlons set forth by 8.Plates shall be located on both faces of truss,and placed so their center 1111111111111111111111 TPINVTCA In SCSI,copies of which will be furnished upon request. Digit coincidewith Joint acenter Ones. " 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 1111 This design prepared from computer input by , PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 3.2" ICOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.I TC: 2x4 KDDF 61&BTR LOAD DURATION INCREASE = 1.15 DESIGN ASSUMES MOISTURE CONTENT DOES BC: 2x4 KDDF p1&BTR SPACED 24.0" O.C. NOT EXCEED 19%AT TIME OF MANUFACTURE. TC LATERAL SUPPORT <= 12"0C. UON. LOADING Design conforms to main win dforce•resisting BC LATERAL SUPPORT <= 12"OC. EON. 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 p Wind: 140 mph, h=21.8ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, considered for this design. LL = 25 PSF Ground Snow (Pg) (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), Connector plate prefix designators: load duration factor=1.6, C,CN,C18,CN18 (or no prefix) = CompuTrus, IncTruss designed for wind loads M,M2OHS,M18HS,M16 = MiTek MT series RIMIIRD STORAGE DOES NOT APPLY CUE 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 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 complete specifications. 3-07-10 3-07-10 '1 T 1' 12 12 DESIGN ASSUMES SHEATHING ATTACHED TO ONE FACE. TIM-4x4 /- 14.00 7 2 N 14.00 A\ El 0 co 0 v v 0 0 V) u7 0 0 r 1 1111111111111 ..— AU 4 5 J'' y y )' 1-00 7-03-04 1-00 JOB NAME : POLYGON 4-A NH - C1 GEScale: 0.4473 ‹., INE `r�4 WARNINGS: GENERAL NOTES,unless otherwise noted: l" �I v .92 PE = 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: Cl GE 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 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 is the res nsibiN of the erector.Additionalpermanent bracingof 2'o.c.and at 10'o.c.respectively unless braced throughout their length DES. BY: BSne ty e (g by w,,.+r . . Po tY 2x ps sheathinggr such as bracing equired wherCsand/ordrywall(SC). DATE: 9/8/2014 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. OREGON +y SEQ. : 6052936 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, F. -.7A �,D` �. design loads be applied to any component. and are for"dry condition"of use. 1 4 2.°. "t- TRANS I D: 407653 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 �`'p �� fabrication,handling,shipment and Installation of components. nesessary. ^"PRO, y 4 7.Plates assumes adequate ne dthiface Is ptruss,a. C b 6.This design Is furnished subject to the limitations set forth by a.Plates shall be located on both faces of truss,and placed so their center 11111111111111111111111 TPI/WTCA In BCSI,copies of which will be furnished upon request. git coincidentwith JointaIn che. 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-1996(MiTek) EXPIRES:12/31/2015 11111011 This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 7.5" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TO: 2x4 KDDF #16BTR LOAD DURATION INCREASE = 1.15 1.2=) 0) 86 6.7=(-321) 387 2.6=(-180) 238 BC: 2x4 KDDF #16BTR SPACED 24.0" O.C. 2-3=( -83) 157 6.3=(-579) 555 WEBS: 2x4 KDDF STAND; 3.4=(-376) 415 3-7=(-358) 345 2x4 KDDF #16BTR A LOADING 4.5=( -20) 9 7-4=(-387) 349 LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF TC LATERAL SUPPORT <= 12"OC. 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 SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" LL = 25 PSF Ground Snow (Pg) 0'- 0.0" -54/ 439V -256/ 393H 5.50" 0.70 KDDF ( 625) 7'- 7.5" -278/ 450V 0/ OH 5.50" 0.72 KDDF ( 625) M-1.5x4 or equal at non-structural LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL vertical members (uon). REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. ICOND. 2: Design checked for net(-5 psfl uplift at 24 "oc spacing.) Connector plate prefix designators: BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL = -0.001" @ -1'- 0.0" Allowed = 0.100" M,M2OHS,M18HS,M16 = MiTek MT series MAX TL CREEP DEFL = -0.002" @ -1'- 0.0" Allowed = 0.133" 3-07-09 3-08-03 0-03-12 MAX BC PANEL LL DEFL = -0.080" @ 3'- 8.8" Allowed = 0.326" 1 '1' T'1' + Laterally brace to roof diaphragm. MAX BC PANEL TL DEFL = -0.199" @ 3'- 8.8" Allowed = 0.435" M-1.5x3 5 Refer to Com uTrus standard MAX HORIZ. LL DEFL = 0.003" @ 7'- 2.0" P MAX HORIZ. TL DEFL = 0.003" @ 7'- 2.0" gable end detail for complete M-3X5 specifications. DESIGN ASSUMES MOISTURE CONTENT DOES y NOT EXCEED 19t AT TIME OF MANUFACTURE. 12 99 Design conforms to main windforce-resisting 14.007 system and components and cladding criteria. M 1.5X4 Wind: 140 mph h=24.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), Iload duration factor=l.6, Truss designed for wind loads M-3x5 in the plane of the truss only. M-3x4 Truss designed for 4x2 outlookers. 2x4 let-ins of the same size and grade as structural top 9� chord. Insure tight fit at each end of let-in. Outlookers must be cut with care and are �c11111 ,r o permissible at inlet board areas only. A M-1.5x3 il v� 0 00 0 1 -A-- 6" 7 M-3x4 M-3x4 )' ,l y 1-00 7-07-08 hOPROe JOB NAME : POLYGON 4-A NH - C2 Scale: 0.2938 \�� (N ss d � ii WARNINGS: GENERAL NOTES,unless otherwise noted: C. pp pE r17. 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 .J .f [.. Truss: C2 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 responsibi9ty 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: BS 2'o.c.and at 10'c.c.respectively unless braced throughout their length by OAP' is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywal�BC). DATE: 9/8/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ QREGON j', 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 4/' SEQ. : 6052937 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, �7�i ��� design loads be applied to any component. and are for"dry condition"of use. /r _7$. �. rt, �' .. TRANS I D: 407 653 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 d necessary. / C"� I y fabrication,handling,shipment and installation of components. 7. necessary. gnss assumes adequate drainage Is provided. is 1.-t� 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 IIIIII IIII VIII IIII(IIII(IIII I I III IIII TPI WTCA in SCSI,copies of which will be furnished upon request. lines coincidencwith joint center lines. . 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 11411 This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 7.5" IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF 81&BTR LOAD DURATION INCREASE = 1.15 1.2=( 0) 86 6.7=(-321) 387 2-6=(-180) 238 BC: 2x4 KDDF 41&BTR SPACED 24.0" O.C. 2-3=( -83) 157 6.3=(-579) 555 WEBS: 2x4 KDDF STAND; 3-4=(-376) 415 3-7=(-358) 345 2x4 KDDF 41&BTR A LOADING 4-5=( -20) 9 7-4=(-387) 349 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 BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" LL = 25 PSF Ground Snow (Pg) 0'- 0.0" -54/ 439V -256/ 393H 5.50" 0.70 KDDF ( 625) Connector plate prefix designators: 7'- 7.5" -278/ 450V 0/ OH 5.50" 0.72 KDDF ( 625) P 9 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL C,CN,C18,C 18 (or no prefix) = CompuTrus, Inc REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. M,M2OHS,M18HS,M16 = MiTek MT series ICOND. 2; Design checked for nett-5 gsfl 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 = -0.001" @ -1'- 0.0" Allowed = 0.100° 3 07-09 ? 3-08-03 0 12 MAX TL CREEP DEFL = -0.002" @ -1'- 0.0" Allowed = 0.133° MAX BC PANEL LL DEFL = -0.080" @ 3'- 8.8" Allowed = 0.326" 1 MAX BC PANEL TL DEFL = -0.199" @ 3'- 8.8" Allowed = 0.435" 12 M-1.5x3 5 -/ MAX HORIZ. LL DEFL = 0.003" @ 7'- 2.0' 14.0017 MAX HORIZ. TL DEFL = 0.003" @ 7'- 2.0" 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=24,2ft, 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 3 .0- 4" A: : 0 M-1.5x3 0 0 M-3x4 M-3x4 ), 1 ), 1-00 7-07-08 4t 0 P R of JOB NAME : POLYGON 4-A NH - C3 c� INq� -/ Scale: 0.3002 t5if 7` Q? WARNINGS: GENERAL NOTES,unless otherwise noted: p�y p7' "S'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 Ti 7 ®I-E Truss: C3 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.204 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: BS 2'o.c.and at 10'o.c.respectively unless braced throughout their length by cf, A� is the responsibility of the erector.Additional permanent bracing of continuous sheathingsuch as �B ) DATE: 9/8/2014 responsibilitybuilding designer. Impactbridging bracing where s shownor drywall C. ir the overall structure is the res onsibili of the 3.2x brid i or lateral brsdn required where ++ n 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. "fJ OREGON j4,0 SEQ. : 6052938G y design loads be applied to any component. and are for"dry condition"of use. 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, 6.Design assumes full bearing at all supports shown.Shim or wedge if fS✓!t }� Q • TRANS I D: 407653 1 4 2' �5.CompuTrus has no control over and assumes no responsibility for the fabrication,handling,shipment and installation of components. necessary. ii RIO- y l 6.This design is furnished subject to the limitations set forth by7.Designlaesassumes adequate onne dthifac a Is truss,a 4.t» IIIIII I IIII II I III VIII VIII III IIII 9 1 8.Plates shall be located both faces of truss,end placed so their center TPINYiCA in BCSI,copies of which will be furnished upon request. Tines coincide with Joint center lines. 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(Wok) EXPIRES;12/31/2015