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Plans (4) ticT,Z.v!S— O o�1y / < U �w eef.l-GL teci i _ 22 0-0• I- S - m w' a 1— w 8w`�1, O o d a Z 'r o W IR2.iC4> U V ui .m _- V U w W�> H zz Ce [uo 0W to 1 S a U,_ CD w w Oi z Z O D to H O O ¢I- I- cc Cr) LC) N O =wooz 0 W O O U c.L o " v v CC z o W • s`o- 6.5:12 E ❑ g 2ao m 0 • i iii 1 i l l . • • RECEIVED 6.26112 4 NOV 122015 6.2912 t CITY OF TICARD BUILDING DIVISION 6. .� o , > , , , , � m C43 � —i ./4---- m / /m 3 y —F 6;:t2 ; 12 ., / • (14. 2 pi• Y'; ,1 ee (( jT-71/2• ' .Y ('. .. ' .r f•, .;4•al..t�l . \ I - • AGE_d M CONFORMS TO DESIGN CONCEPT ./ .. Kai_ Q I <Willa 1 1 4 , CONFORMS TO DESIGN CONCEPT WITH : REVISIONS NOTED J C1 ' \ Ei NON-CONFORMING-REVISE&RESUBMIT V-4'PLATE -HRS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIRE CONCEPT ONLY AND DOES NOT R JElE THE DIFFERANCEqq FAB/CATOR:VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN TV 1/4• DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALC WHICH HAVE I I II�M PRIORITY OVER THIS SHOP DRAWING 1'-5 1(2' By David R Burnett Date 10/6/14 MILBRANDT ARCHITECTS ®Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 09/08!14 T USSCALCENT OULATIONSEANo • ENGINEERED STRUCTURAL f/ PROJECT TITLE: REVISION-1: DRAWINGSNER/EFOR ALLER FURTHER Pam' limber 4-A NH KD INFORMATION.BUILDING DESONSIBLE FOR OF RECORD PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING I DESIGNER/ENGINEER OF RECORD TO + TRUSS 4-A NH / A CHECKED BY: REVIEW W ANDAND APPROVE of ALL COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 1/8"= 1' Ali designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. .i i 270 = ,-= r. = m o1WWw� LU w FE z LU w ¢ z6 ✓ v w - o1 a U z z o y o y o O WYE Z ✓ V 5/ µo J o H T \ j z zz se 5/o DV C7 C'� N y<m'-s Cr ill in O Z w w x z M 0 to 1--1 O O Q ' c" c ' cn to in Ow =`=oma'" S W m m = z c,� ai 5/ ,• cc ce O O z o CD O V i'z o. 1-4 1._ U_ In 4h 5/2 d •• z z j z >:� ¢ C7 O O O I- - o z LI- LU -..-- • ®❑ ❑ , tea. m U 1 9.5:12 1 I 1 I QX CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED I i 3 3 3 0 NON-CONFORMING—REVISE&RESUBMIT 3 3 3 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABWATORN1ENJOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN • DRAWINGS,SPECIFICATLC.NT,AND A^PLICABLE CDEES,ALL OF WrHCH HAVE 626/12 PRIORITY OVER THIS SHOP DRAWING. • By David R Burnett Date 10/6/14 4 • MILBRANDT ARCHITECTS ! i i i •3 6.25/12LO C I � 3 . I 5: loo zi. 3 3 ie • :42 , 4 , t.-, , . .4 • . .T 7, -2H 2$ i — 4 C3: ..114= 'r'j, a( ( : r ) P V v. - AGE c2 Cl_. '14:12r W-4 PLATE Cl GE DIFFERANCE 7'3114 I '1 1'151{2" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 09/08/14 PLACEMENT ULATIONSAAND ENGINEERED STRUCTURAL PROJECT TITLE REVISION-1: DRAWINGS FOR ALL FURTHER Paelill. INFORMATION BUILDING 4-A NH KD DE PONSIBLE F RAL OF RECORD RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 4-A NH / A CHECKED BY: DEREVI WEERF ECOOLRDi TO OC OM PA N Y DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. & TRUS411Mber 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. - v 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. 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 TPINVTCA 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,vaiues see ESR-1311, ESR-1988(MTek). w ��py to c� ' o �t,t s I E.r bot. y 'c�ftST4� j°A. J 01'� ----' � lONAt.. ". ia/4 £i "111. t >;!�tl 3t'115 gIIIIIIIIII 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 k18BTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=( 0) 86 2- 8=(.712) 3076 2- 3=(-5662) 1266 BC: 2x8 KDDF fl18BTR 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) 378 256 KDDF #2 A LL = 25 PSF Ground Snow (Pg) 4- 5=(-3698) 932 10- 6=)-628) 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 LL543. )+DL389.8 = 933.5 PLF 0'- 0.0' TO 12'- 11.0' V 6- 7=( 0) 86 5-10=( -580) 2678 BC LATERAL SUPPORT <= 12'OC. UON. 5. 6=(-5662) 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 BAG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) Connector plate prefix designators: BOTTOM CHORD CHECKED FOR IUPSF 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. ICOND. 2: Design checked for net(-5 of) uplift at 24 'oc spacing.] 1,. Join together 2 ply with 3'x.131 DIA GUN M nails staggered at: VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 9' oc in 1 row(s) throughout 254 top chords, MAX LL °EFL = -0.001' @ -1'- 0.0' Allowed = 0.100' ` „ , 5' oc in 2 row(s) throughout 258 bottom chords, MAX TL CREEP DEFL = -0.001' @ -1'- 0.0' Allowed = 0.133' �/M�/ 9' oc in 2 rows throughout 256 webs, MAX LL DEFL = -0.025' @ 6'- 5.5' Allowed = 0.600' 9' oc in 1 row(s) throughout 254 webs. MAX TL CREEP OEFL = -0.050' @ 6'- 5.5' Allowed = 0.800' 6-05-08 6-05-08 MAX LL OEFL = -0.001' @ 13'- 11.0' Allowed = 0.100' MAX TL CREEP OEFL = -0.001' @ 13'- 11.0' Allowed = 0.133' f ,r3-03-02 3-02-06 3-00-10 3-04-14 MAX HORIZ. LL DEFL = 0.007' @ 12'- 5.5' '( T f T f MAX HORIZ. TL DEFL = 0.011' @ 12'- 5.5' • 12 M-4x6 12 DESIGN ASSUMES MOISTURE CONTENT DOES 14.007 \14.00 NOT EXCEED 19%AT TIME OF MANUFACTURE. 4 4.0 Design conforms to main windforce-resisting Asystem and components and cladding criteria. Wind: 140 mph, h=23.3ft, TCDL=4.2,BCDL=6.0, ASCE 7.101 ,11 (All Heights), Enclosed, Cat,2, Exp,B, MWFRS(D1r), load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. M-4x12 M-4x12 N.- �, ` 0 4� �`� m M-1.5x3 M-1.5x3 11 ii, s iii DI LW 0 EN 70 in j. ZI iinA1111111.111111111 -A- 1 2 M-12x14 M-3x10 =M-10x10 M-3x10 M-12x14 6 T ) .) i )- .1- 3-03-02 3-02-06 3-02-06 3-03-02 ), ), J, )- 1.00 12-11 1-00 JOB NAME : POLYGON 4-A N H - AG -<<,1' N Oq�,��0, Scale: 0.2499 \� "7/g//7' O' WARNINGS: GENERAL NOTES,unless otherwise noted: t / p7' 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 921 Of E Truss: AG and Warnings before construction commences. bullding component.Applicability of design parameters and proper • 2.2x4 compression web bredng must be installed where shown 0. incorporation of component is the responsibility of the building designer. r 3.Additional temporary bracing to Insure stabltty 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 .4600011P" is the responsibility of the erector.Additional permanent bredng of • _�! continuous sheathing such as plywood sheathing(TC)and/or drywalC). DATE• 9/8/2014 the overall structure Is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown+* Q - 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. 3! AA__OREGON tx SEQ. : 6052929 fasteners are complete and at no erne should any loads greater than 5.Design assumes trusses are to be used in a non-corrosive environment L� "%� ON �{k design loads be applied to any component and are for-dry condition-of use. ' I,-14, 2 P-!' TRANS I D: 407 653 5.CompuTrus has no control over end assumes no responsibility for the 6.Design assumes old bearing at all supports shown.Shim or wedge It0 fabrication,handl) necessary. �`n R 11�� handling,shipment and installation of components. 7.Design assumes adequate drainage Is provided. 6.This design is furnished subject to the fnitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center III I II 1101111111 II I ILII I 11111 TPIMlTCA in SCSI,copies of which will furnished upon request git coincidentwith jointaIn Ones. yly' 9.Digits Indicate slza of plate In Inches. MiTek USA,InC./CompuTrus Software 7.6.6(1L)-E 10.For basic connestar plate desigr.,velues see ESR-1311.ESR-1988(MiTek) EXPIRES:12/3112015 1 I IIII I II III ,, This design prepared from computer input by PACIFIC LUMBER-BC 3 t., P I. r LUMBER SPECIFICATIONS TRUSS SPAN 49'- 0.0' IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF N18BTR LOAD DURATION INCREASE = 1.15 1- 2=) 0) 52 2.12=)"1145) 3412 3.12=) -243) 295 BC: 2x4 KDOF H18BTR SPACED 24.0' O.C. 2- 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'OC. UON. LL( 25,0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-2278) 1172 15-16=) -924) 2817 5-14=(-1009) 554 BC LATERAL SUPPORT <= 12'OC. 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 LL = 25 PSF Ground Snow (Pg) 9-10=(-3744) 1459 15- 8=( -569) 346 Connector plate prefix designators: 10-11=( 0) 52 8-16=( -161) 481 C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 16- 9=( -243) 295 M,M2OHS,M18HS,M16 = MiTek MT series 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 BAG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SO.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 KDOF ( 625) )COND. 2: Design checked for net(-5 Psi') 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' DOES 6-05-12 5-11-08 5-11-08 6-01-04 6-01-04 5-11-08 5-11-08 6-05-12 NOTIGN EXCEEDU19%%ATITIMEE FONTENT MANUFACTURE. 12 12 Design conforms to main windforce•resisting 6.25 M-4x6 Q 6.25 system and components and cladding criteria. 4.0" Wind: 140 mph, h=25.6ft, TCDL=4.2,BCDL=6,0, ASCE 7-10, 6 „N (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), 114‘, load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. M-3x4 M-3x4 M-5x6(S) 5 M-5x6(S) 1.0 3 0.2 " 0.25" 0 co M-1.5x3 M-1.5x3 o \ I - o - o 1/,^ 12 Rn. 3'' 14 T 1p 16 _.� 11 0 o M-3x8 M-3x4 0.25" M-3x8 0.25' M-3x4 M-3x8 0 y y M-5 y y( S) M-5x8(S) (S) y y k L 8-06-03 7-11-15 7-11-15 7-11-15 7-11-15 8-06-03 y y 1-00 49-00 1-00 ��t,b PROP6-0 JOB NAME : POLYGON 4-A NH - B1 Scale: 0.1287 \�� (" on WARNINGS: GENERAL NOTES,unless otherwise noted: t.kr nVri�1 J '9 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 =��P E r Truss: 61 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.204 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 stadoty during construction 2.Design assumes the top and bottom chords to be laterally braced at DES. BY: BS is the responsibility of the erector.Additional permanent bracing of T o.c.and at 10'o.c.respectively unless braced throughout their length by ,...4#M144.0,- continuous ,-0 - �-� continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). a Ct. 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 4J 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. h As SEQ. : 605293 0 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, 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. �O. . TRANS I D: 407 65314 24 Q` �-- 6.Design assumes full bearing at all supports shown.Shim or wedge if necessary. fabrication,handling,shipment and Installation of components. 7.Design assumes adequate drainage is provided. M •rl A V V 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 111101 I 111 I I 111 I II 110 II 11111 TPIANTCA in BCSI,copies o1 which will be furnished upon request. lines coincide with Joint center Anes. B.Digits Indicate size of plate In Inches. 11 MiTek USA,lnc./COf11pulrus Software 7.6.6)1 L)-E 10.For basic connector plate design values sae ESR-1311.ESR-t96a(MITek) EXPIRES:12/31/2015 IIIIIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 49'. 0,0" 'COND. 2: Design checked for net(-5 psfl uplift at 24 "Sc spacing, TC: 2x4 KDDF N18BTR LOAD DURATION INCREASE . 1.15 DESIGN ASSUMES MOISTURE CONTENT DOES BC: 2x4 KDDF p18BTR SPACED 24.0" O.C. NOT EXCEED 19%AT TIME OF MANUFACTURE. IC LATERAL SUPPORT <0 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 m h, h=25.6ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, considered for this design. P 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,CI8,CN18 (or no prefix) = CompuTrus, Inc012 APPLY DUE THE SPATIAL Truss designed for wind loads REQUIREMENTS OF IBC 2012 AND IRC 2012 M,M2OHS,M18HS,M16 = MiTek MT series RISTORAGE DBCS2 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 complete specifications. 24-06 24-06 12-03-10 12-02-06 12-02-06 12-03-10 12 TIM-4x4 12 6.25 3 Q 6.25 Ass o M-3x5(S) M-3x5(5) o .. C,) mo c.,-) o M-3x4 M-3x5(S) M-3x5(S) M-3x4 0 J• J, J, y J, y 16-06-01 15-11-13 16-06-01 y y 1-00 49-00 ! M III IIIIIIIIr r. This design prepared from computer input by PACIFIC LUMBER-BC 3 LUMBER SPECIFICATIONS TRUSS SPAN 12'• 11.0' ICOND. 2: Design checked for netl•5 psf) 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 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=23.3ft, 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 designed for wind loads C,CN,C18,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 INC 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 6-05-08 6-05 08 complete specifications. '' 1' '' DESIGN ASSUMES SHEATHING ATTACHED TO ONE FACE. 12IIM-4x4 \12 /— 14.00/ 2 \14.00 40 0 0 OD A —/ 0 /,1, 1\ o J- y y y 1-00 12-11 1-00 JOB NAME : POLYGON 4-A NH - A GE ������� PN�cdd���ssW Scale: 0.3258 �'\ 'i /13//r �� WARNINGS: GENERAL NOTES,unless otherwise noted: // 77,, 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 9Q P E 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. Ade, 3.Additional temporary bracing to insure stability during construction 2.Design assumes the lop and bottom chords to be laterally braced at ` DES. BY: BS 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 / r� +'" 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 bracing required where shown.. 4.No load should be appeed to any component until after all bracing end 4.Installation of truss Is the responsibility of the respective contractor. 7 A_OREGON 4, SEQ. : 6052 932 fasteners are complete end at no time should any loads greater than 5.Design assumes trusses are to be used In a non-corrosive environment. L� '�l�y O��` `� design loads be applied to any component. and are for"dry condition"iof use. • Q 1 4 2 A� TRANS I D: 407653 5.CompuTrus has no control over and assumes no responsibility for the B.Design assumes full bearing at all supports shown.Shim or wedge if e necessary. 4/ 1:111..\- 6. labdcetion,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. 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 III I I I 1111111111111111 II I 01111 TPIANTCA In BCSI,copies of which will be furnished upon request. lines coincidewith joint center Ones. 9.Digits indicate size of plate in inches. MiTek USA,Int../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 11 I IIIIIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 49'- 0.0' 'COND. 2: Design checked for net(-5 nsf) uplift at 24 'oc spacing.' TC: 2x4 KDDF H1&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. IC 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=25.6ft, 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 series 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. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 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 -1 - 1' 1' 1' 12 HM-4x4 12 6.25 2 Q 6.25 o M-3x5(S) . M-3x5(S) o co CO Cl 0 1 I o /- 72," -- - -- -- rti - -- cr - - - 4 Zo o M-3x4 M•3x5(S) M-3x5(S) M-3x4 0 y y y y 16-06-01 15-11-13 16-06-01 y y y 49-00 •JOB NAME : POLYGON 4-A N H - B G E 2 ���°o PN oF�ss� Scale: 0.1697 �\� '. g!! °'L WARNINGS: GENERAL NOTES,unless otherwise noted: ��J '7 - r 1.Bulkier and erection contractor should be advised of en General Notes 1.This design is based only upon the parameters shown and is for an Individual ^72 t 0 PE Truss: B GE 2 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: BS2'o.c.and at 10'o.c.respectNey unless braced throughout their length by L� is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall�C). •� ` DATE: 9/8/2014 the overall structure Is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ Q 4.No load should be applied to any component until after ell bracing and 4.Installation of truss is the responsibility of the respective contractor. 7. -A_OREGON 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 - b '4. TRANS ID: 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"aring at all supports shown.Shim or wedge If of use. E Design assumes full benecessary. ' <O 14 ,V `A-�- - fabrication,handling,shipment and installation of components. necessary. . 7.Design assumes adequate drainage Is provided. C:PRO- 6. R"„46.This design Is furnished subject to the Initahons set forth by 8.Plates shell be located on both faces of truss,and placed so their center 111101111111111111111 TPIIWTCA In BCSI,copiespof which will be furnished upon request. Digit coincideintwith Joint ate in Inches. r , ' 9.Digits indicate size of plate in Inches. MITek USA,joc./Cert' UTrus Software 7.6.6(1 L)-E 10.For basic conne.or plate design values see ESR-1311,ESR-1988(MiTek) EXPIRES:12/31/2015 a 11 IIIIIIIII 4, 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 #188TR LOAD DURATION INCREASE = 1.15 1. 20)-7370) 2980 1-12v(-2604) 6818 1- 2=(-7370) 2980 16. 8=)•565) 347 BC: 2x4 KDDF #18BTR SPACED 24.0' O.C. 2- 30)-7391) 2850 12-130(-1507) 4496 2.12=( 0) 267 8-17=(-165) 479 WEBS: 2x4 HOOF STAND; 3- 4=)-3150) 1382 13.14=( -878) 2897 12- 30(.1416) 4033 17- 9=1-243) 294 2x4 KDDF #18BTR 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=1 -128) 434 TC LATERAL SUPPORT <= 12.00. 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- 90(-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 10-110( 0) 52 15- 7=(•1015) 553 .. For hanger specs. - See approved plans BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 7.16=( -203) 805 Connector plate prefix desi nators: LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. C,CN,CI8,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,M2OHS,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) ICOND, 2: Design checked for net(-5 osf) uplift at 24 'oc spacing.) 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' 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 1996 AT TIME OF MANUFACTURE. f f f f f f f T f f Design conforms to main windforce-resisting 12 M-4x6 12 system and components and cladding criteria. 6.2517 Q 6.25 4.0" Wind: 140 mph, h=25.6ft, TCDL=4.2,BCOL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), /� 6 f load duration factor=l.6, '! Truss designed for wind loads M-3x45 in the plane of the truss only. 7M-3x4 M-5x6(S) M-6x10(S) M-3x4 0 4 0.25" 0 0.25" ..8 co M-3x8 31 9M-1.5x3 M-1.5x3 2_4/ �� co M-5x16 Aillikkh o „/ `st1 �,' .. -M-10x10 13 14 15 k 17 � 1 r 0 o MSHS-9x18 M-3x4 M-3x8 0.2P M-3x4 M-3x8 0 - 3.50 3.50 M-5x8(S) 12 12 k- y y ), y y 1, 1- , 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 1-00i- 0y0 49-00 1-00 sok el PR OFFS JOB NAME : POLYGON 4-A NH - BV , Scale: 0.1172 \ (N� s%A� WARNINGS: GENERAL NOTES,unless otherwise noted: Z.Lt "V9 1.Builder and erection contractor should be advised of as General Notes 1.This design Is based only upon the parameters shown and is for an Individual = 2•SPE r- Truss: BV 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 responsibiity of the building designer. 3.Additional temporary bracing to Insure stablGty 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 `r • Is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). �'" -111''4 Cr'DATE: 9/8/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ `r 4.No load should be appled to any component until after as bracing and 4.Installation of truss Is the responsibility of the respective contractor. ._OREGON �(/' SEQ. : 6052934 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� 21,9 y TRANS I D: 407 653 - Oda �•. design loads be applied to any component. and are for"dry condition"of use. 6.Design assumes full bearing at all supports shown.Shim or wedge if O 1 4 Z �'-k-• 5.CompuTrus has no control over and assumes no responsibility for the fabdcation,handling,shipment end Installation of components. necessary. /yr��)` 7.Design assumes adequate drainage Is provided. ` f' 6.This design is furnished subject to the Irritations set forth by 6.Plates shall be located on both faces of truss,and placed so their center II I I I VIII III I III I VIII I III IIITPIANTCA In BCSI.copies of which will be furnished upon request. lines coincide withjoint center Ines. Di 9.Digits indicate size of platete In inches. MiTekUSA,If1C./COrnpuTfuBSoftware 7.6.6(1L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) EXPIRES:12/31/2015 1111II IIII This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 3.2' IBC 2012 MAX MEMBER FORCES 4WRIDDF/Cq=1.00 TC: 2x4 KDDF N18BTR LOAD DURATION INCREASE = 1.15 1-2=( -6) 146 6.7=(-179) 173 6.2=1-456) 184 BC: 2x4 KDDF H18BTR 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 TC LATERAL SUPPORT <= 12'0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 4.8=(-456) 184 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 BAG 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 psfl 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' 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' @ 8'- 3.2' Allowed = 0.133' MAX TC 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' i DESIGN ASSUMES MOISTURE CONTENT DOES NOT EXCEED 19%AT TIME OF MANUFACTURE. Design conforms to main windforce-resisting system and components and cladding criteria, 3.1" 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=l.6, Truss designed for wind loads o in the plane of the truss only. co 0 U) M-3x4 41 M-3x4 ilit -maggilir -/ in ul 1 tc:v t t tl0=M1 z F6►"' 7 ►m6 M-1.5x3 M-3x8 M-1.5x3 y ), y 3-07-10 3-07-10 y y y /' 1-00 7-03-04 1-00 ���D pROFFS JOB NAME : POLYGON 4-A NH - Cl �� ,NE s, Scale: 0.4001 �\ ! �� WARNINGS: GENERAL NOTES,unless otherwise noted: .;.V2 /8/II;o 9 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 fP E Truss: Cl and Wamings 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. ,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: BS2'o.c.and at 10'o.c.respectively unless braced throughout their length by I "" Is the responsibility of the erector.Additional permanent bracing of continuous sheathingsuch as plywood sheathing(TC)C and/or d pp�� r � Q PYA g(r s rywall(eC). 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. 7 A_OREGON tx 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, I. -f'O 20N �A design loads be applied to any component. and are for"dry condition"of use. Q: 14 `y, 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 fabrication,handling,shipment and installation of components. necessary. /1/��,A ��0 7.Design assumes adequate drainage is provided. rl 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 MEI I I 11 11111 II I III I IN 1111011111 TPI/WTCA In BCSI,copies of which will be furnished upon request. lines coincide with joint center Ones. �IT B.Digits indicate size of plate in Inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1L)-E 10.For basicconneo:or plate designialues see ESR-1311,ESR-1888(MiTek) EXPIRES:12/31/2015 r r 11E1411 I 11 ,, • This design prepared from computer input by PACIFIC LUMBER-BC i k LUMBER SPECIFICATIONS TRUSS SPAN 7'- 3.2' COND le 'rt cie , ' ' let -5 is plift at 24 '9c spacing,! TC: 2x4 KDOF #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 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=21.8ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, considered for this design. LL = 25 PSF Ground Snow P (All duration, Enclosed, Cat,2, Exp.B, MWFRS(Dir), Connector plate prefix designators: ( 9) 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 series 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. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.AND or equal typical at stud verticals. Rater to CompuTrus gable end detail for complete specifications. 3-07-10 3-07-10 12 11M-4x4 12 DESIGN ASSUMES SHEATHING ATTACHED TO ONE FACE. 14.00 V 2 Q 14.00 ft 0 CO1///Al IMMIi\ 0 LO 7 0 0 u7 u7 O O /— /- —/ 4 5 y y y 1-00 7-03-04 1-00 JOB NAME : POLYGON 4-A NH - C1 GE 5 �,�[;PN OF�Ssi Scale: 0.4473 `• x`7/8/Ir o'* WARNINGS: GENERAL NOTES,unless otherwise noted: 7/ 7' 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 ;9�0 P E { Truss: Cl G E 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: BS is the responsibility of the erector.Additionalpermanent bracingof 2'o.c and at 10'o.c.respectively unless braced throughout their length by :i'r9, �� Po tY continuous sheathing such as plywood ing(TC)and/or drywall(BC). ry. 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 `i 4.No load should be applied to any component until after all bracing end 4. Installation of truss Is the responsibility of the respective contractor. -7 A_ b„,././ ' 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, 4- -.7 y � design loads be applied to any component. and are for"dry condition'of use. O, 1 4 '1‘' o.:1- TRANS I D: 40765 3 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes lull beating at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. necessary. Mrh R S` 7. Design assumes adequate drainage Is provided, C rl l- 6.This design is furnished subject to the limitations set forth by 8.Plates shall be located on both laces of truss,and placed so their center 111111 II II III I I I I II II I I I IIIITPIIWTCA In BCSI,copies of which will be furnished upon request. lines coincidewith joint center Anes. 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-131l,ESR-1988(MiTek) EXPIRES:12/31/2015 DM!' 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 H18BTR LOAD DURATION INCREASE = 1.15 1.2=( 0) 86 6.7=(-321) 387 2-6=(-180) 238 BC: 2x4 KDDF N18BTR 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 #18BTR 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 <= 12'0C. UON. TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SO.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) 8-1.504 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 nett-5 psfl uplift at 24 'oc spacing.] Connector plate prefix designators: BOTTOM CHORD CHECKED FOR 1OPSF 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' T T 1' + Laterally brace to roof diaphragm. MAX BC PANEL TL DEFL = -0.199' @ 3'- 8.8' Allowed = 0.435' M-1.5x35 HORIZ. LL DEFL = 0.003' @ 7'- 2.0' 5 Refer to CompuTrus standard MAX HORIZ. TL DEFL = 0.003' @ 7'- 2.0' gable end detail for complete M-3x5 specifications. DESIGN ASSUMES MOISTURE CONTENT DOES NOT EXCEED 19%AT TIME OF MANUFACTURE. 12 �f Design conforms to main windforce-resisting 14.00/ system and components and cladding criteria. M-1.5x4 Wind: 140 mph, h=24.2ft, TCOL=4.2,BCOL=6,0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, Truss designed for wind loads M-3xin 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 111111 chord. Insure tight fit at each end of let-in, Outlookers must be cut with care and are /A*4 oo permissible at inlet board areas only. A M-1.5x3 A- -4- II D ui o 1 -� 6.T 7 --v M-3x4 M-3x4 1, b y 1-00 7-07-08 ,,`0d PR Q JOB NAME : POLYGON 4-A NH - C2 Scale: 0.2938 .���f / 1 N `r4n WARNINGS: - GENERAL NOTES,unless otherwise noted: �� .' -ng// "7 1.Builder and erection contractor should be advised of all General Notes 1.This design Is based only upon the parameters shown and is loran Individual CC' ' =9G,.P E Truss: C2 and Warnings before construction commences. building component.Applicability of design parameters and proper • !/ 2.2o4 compression web bracing must be installed where shown+. Incorporation of component Is the responsibility of the building designer. 3.Additional temporary bracing to Insure stebil.ty during construction 2.Design assumes the top and bottom chords to be laterally braced et �s�., - 2'o.c.end at 10'o.c.respectively unless braced throughout their length 4� DES. BY: BS is the responsibility of the erector.Additional permanent bracing ofN g j by �r�r!... continuous sheathing such l ptywgoequred where s or drywall C). DATE• 9/8/2014 the overall structure is the responsibility of are building designer. 3.2o 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. ''j� A *OREGON a �(j' SEQ. : 6052937 fasteners are complete and at no Ume should any loads greater than 5.Design assumes trusses are to be used In a non corrosive environment, `/ r71 •ON design loads be applied to any component. and are for-dry condition'of use. O P 1 4 2 A�- TRAN S I D: 407 653 5.CompuT us has no control over and assumes no responsibility for the 6.Design assumes lull bearing at all supports shown.Shim or wedge If 0`- fabdcation,handling, necessary. . -ilfpR R`1- shipment and Installation of components. ]- necessary. assumes adequate drainage Is provided. 6.This design is furnished subject to the irritations set forth by e.Plates shall be located an both laces of truss,and placed so their center IIII I I II IIfII III I VIII VIII II I IIII IIIITPINViCA In SCSI,Caples of which willbe Iurnished upon request. lines coincide with Joint center Ines. ' H.Digits indicate size of platete in In Inches. MiTek USA,Inc.ICompuTrus Software 7.6.6(1L)-E 10.For basic coring:tor plate design values see ESR-1311,ESR-1988(MiTek) EXPIRES:12/3112015 y *a_ IIIII I II111 This design prepared from computer input by PACIFIC LUMBER-BCs. + LUMBER SPECIFICATIONS TRUSS SPAN 7'- 7.5' IBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 1.2=( 0) 86 6-7=(-321) 387 2-6=(-180) 238 BC: 2x4 KDOF #1&BTR SPACED 24.0' 0.C. 2-3=( -83) 157 6-3=(-579) 555 WEBS: 2x4 KODF STAND; 3-4=(-376) 415 3.7=(-358) 345 2x4 KDDF #1&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'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 SO.IN. (SPECIES) OVERHANGS: 12.0' 0.0' LL = 25 PSF Ground Snow (Pg) 0'- 0.0' -54/ 439V -256/ 393H 5.50' 0.70 HOOF ( 625` 7'- 7.5' -278/ 450V 0/ OH 5.50' 0.72 KDDF ( 625) Connector plate prefix designators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL C,CN,C1B,CN18 (or no prefix) = CompuTrus, Inc REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. CO 0 2. 1 '!1 r ! 0 I' - .s - a 'oc s.. u M,M2OHS,M18HS,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 = -0.001' @ -1'- 0.0' Allowed = 0.100' 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' T 1' 1'T 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' 14.00MAX HORIZ. TL DEFL = 0.003' @ 7'- 2.0' r DESIGN ASSUMES MOISTURE CONTENT DOES NOT EXCEED 1996 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=1.6, Truss designed for wind loads in the plane of the truss only. M-3x4 Tr o A o M-1.5x3 cr A o 0 . gx 6 ._.7 -1 M-3x4 M-3x4 J, 1 .1- 1-00 1-00 7-07-08 RC1 c 0 PR OFer, JOB NAME : POLYGON 4-A NH - C3 Scale: 0.3002 .c, .�/ly(j/'iN s% WARNINGS: GENERAL NOTES,unless otherwise noted: ��� Z9 1.Builder and erection contractor should be advised of ail General Notes 1.This design is based only upon the parameters shown and Is for an individual = S PE 1. Truss: C3 and Warnings before construction commences. building component.Applicability of design parameters end proper 4;111e/r: 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 stabiGh 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 ��' Is the responsibility of the erector.Additional permanent braving of je ) --1/1/ continuous sheathing such as plywood where end/or dryweB C. h. DATE: 9/8/2014 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 as bracing and 4.Installation of truss Is the responsibility of the respective contractor. 37' A,.OREGON 44/ SEQ. : 6052938 fasteners are complete end at no time should any loads greater than 5.Design assumes trusses are to be used In a non-corrosive environment, L. -.74 1' 0' design loads be applied to any component. and are for-dry condition'of use. Q r 14, 923N,,.,..1?.. TRANSi- 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 fabrication,handling,shipment end Installation of components. necessary. /1,' 'R R y L\- 7. Design assumes adequate drainage Is provided, rl 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 11'11 II III I I 1111 11 11 1/11 IIII7PINVECA in BCSI,copies of which will be furnished upon request, coincide with jointcenter nche. Digits Inp 9. Indicate size of platete in Inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1L)-E 10.For basic connector plate design values see ESR-1311,ESR-196e(Weft) EXPIRES:12/31/2015