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Plans (36) 0716078 Ply:2 SEQN:54293/T49/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123U2f-y: 1 FROM:BB DRW: C Wgt:303.8 lbs Page 1 oft ... / ... 07/13/16 I 5 S 2 Complete Trusses Required 711"4 45'0"12 53' I' I- '� 7'11"4 3T1"8 7'11"4 7'11"4 53' 3'11"10 31�� 14'3"2 20'8"12 28'10"11 37'0"9 45'0"12 49'0"6 31 � 1 3'11"10 I I 6'3"14 I 6'5"10 1 8'1"15 I 8'1"15 I 8'0"3 311"10 I =5X7 =4X5[12] m4X8[17] =_4X8 m3X5[26] :•5X7 12 1.5X4 II1.5X4 4 41.5X4 II3X10(E5) EMS= F G H I J K 3X5 -r >E3X t) �„ III5X10(E5) W7 M N N �� L C a 1 A Br (a) `_ 1 ❑i w V U T S� R Q P 0 =4X5[16] =3X5[27] m3X5 =3X5[11] m-5X7 =4X12[22] -5X7 3X5[31] 1 20'8"12 , 32'3"4 1 2' T11"4 6'3"14 6'5"10 8'1"15 8'1"15 8'0"3 7'11"4 I 7'11"4 I 14'3"2 I 20'8"12 I 28'10"11 I 37'0"9 I 45'0"12 I 53' I 12 I 53' .{ 53' Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl Ll# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.297 P 999 360 Max TC CSI: 0.901 B 1094 /17 /- /- /- /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.614 P 633 240 Max BC CSI: 0.989 S 6878 /134 /- /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.036 0 - - Max Web CSI: 0.958 N 2980 /60 /- /- /- /- Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.072 0 - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:5.30 ft Snow Duration:1.15 WAVE Mfg Specified Camber: B Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 S Min Brg Width Req= 5.3 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 N Min Brg Width Req= - Bearings B&S are a rigid surface. Lumber Nailnote Special Loads Top chord 2x4 HF#2 Nail Schedule:0.120"x3",min.nails (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Top Chord Forces Per Ply(Ibs) Bot chord 2x6 HF#2 Top Chord:1 Row @12.00"o.c. TC-From 71 plf at -2.00 to 71 plf at 7.94 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud:W7,W9,W11 2x4 HF#2: Bot Chord:1 Row @ 6.25"o.c. TC-From 36 plf at 7.94 to 36 plf at 45.06 :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.500' Webs :1 Row @ 4"o.c. TC-From 71 plf at 45.06 to 71 plf at 53.00 A-B 20 -2 H-I 26 -1347 :Rt Slider 2x4 HF#2:BLOCK LENGTH= 1.500' Use equal spacing between rows and stagger nails BC-From 4 plf at -2.00 to 4 plf at 0.00 B-C 16 -913 I-J 26 -1347 in each row to avoid splitting. BC-From 14 pili at 0.00 to 14 plf at 7.95 C-D 11 -889 J-K 64 -3094 Bracing 4"o.c.spacing of nails perpendicular and parallel to BC-From 7 plf at 7.95 to 7 plf at 53.00 (a)#3 or better scab reinforcement.Same size&80% grain required in area over bearings greater than 4" BC- 802 lb Conc.Load at 7.95 D-E 5 -839 K-L 55 -2833 BC- 319 lb Conc.Load at 10.00,12.00,14.00,16.00 E-F 514 -103 L-M 66 -2712 length of web member.Attach with 10d Box or Gun Purlins 18.00,20.00,22.00,24.00,26.00,28.00,30.00,32.00 F-G 2653 -55 M-N 69 -2749 (0.128"x3",min.)nails @ 6"OC. In lieu of structural panels use purlins to brace all flat 34.00,36.00,38.00,40.00,42.00,44.00,46.00,48.00 G-H 26-1347 Hangers/Ties TC @ 24"OC. 50.00,52.00 (J)Hanger Support Required,by others Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B-V 806 9 R-Q 3046 64 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS V-U 733 -4 0-P 3046 -64 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building U-T 92 -605 P-O 2646 -52 Component Safety Information,by TPI anciSBCA)for safety practices prior to performing these functions. Installers shall provide temporary T-S 92 -605 O-N 2502 -61 bracing per BCSI.Unless noted dtherwise,top chord shall have properfyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, MARS S-R 51 -2502 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. _._,._ _.__...._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance Maximum Web Forces Per Ply(lbs) with ANSI/TPI 1,or for handling shipping,installation and bracingof trussesA seal on this drawing or cover pagelisting this drawing, Webs Tens.Comp. Webs Tens. Comp. indicates acceptance of pro handling, engineering responsibility solely for the design shown . The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. D-V 30 -91 I-R 17 -252 For more information see this job's general notes page and these web sites: ITWBCG: www.itwbca coin.TPI:w.wvtpinst.org SBCA:www,s industrv.com.ICC:mtwv, safe.orq V-F 574 0 R-.1 40 -11155 0716078 Ply:2 SEQN:54293/T49/HIPS E-U 10-1099 J-P 531 -16 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1234:2r. 1 FROM:BB DRW: U-F 1029 -7 P-K 483 -13 C Wgt:303.8 lbs Page 2 of 2 ... / ... 07/13/16 F-S 45-2471 K-O 511 0 Plate Shift Table S-G 46 -1639 O-L 274 -59 JT Plate Lateral Chord JT Plate Lateral Chord G-R 4054 -83 No Size Shift Bite No Size Shift Bite [11] W3X5 3.00 R 1.50 [12] W4X5 S 1.25 [16] W4X5 2.00 R 2.00 [17] W4X8 3.25 L 1.25 [22] W4X12 2.75 R 1.75 [26] W3X5 2.25 R 1.25 [27] W3X5 S 1.75 [31] W3X5 S 1.75 Wind Wind loads and reactions based on MWFRS. Additional Notes WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping and installation of trusses.See "WARNING"note below. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or Blo, Y tIS "" as applicable. Applplates to each face or truss and position as shown above and on the Jointetails, unless noted otherwise. Reinstalled to _t_' drawings 160A-Z for standard plate positions. rMii�a* •. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover paggelisting this drawing, indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 11Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: wmw.ilwbcg,cornTPI:wrnvtpinst pry SBCA:wwwsbcindsstrn pm.ICC:wvwiccsafe orq 0716078 Ply 1 SEQN:54296/T22/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W. 1 FROM:BB DRW: Cl Wgt:285.6 lbs Page 1 of 2 ... / ... 07/13/16 I 9'11"4 I 43'0"12 I 53' 9'11"4 33'1"8 9'11"4 4'11"10911"4 15'3"2 20'812 28'2"11 35'8"9 43'0"12 48'0"6 53' 4'11"10 I 4'11"10 I 5'3"14 I 5'5"10 I 7'5"15 I 7'5"15 I 7'4"3 I 4'11"10 I 4'11"10 5X7 =3X5[9] =4X8[14] 1111.5X4 =5X7 12 =4X8 T3 3X5[29] 4 T2 CDT-r9 1111.5X4 JI I D E Fr s H 11111.5X4 T _ �__ W1 J v A/ ^� --a) WS d^y) "'na) v a) K 1 1 - _,, Mme,,, T S R Q P O N M L 114X5 w3X10 =4X8 =4X5 =4X12[19] =4X8 1114X5[32] r 20'8"12 1 3274 j 9'11"4 10'9"8 7'5"15 7'5"15 7'4"3 9'11"4 9'11"4 I 20'8"12 I 28'2"11 I 35'8"9 I 43'0"12 I 53' I 53' 53' Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in Ioc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.198 H 999 360 Max TC CSI: 0.966 T 712 /- /280 /- /53 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.400 H 972 240 Max BC CSI: 0.851 Q 3304 /- /1175/- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.038 L - - Max Web CSI: 0.798 L 1152 /- /552 /- /- /- Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.078 L - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:5.30 ft Snow Duration:1.15 WAVE Mfg Specified Camber: T Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 Q Min Brg Width Req= 5.1 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 L Min Brg Width Req= - Bearings T&Q are a rigid surface. Lumber Plate Shift Table Purlins Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: JT Plate Lateral Chord JT Plate Lateral Chord In lieu of structural panels use purlins to brace all flat Maximum Top Chord Forces Per Ply(lbs) :T3 2x4 DF-L#1&Bet.: No Size Shift Bite No Size Shift Bite TC @ 24"OC. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2 [9] W3X5 2.25 L 1.25 [14] W4X8 S 1.25 Webs 2x4 HF Std/Stud [19] W4X12 S 1.25 [29] W3X5 S 1.25 Wind A-B 65 -151 F-G 174 -1013 :W8,W10,W12 2x4 HF#2: [32] W4X5 1.25 R 2.50 Wind loads based on MWFRS with additional C&C B-C 182 -622 G-H 174 -1013 Bracing Loading member design. C-D 209 -522 H-I 444 -2361 D-E 1949 -307 1-J 507 -2156 (a)#3 or better scab reinforcement.Same size&80% Bottom chord checked for 10.00 psf non-concurrent Additional Notes E-F 174-1013 J-K 69 -176 length of web member.Attach with 10d Box or Gun bottom chord live load applied per IRC-12 section WARNING:Furnish a copy of this DWG to the (0.128"x3",min.)nails @ 6"OC. 301.5. installation contractor.Special care must be taken Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Truss designed for unbalanced snow loads. during handling,shipping and installation of trusses.See Chords Tens.Comp. Chords Tens. Comp. "WARNING"note below. All plates are 3X5 except as noted. T-S 1002 -257 P-O 2364 -302 S-R 174 -523 O-N 2364 -302 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! R-Q 174 -523 N-M 2037 373 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Q-P 421 -1790 M-L 1995 -508 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana BCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Maximum Web Forces Per Ply(lbs) attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingci installed per BCSI sections B3,B7 or B10 Webs Tens.Comp. Webs Tens.Comp. as applicat5le. Apply plates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Defer to' C I .a...,., drawings 160A-Z for standard plate positions. A-T 100 -225 G-P 127 -673 ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance T-B 284-1017 P-H 304 -1528 with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing indicates acceptance of proiessionaf engineering responsibility solely for the design shown. The suitability and use of this B-S 250 -581 H-N 245 -77 drawing for any structure is the responsibility of the Building Designer per ANSI/TPIt Sec.2. S-C 111 -271 N-I 366 -299 For more information see this lob's general notes page and these web sites: ITWBCG: www.itwpcg,com;TPI:wswApinst oro;SBCA:wwnvsbcindgstmgom:,ICC:wnw.iccsafe.srq, S-D 115)5 -242 I-M 294 -44 • 0716078 Ply:1 SEQN:54296/T22/HIPS D-Q 379-1766 M-J 221 -361 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W. 1 FROM:BB DRW: Q-E 355-2130 J-L 558 -2098 Cl Wgt:285.6 lbs Page 2 of 2 ... / ... 07/13/16 E-P 3171 -514 K-L 103 -238 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinghandling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10, T�WuA as applicable. Applplates to each face of ttruss and position as shown above and on the Joint-Details, unless noted otherwise. I efer to l r`' drawings 160A-Z for standard plate positions. +�..-,*. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing indicates acceptance of prolessionar engineering responsibility solely for the design shown. The suitbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: wawjw,tcct,com;TPI:www tpinst oro,SBCA:www.sboindustrvgom_ICC:vwwv.iccsafe,ora 0716078 Ply.1 SEQN:54311/T39/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123tDfy. 1 FROM:BB DRW: C2 Wgt:299.6 lbs Page 1 of 2 ... / ... 07/13/16 11'1x"4I 41'0"12 I 53' 11'11"4 29'x'8 11'11"4 Fa.1 8 I5'11"10 I 1111"4 I16'3"2 I20'8"12I 28'0"8 356" 41012 4862 53' I I I 511"10 511"10 4'3"14 4'5"10 7312 I T5"8 I " I 5612 4'5"14 4514 H0508 a 4X5 a 4X8(15] 111.5X4 =3X5[21] 05X7 .4X8 111.5X4 12 4 p C1or-vs I D T2 E F G T3 H I T B _ .. - - _.` J s4X8 '..L' Wi, W1 ��� v :.j: A •/ �' W9 a) � D I`LL 1 1 _�._-_. _ N V U T S R CD 0 P 0.6X10 M - 3 1e4X5[33] 111.5X4 •3X10[6] .4X8 a 4X5 •4X12[201 a 5X7 12 1 20'8"12 } 32'3"4 i. 5'11"10 5'11"10 8'9"8 7'3"12 7'5"8 8'6"4 4'5"14 4'0"6 I 5'11"10 I 11'11"4 I 20'8"12 I 28'0"8 I 356" I 4474 I 48'6"2 I 52'6"8 --III 93' I". 35'6" I 44'0"4 I 53' 'I 35'6" 8'6"4 8'11"12 I- 53' I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in Ioc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.345 0 999 360 Max TC CSI: 0.983 V 582 /38 /174 /- /64 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.710 0 548 240 Max BC CSI: 0.752 R 3642 /- /1386/- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.116 M - - Max Web CSI: 0.869 M 1028 /- /471 /- /- /5.5 Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.239 M - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:5.30 ft Snow Duration:1.15 WAVE,HS Mfg Specified Camber: V Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 R Min Brg Width Req= 3.5 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 M Min Brg Width Req= 1.6 Bearings R&M are a rigid surface. Lumber Plate Shift Table Loading Top chord 2x4 HF#2:T2 2x4 DF-L#1&Bet.: JT Plate Lateral Chord JT Plate Lateral Chord Bottom chord checked for 10.00 psf non-concurrent Maximum Top Chord Forces Per Ply(lbs) :T3 2x4 DF-L#2: No Size Shift Bite No Size Shift Bite bottom chord live load applied per IRC-12 section Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2:B2 2x4 DF-L#2: [6] W3X10 2.75 L 1.25 [15] W4X8 S 1.25 301.5. Webs 2x4 HF Std/Stud [20] W4X12 S 1.25 [21] W3X5 S 1.25 Truss designed for unbalanced snow loads. A-B 390 -823 G-H 795 -68 :W9,W11,W13,W14,W18 2x4 HF#2: [33] W4X5 2.00 L 1.50 B-C 867 -137 H-I 245 -1274 Bracing Hangers/Ties Wind C-D 788 -90 I-J 909 -3582 Wind loads based on MW FRS with additional C&C D-E 2881 -554 J-K 856 -3639 (a)#3 or better scab reinforcement.Same size&80% (J)Hanger Support Required,by others member design. E-F 795 -68 K-L 724 -3172 length of web member.Attach with 10d Box or Gun F-G 795 -68 (0.128"x3",min.)nails @ 6"OC. Purlins Plating Notes In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply(lbs) TC@24"OC. All plates are 3X5 except as noted. Chords Tens.Comp. Chords Tens. Comp. V-U 96 -61 Q-P 1261 -78 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! U-T 711 -345 P-O 1939 317 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T-S 456-1667 O-N 3146 -699 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building S-R 456-1667 N-M 72 -22 Component Safety Information,by TPI anti SBCA)for safety practices prior to performing these functions. Installers shall provide temporary R-Q 690-2758 bracing per BCSI.Unless noted o-therwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingci installed per BCSI sections B3,B7 or B10, 1Sil88 - as applicable. Apply plates to each face of truss and position as shown above and on the JointiDetails, unless noted otherwise. Refer to NI.,' drawings 160A-Z for standard plate positions. '-'.:'^.!": Maximum Web Forces Per Ply(Ibs) ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance Webs Tens.Comp. Webs Tens. Comp. with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover paaedrawing, this drawin indicates acceptance of pro'essionar engineering responsibility solely for the design shown. The suitability and use of tiffs A-V 114 -545 Q-H 365 -1593 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. A-U 630 -362 H-P 531 -78 For more information see this job's general notes paw and these web sites: ITWBCG: •twbogsom;TPI:wwwtpinst ors SBCA:wewd.sbcindustrvsorn ICC:wew.iccsafe.orq U-B 206 0 P-I 2RR -1*W.4 0716078 Ply.1 SEQN:54311/T39/HIPS B-T 288 -992 I-O 2290 -549 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123Q1fq: 1 FROM:BB DRW: T-C 167 -576 O-J 148 -276 C2 Wgt:299.6 lbs Page 2 of 2 ... / ... 07/13/16 T-D 1469 -343 O-K 695 -48 Additional Notes D-R 403-1763 K-N 149 -534 WARNING:Furnish a copy of this DWG to the R-E 401 -2262 N-L 2892 645 installation contractor.Special care must be taken E-Q 3063 -546 L-M 259 996 during handling,shipping and installation of trusses.See G-Q 125 -717 "WARNING"note below. Shim all supports to solid bearing. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and"SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10 as applicable. Applplates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to' b drawings 160A-Z for standard plate positions. _ Ivo ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing, indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI TSec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbog,com;TPI:www prnst ora;SBCA:www strindustrv.com,ICC:www,isosafe.orq 0716078 Ply:1 SEQN:54308/T36/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1231W 1 FROM:BB DRW: C3 Wgt:308.0 lbs Page 1 of 2 ... / ... 07/13/16 13'11"4 I 39'0"12 13'11"4 251"8 I 53' 13'11"4 2444'0"4138.8 I 6'1110 I 13'11'4 I1T5"8 I I' 28'3"12 I 35'6" 139012' I48'6"2I 53' 611"10 6'11'10 364 72"4 7'2"4 3'612 4'5"14 4'5.14 'i H0510 114X5 =5X5[16] I11.5X4 =6X8 4X8 12 111.5X4 T 417 D O E F G T3 1-1i 13- I. �J O •5X7 }i r}_e A -tfl -r '411111111- P�`• L 1 14. `v- M w V U T S R' Q =6X10 N . 3 4.4X5[34] M1.5X4[2] m4X8[6] a4X6 .4X5 w4X12[21] a 5X7 12 1 20'8"12 1 32'3"4 1 I 611"10 I 6' 11'10 I 7'2" 4 I 7'2"4 I 7'2"4 I 8'6"4 I 4'5'14 I 40 6 4.1.2L..16'11'10 13'11 "4 21'1"8 28'3"12 35'6" 44'0"4 48'6"2 52'6"8 3 I 35'6" 44'0"4 53' 2' 35'6' I 8'6"4 I 811"12 I I I 53' I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/deft U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.385 P 999 360 Max TC CSI: 0.967 W 631 /84 /188 /- /88 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.822 J 471 240 Max BC CSI: 0.940 S 3398 /- /1390/- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.126 N - - Max Web CSI: 0.784 N 1269 /5 /561 /- /- /5.5 Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.265 N - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:5.30 ft Snow Duration:1.15 WAVE,HS Mfg Specified Camber: W Min Brg Width Req= Load Duration:1.15 I:1.0 GCpi:0.18 S Min Brg Width Req= 5.2 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 N Min Brg Width Req= 2.0 Bearings S&N are a rigid surface. Lumber Plate Shift Table Loading Top chord 2x4 DF-L#1&Bet.:T2 2x4 HF#1&Bet.: JT Plate Lateral Chord JT Plate Lateral Chord Bottom chord checked for 10.00 psf non-concurrent Maximum Top Chord Forces Per Ply(lbs) :T3 2x4 DF-L#2::T4 2x4 HF#2: No Size Shift Bite No Size Shift Bite bottom chord live load applied per IRC-12 section Bot chord 2x4 HF#2:B2 2x4 HF#1&Bet.: [2] W1.5X4 S 2.25 [6] W4X8 S 1.25 301.5. Chords Tens.Comp. Chords Tens.Comp. Webs 2x4 HF Std/Stud [16] W5X5 2.25 L 1.25 [21] W4X12 S 1.25 Truss designed for unbalanced snow loads. A-B 555 -905 G-H 767 -110 :W4,W9,W11,W14,W182x4HF#2: [34] W4X5 2.00 L 1.50B-C 1171 -177 H-I 254 -1054 Wind C-D 1072 -122 I-J 898 -3552 Bracing Hangers/Ties (a)#3 or better scab reinforcement.Same size&80% (J)Hanger SupportWind loads based on MWFRS with additional C&C D-E 2512 -453 J-K 828 -3568 length of web member.Attach with 10d Box or Gun 9 Required,by others member design. E-F 767 -110 K-L 651 -3134 (0.128"x3",min.)nails @ 6"OC. Purlins F-G 767 -110 L-M 64 0 Plating Notes In lieu of structural panels use purlins to brace all flat TC @ 24"OC. Maximum Bot Chord Forces Per Ply(lbs) All plates are 3X5 except as noted. Chords Tens.Comp. Chords Tens.Comp. W-V 120 -85 R-Q 1043 -43 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! V-U 775 -498 Q-P 1338 184 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS U-T 479-1675 P-O 3101 -599 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building T-S 959-3350 O-N 48 -7 Component Safety Information,by TPI WW1 BCA)for safety practices prior to performing these functions. Installers shall provide temporary S-R 634-2431 bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Ikefer to ' drawings 160A-Z for standard plate positions. ~+ Maximum Web Forces Per Ply(lbs) ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance Webs Tens.Comp. Webs Tens.Comp. with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of prooessionaf engineering responsibility solely for the design show The suitability and use of drawing, A-W 122 -592 R-H 324 -1364 drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. A-V 684 -513 H-Q 660 -111 For more information see this job's general notes page and these web sites: ITWBCG: w,wajtwbcg comb TPI:why/toinst ora;SBCA:v,wv.sbcindustrv.00mJCC:www,iocsafe.orq V-R 2R2 0 n-I 224 -991:1 0716078 Ply.1 SEQN:54308/T36/HIPS B-U 323-1262 I-P 2779 -603 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123(Mr. 1 FROM:BB DRW: U-C 183 -680 P-J 174 -428 C3 Wgt:308.0 lbs Page 2 of 2 ... / ... 07/13/16 U-D 1481 -311 P-K 671 -105 Additional Notes D-S 330-1507 K-O 130 -526 WARNING:Furnish a copy of this DWG to the ES-E 412-2177 O-L 2872 558 installation contractor.Special care must be taken E-R 2685 -522 L-N 344 -1230 during handling,shipping and installation of trusses.See G-R 127 -720 "WARNING"note below. Shim all supports to solid bearing. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI emit SBCA)for safety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinQQinstalled per BCSI sections B3,B7 or B10 as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance µ T with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing, indicates acceptance of professional"engineering responsibility solely for the design shown. The suitability aid use of tills drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. for more information see this job's general notes page and these web sites: ITWBCG: w.wv itwbcq.com;TPI:w.wv tpinst.trrq;SBCA:w.wtsbcin4gctot.mur,ICC:gesw.iccsafe,orQ 0716078 Ply:1 SEQN:54315/T41/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123(LW. 1 FROM:BB DRW: C4 Wgt:310.8 lbs Page 1 of 2 ... / ... 07/13/16 I 1511"4 I 37'0'12 I 53' I 15'11"4 21'1"8 15'11'4 I 5'4"15 I 10'6"5 I 15'11"4 I 20'8"12I 2808 I 356 3770"12 44'0"4 I 48'6"2I 53' I5.4"15 51"7 5'4.15 498 7312 T5"8 f'6"12 611"8 4'5"14 4514 =6X6 114X5[15] -4X8 111.5X4 =3X5[21] =6X6 12 D� E T2 F G H I 11.5X4 T 4 p - 111.5XT1cli4 -_ ) 14X8 • �a1� x TTj A / W V B U T S7 R p v6X10 N ..3 14X5[33] =4X5[2] =4X8 =4X5 =4X12[20] .5X7 12 1 20'8"12 1 32'3"4 1 7'11"10 7'11"10 4'9"8 7'3"12 T5"8 8'6"4 4'5"14 4'0"6 2' I 711"10 1 15'11"4 1 20'8"12 1 28.0"8 i 35'6' 1 44'9"4 1 48'6"2 I 52'6"8 '11"] -44 I 35'6" I 44'0"4 I 53' I 2' I 35'6" 8'6"4 8'11"12 I 53' I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.385 J 999 360 Max TC CSI: 0.996 W 482 /228 /133 /- /99 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.833 J 466 240 Max BC CSI: 0.699 S 3537 /- /1488/- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.116 N - - Max Web CSI: 0.957 N 1153 /5 /537 /- /- /5.5 Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.239 N - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:5.30 ft Snow Duration:1.15 WAVE Mfg Specified Camber: W Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 S Min Brg Width Req= 5.4 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 N Min Brg Width Req= 1.8 Bearings S&N are a rigid surface. Lumber Plate Shift Table Loading Top chord 2x4 HF#1&Bet.:T1 2x4 HF#2: JT Plate Lateral Chord JT Plate Lateral Chord Bottom chord checked for 10.00 psf non-concurrent Maximum Top Chord Forces Per Ply(lbs) :T2 2x4 DF-L#1&Bet.: No Size Shift Bite No Size Shift Bite bottom chord live load applied per IRC-12 section Chords Tens.Comp. Chords Tens.Comp. Bot chord 2x4 HF#2 [2] W4X5 S 2.75 [15] W4X5 2.75 R 1.25 301.5. Webs 2x4 HF Std/Stud [20] W4X12 S 1.25 [21] W3X5 S 1.25 Truss designed for unbalanced snow loads. A-B 76 -144 G-H 1147 -62 :W7,W9,W11,W14,W18 2x4 HF#2: [33] W4X5 2.25 L 1.25 B-C 1047 -379 H-I 224 -696 Wind C-D 1739 -293 I-J 811 -3409 Bracing Hangers/Ties D-E 2891 -480 J-K 727 -3383 (a)#3 or better scab reinforcement.Same size&80% Wind loads based on MWFRS with additional C&C (J)Hanger Support Required,by others member design. E-F 1147 -62 K-L 560 -2980 length of web member.Attach with 10d Box or Gun F-G 1147 -62 L-M 48 0 (0.128"x3",min.)nails @ 6"OC. Purlins Plating Notes In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Plylbs TC @ 24"OC. Chords Tens.Comp. Chords Tens.(lbs) All plates are 3X5 except as noted. Comp. W-V 616 -739 R-Q 681 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! V-U 275-1176 Q-P 782 66 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS U-T 474-1632 P-O 2933 -505 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building T-S 474-1632 O-N 50 -7 Component Safety Information,b TPI anti SBCA)for safety practices prior to performing these functions. Installers shall provide temporary S-R 683-2812 bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10 k as applicable. Applplates to each face or truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Fkefer to yjpik` y Maximum Web Forces Per PlyI drawings 160A-Z for standard plate positions. _. _.__ (lbs) ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance Webs Tens.Comp. Webs Tens.Comp. with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,listing this drawing indicates acceptance of pro ssiona engineering responsibility solely for the design shown. The suitability and use of this A-W 111 -242 R-H 359 -1608 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. W-B 839 -602 H-Q 974 -191 For more information see this job's general notes paw and these web sites: ITWBCG: www.itwbeg com;TPI:wwNSpinst ore:SBCA:vonwsbcindustrv.com:_ICC:www iccsafe pfq R-V 224 -592 0-I 241 -975 0716078 Ply:1 SEQN:54315/T41/HIPS V-C 625 -143 I-P 3046 -606 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W 1 FROM:BB DRW: C-U 279-1145 P-J 193 -568 C4 Wgt:310.8 lbs Page 2 of 2 ... / ... 07/13/16 U-D 795 -154 P-K 503 -104 Additional Notes D-S 401 -2044 K-O 110 -487 S-E 435-2176 O-L 2715 -471 Negative reaction(s)of-228#MAX.from a non-wind E-R 2439 -512 L-N 332 -1120 load case requires uplift connection.See Maximum G-R 128 -725 Reactions. WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping and installation of trusses.See "WARNING"note below. Shim all supports to solid bearing. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating hanndling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly _ .. attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10 9u as applicable. Applplates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TP! 1,or for handling shipping.,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing, indicates acceptance of protessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITW BCG:womitmbca ppm'TPI:wnwtpinsl,grq-SBCA:Kwa,sbcindustrv,00m:_ICC:ew.w.icrsafe.orct 0716078 Ply:1 SEQN:54321/T38/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123Qtyy. 1 FROM:BB DRW: C5 Wgt:315.0 lbs Page 1 oft ... / ... 07/13/16 1711"4I 35'0"12 I 53' 17'11"4 17'1"8 17'11'4 29"8 5'11'12 11'11'8 17'11"4 2B"8 26'4"3 35'0"12 39'9"2 44'0'4 48'6"2 53' I 511"12 I 5'11"12 ' 5'11"12 I I 5 '7"7 I 8'8"9 I 4'8"6 I 4'3"2 I 4'5"14 I 4'5"14 a 6x6 11.5X4 m4X5[16) a1-10508 111.5x4 .44x5[24] T 12 D1o..ire ff F T2 G ltsxa a p �O ♦ / ti _ g = `\IJ=4X8(••) 14X8 I' 1TT1 T Ain Cirl \l _` O W v U T S CI) 12 O mt6X10 N a 3 a 4X5[331 113X5[31 .4X8[7] m4X8>•4X8[15] as4X5[17] .5X7 12 1 20712 1 32'3"4 1 894 I 7411 I 749 ' 86'41 55'1111"1122 I51'11'128 I 20812 281"7 35'6" 44'04 I 4485142 I 542'0668 .112' - 356" 44'04 53' 2' 35'6' I 8'6'4 I 8'11"12 I I I 53' I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.323 I 999 360 Max TC CSI: 0.981 W 408 /302 /115 /- /110 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.675 I 573 240 Max BC CSI: 0.674 S 3648 /- /1554/- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.099 N - - Max Web CSI: 0.878 N 1065 /5 /516 /- /- /5.5 Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.208 N - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:5.30 ft Snow Duration:1.15 WAVE,HS Mfg Specified Camber: W Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 S Min Brg Width Req= 3.5 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 N Min Brg Width Req= 1.7 Bearings S&N are a rigid surface. Lumber Plating Notes Loading 9 9 Top chord 2x4 HF#2 Ti: 2x4 DF-L#2: All plates are 3X5 except as noted. Bottom chord checked for 10.00 psf non-concurrent Maximum Top Chord Forces Per Ply(lbs) :T2 2x4 DF-L 2400f-2.0E: bottom chord live load applied Bot chord 2x4 HF#2:B2 2x4 DF-L#2: (**)1 plate(s)require special positioning.Refer to pp' per IRC-12 section Chords Tens.Comp. Chords Tens.Comp. scaled plate plot details for special positioning 301.5. Webs 2x4 HF Std/Stud requirements. Truss designed for unbalanced snow loads. A-B 1005 -558 G-H 199 -467 :W6,W9,W11,W14,W18 2x4 HF#2: 9 B-C 1569 -213 H-I 631 -3071 Bracing Plate Shift Table Purlins C-D 1561 -150 I-J 590 -2974 JT Plate Lateral Chord JT Plate Lateral Chord In lieu of structural panels use purlins to brace all flat D-E 2973 -448 J-K 589 -3082 (a)#3 or better scab reinforcement.Same size&80% No Size Shift Bite No Size Shift Bite TC @ 24"OC. E-F 2971 -448 K-L 523 -2842 length of web member.Attach with 10d Box or Gun [3] W3X5 S 3.00 [7] W4X8 S 1.25 F-G 1285 -66 L-M 48 0 (0.128"x3",min.)nails @ 6"OC. [15] W4X8 S 1.50 [16] W4X5 2.75 R 1.25 Wind Hangers/Ties [17] W4X5 2.25 R 1.25 [24] W4X5 3.50 R 1.50 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Plylbs [33] W4X5 S 1.25 member desi n. (lbs) (J)Hanger Support Required,by others 9 Chords Tens.Comp. Chords Tens.Comp. W-V 131 -109 R-Q 419 -9 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! V-U 478 -935 Q-P 993 169 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS U-T 551 -2188 P-O 2817 -470 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building T-S 551 -2188 O-N 44 -5 Component Safety Information,by TPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporary S-R 376-1637 bracing per BCSI.Unless noted o[herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper)y attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, �lq►t as applicable. Apply plates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Maximum Web Forces Per Ply(lbs) ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance Webs Tens.Comp. Webs Tens.Comp. with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page,listing this drawing indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of tn(s A-W 334 -371 R-G 384 -1762 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. A-V 429 -937 G-Q 844 -149 For more information see this job's general notes page and these veb sites: ITWBCG: 1maw,!twbca,com;TP1:wo nst oro.SBCA:v nosb oiryustnt Dorm,ICC:www iccsafe,orq V-B 945 0 Cl-H 9115 -1219 0716078 Ply.1 SEQN:54321/T38/HIPS B-U 286-1004 H-P 2409 -362 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1231:1) . 1 FROM:BB DRW: C-U 218 -650 P-I 94 -396 C5 Wgt:315.0 lbs Page 2 of 2 ... / ... 07/13/16 U-D 1583 -343 P-K 333 0 Additional Notes D-S 401 -2016 K-O 106 -475 Negative reaction(s)of-302#MAX.from a non-wind E-S 64 -331 O-L 2613 439 load case requires uplift connection.See Maximum S-F 489-2251 L-N 326 -1027 Reactions. F-R 1353 -247 WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping and installation of trusses.See "WARNING"note below. Shim all supports to solid bearing. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and$BCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or B10, TRI� S - '` as applicable. Apply plates to each face oftruss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to l=4 drawings 160A-Z for standard plate positions. _... ...,... ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance Y with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing' indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www faitsg,com;TPI:www.toinsi.ora SBCA:wnw,sbcindjstry.comi ICC:www.icssafe,orq 0716078 Ply:1 SEQN:54328/T35/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W.. 1 FROM:BB DRW: C6 Wgt:308.0 lbs Page 1 of 2 ... / ... 07/13/16 19'11"4 33'0"12 53' 1,9'11"4 l 131"8 I 1911"4 I 6'7"12 1338 I 19'11'4 I 26'6" I 33'0"12 I 39'9"2 44'0"4 I 48'62I 53' ]6712 I 6712 6712 6'6"12 6'6"12 68"6 I 4'3"2 4'5"14 4'5'14 m6X8 .5X5[18] -.SS0612(I) (11.5X4 E� F -T3 .44X5[26] T 12 - G a v .� nlsxa o H / w.= w1 r- i Ti g (a) (a) _ � J a3X7 1� 1( T5 A _ 1 11 , 7 ::'P�� O \E�M W V U T S B2 R 0 :6X10 N d 3 ft4X5[35] 1113X5[2] m4X8[10] m4X8=4X5[17] =4X5[19] .5X7 12 1 20'8"12 1 323"4 1 I 6712 67121 73"4 I 5'9'4 I6712 33"8 20'8"12 26'6' 39' 56" I 8'6'4 44'04 I 43"14 I 40"6 I~'�48'62 52'6"8 � 11 I- 35'6" 44'0'4 58 2' 35'6" I 6'6"4 I 8'11"12 I I I 53' I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSP) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.327 J 999 360 Max TC CSI: 0.920 W 373 /296 /120 /- /121 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.653 J 592 240 Max BC CSI: 0.672 S 3834 /- /1555/- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.102 N - - Max Web CSI: 0.991 N 1045 /5 /522 /- /- /6.5 Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.206 N - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:5.30 ft Snow Duration:1.15 WAVE,18SS Mfg Specified Camber: W Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 S Min Brg Width Req= 3.7 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 N Min Brg Width Req= 1.6 Bearings S&N are a rigid surface. Lumber Plating Notes Loading Top chord 2x4 DF-L#1&Bet.:T1 2x4 HF#1&Bet.: All plates are 3X5 except as noted. Bottom chord checked for 10.00 psf non-concurrent Maximum Top Chord Forces Per Ply(lbs) :T3 2x4 HF SS::T5 2x4 HF#2: (I)-plates so marked were sized using0%Fabrication bottom chord live load applied per IRC-12 section Bot chord 2x4 HF#2:B2 2x4 DF-L#2: Tolerance, 0 degrees Rotational Tolrance,and/or 301.5. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud zero Positionin Tolerance. :W 6,W 8,W 10,W 11,W 13,W 17 2x4 HF#2: g Truss designed for unbalanced snow loads. A-B 1050 -452 G-H 207 -395 B-C 1638 -231 H-I 605 -3076 Bracing Plate Shift Table Purlins C-D 1667 -215 I-J 595 -3126 (a)#3 or better scab reinforcement. &80% JT Plate Lateral Chord JT Plate Lateral Chord In lieu of structural panels use purlins to brace all flat D-E 1658 -159 J-K 571 -3161 (a)#3 ofr web membee reinforcement. with 10d Same sizezr Gun No Size Shift Bite No Size Shift Bite TC @ 24"OC. E-F 2750 -373 K-L 517 -2833 (0.128"x3",min.)nails @ 6"OC. [2] W3X5 S 3.00 [10] W4X8 S 1.25 F-G 1413 -71 L-M 48 0 [17] W4X5 S 1.50 [18] W5X5 2.75 R 1.25 Wind Hangers/Ties [19] W4X5 2.75 L 1.25 [26] W4X5 3.50 R 1.25 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) [35] W4X5 S 1.25 (J)Hanger Support Required,by others member design. Chords Tens.Comp. Chords Tens. Comp. W-V 151 -119 R-Q 206 -219 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! V-U 371 -973 Q-P 1123 180 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS U-T 597-2521 P-O 2813 -464 Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building T-S 597-2521 O-N 44 -5 Component Safety Information,by TPI encl-SBCA)for safety practices prior to performing these functions. Installers shall provide tempora S-R 348-1470 bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propery attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing_installed per BCSI sections 133,B7 or B10 �ittrr; as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to' f t: drawings 160A-Z for standard plate positions. Maximum Web Forces Per Ply(Ibs) ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance Webs Tens.Comp. Webs Tens.Comp. with ANSIITPI 1,or for handling shipping,installation and bracing pf trussesA seal on this drawing or cover palelisting this drawing,indicates acceptance of proT ssionar engineering responsibility solely for the design shown. The suitability and use of tf-iis A-W 331 -334 R-G 388 -1804 drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI -Sec.2. A-V 307 -983 G-Q 989 -169 For more information see this job's general notes page and these web sites: ITWBCG:sww.itwbccuonT TPI:w,vvipnst"org.SBCA:wwnw sbcindustrv.com,ICC:wnwJscsafe orq V-B 283 (1 0-H 3011 -1370 0716078 Ply.1 SEQN:54328/T35/HIPS B-U 300-1095 H-P 2377 -326 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W. 1 FROM:BB DRW: D-U 229 -733 P-J 80 -347 C6 Wgt:308.0 lbs Page 2 of 2 ... / ... 07/13/16 U-E 1727 -372 P-K 367 0 E-S 438-2102 K-O 106 -473 Additional Notes S-F 474-2182 O-L 2616 -433 Negative reaction(s)of-296#MAX.from a non-wind F-R 1450 -262 L-N 330 -1006 load case requires uplift connection.See Maximum Reactions. WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping and installation of trusses.See "WARNING"note below. Shim all supports to solid bearing. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI anddSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ottherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10' t� as applicable. Apply plates to each face of"truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer tol' `' drawings 160A-Z for standard plate positions. -••-•----. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSVTPI 1,or for handling shipping,installation and bracing of trusse Aseal on this drawing or cover pa e•listing this drawing, indicates acceptance of prosessionar engineering responsibility solely for the design shown. The suitability and use of ts drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1gSec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbca.cgm:TPI:www toinst.orgj SBCA:w.w.sbcindustryopm IAC:wnwjocsafe orq • 0716078 Ply:1 SEQN:54342/T40/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123(IW.. 1 FROM:BB DRW: C7 Wgt:312.2 lbs Page 1 of 2 ... / ... 07/13/16 21'11"4 31'0"12 53' 1 21'11"4 1 91"8 1 21'11"4 1 17'6"1 I 14'5'11 1 21'11"4 1 28'2"12 ,31'0"12 1 38'3"5 1 44'0"4 I 454"6 I 53 7'6"1 7'2"9 T2"9 6'3"8 1210" 7'2"9 5'8"15 4'4"2 4'7"10 E�^,�I _ 111 FX4mSSC0612r) 4 ,12 p T2 i aa+�' i' 14X8 T /3�C5[9 D H 14X15[25] 4X8, W1% T1 �_ - (a) � 111.5X4 • ---__a) 9 W10.{........... ...„/ I� K TS `=W5 �,�Lm3X7 111.5X4A (a)°• Pi64X -, M 1 -- 14X5[34]o 114X5[2] U a X8 4X5 ..4X12[18] •[18] n55X7 3 N 12 r 258"12 -1 3274 1 10'4"12 10'4"12 1 10'4' 20'8"12 7'3"4 8'6"4 4'4"2 4'2"2 I 2' 1 28'2"12 1 356" 1 44'0 .4 1 48'4"6 I 526"8 SH8-I 93' 356" I- 44'0"4 53' 2' 1 356" 8'6"4 I 8.11''12 I I 1 53' -I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.359 J 999 360 Max TC CSI: 0.912 V 306 /334 /102 /- /131 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.691 J 560 240 Max BC CSI: 0.824 S 4121 /- /1592/- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.093 N - - Max Web CSI: 0.935 N 992 /6 /514 /- /- /5.5 Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.178 N - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:5.30 ft Snow Duration:1.15 WAVE,18SS Mfg Specified Camber: V Min Brg Width Req= - Load Duration:1.15 1:1.0 GCpi:0.18 S Min Brg Width Req= 4.0 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 N Min Brg Width Req= 1.6 Bearings S&N are a rigid surface. Lumber Plating Notes Hangers/Ties Top chord 2x4 DF-L#1&Bet.:T1 2x4 HF#1&Bet.: All plates are 3X5 except as noted. (J)Hanger Support Required,by others Maximum Top Chord Forces Per Ply(lbs) :T2 2x4 DF-L 2400f-2.0E::T5 2x4 HF#2: (**)1 plate(s)require special positioning.Refer to Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2:B2 2x4 DF-L#2: Loading scaled plate plot details for special positioning Webs 2x4 HF Std/StudA-B 117 -184 G-H 220 -364 requirements. Bottom chord checked for 10.00 psf non-concurrent :W2,W5,W7,W8,W9,W10,W12,W16 2x4 HF#2: :W6 2x4 DF-L#1&Bet.: bottom chord live load applied per IRC-12 section B-C 1512 -142 H-1 582 -2929 Plate Shift Table 301.5. C-D 1534 -121 I-J 573 -3042 Bracing JT Plate Lateral Chord JT Plate Lateral Chord Truss designed for unbalanced snow loads. D-E 3079 -417 J-K 534 -3035 No Size Shift Bite No Size Shift Bite E-F 1064 0 K-L 488 -2620 (a)#3 or better scab reinforcement.Same size&80% [2] W4X5 2.50 R 3.00 [9] W3X5 S 1.25 Purlins F-G 1066 0 L-M 48 0 length of web member.Attach with 10d Box or Gun [18] W4X12 S 1.25 [25] W4X5 3.50 R 1.25 (0.128"x3",min.)nails @ 6"OC. S 1.25 In lieu of structural panels use purlins to brace all flat [34 1 W4X5 TC @ 24"OC. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. V-U 186-1149 R-Q 193 -524 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! U-T 413-1769 Q-P 794 102 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T-S 413-1769 P-O 2595 -435 Trusses require extreme care in fabricating handling,shipping,installing and bracing; Refer to and follow the latest edition of BCSI(Building S-R 547-2393 O-N 44 -5 Component Safety Information,by TPI anti SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,67 or B10, � Maximum Web Forces Per Ply(lbs) as applicable. Applplates to each face oft truss and position as shown above and on the Joint'etails, unless noted otherwise. Defer to• • .o..*,.. Webs Tens.Comp. Webs Tens.Comp. drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shallnot be responsible for any deviation from this drawing,any failure to build the truss in conformance A-V 156 -258 G-Q 1246 -233 with ANSI/11.11,or for handling shipping, nstallation and bracing of trussesA seal on this drawing or cover pang�e,listing this drawing, indicates acceptance of pro'eissionar enggineering responsibility solely for the design shown. The suitability and use of this V-B 1307 -152 Q-H 287 -1260 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1""Sec.2. B-U 263 -764 H-P 2536 -360 For more information see this job's general notes page and these web sites:ITWBCG:Lw.w q.00m�TPl:wmvtpinst,prq SBCA:www sbsindustrvopn s ICC:ww.v iio safe.9rg, II-0 911 -1R P-.1 101 -43.5 0716078 Ply 1 SEAN:54342/T40/HIPS D-S 338-1480 P-K 340 0 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1234:2fjr. 1 FROM:BB DRW: S-E 591 -3020 K-O 100 -428 C7 Wgt:312.2 lbs Page 2 of 2 ... / ... 07/13/16 E-R 2143 -457 O-L 2413 -406 F-R 87 -581 L-N 329 -955 Wind R-G 346-1606 Wind loads based on MW FRS with additional C&C member design. Additional Notes Negative reaction(s)of-334#MAX.from a non-wind load case requires uplift connection.See Maximum Reactions. WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping and installation of trusses.See "WARNING"note below. Shim all supports to solid bearing. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS!.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly - attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or B10 u8 as applicable. Applplates to each face ofptruss and position as shown above and on the Joint-DDetails, unless noted otherwise. Ikefer to drawings 160A-Z for standard plate positions. ..- !TW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUTPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structures the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ITWBCG: www.itwbca oomy TPI:wwwtoinst.rq.SBCA:www.sbcindustry,comICC:www iccsafe_grq 0716078 Ply 1 SEQN:54348/T37/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123t116': 1 FROM:BB DRW: C8 Wgt:323.4 lbs Page 1 of 2 ... / ... 07/13/16 23'11"4 II 29'0"12 ( 53' 23'11"4 5'1"8 23'11"4 871 16711 23'11"429'0"12 _ 36'11"5 44'9"15 53' I• 8,2"1 I 7'10"9 T10"9 I 5'1"8 I 7'10"9 I T10"9 I 8,2"1 =6X8 E_ rs_ F 12T �� �" 4 3X5 03X5f9]D G 85X7 s 5X7 m 03X58 1_ ,(a) ,- = I3X5[30 0 A = a) 1111.5X4 (a) ` _ �\J 1111.5X4 1-5 W1 / " I K 1 T ' S 1R Q P 0 N 1114X5[34] ,L =3X5 =4X8 =4X5 1114X5 =3X5[21]-4X8 63 1 20712 -j 32'3"4 1 10'6"2 10'2"10 5'9"4 5'9"4 10'2"10 10'6"2 2' 10'6"2 I 20'8"12 I 26'6„ I 32'3"4 I 42'5"14 _I 53' I I l' 53' 12.1 53' Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in Ioc L/defl IJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.141 M 999 360 Max TC CSI: 0.998 T 475 i- /229 /- /142 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.265 M 999 240 Max BC CSI: 0.964 Q 3547 /- /1362/- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.030 J - - Max Web CSI: 0.902 L 1267 /1 /656 /- /- /5.5 Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.056 J - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:5.30 ft Snow Duration:1.15 WAVE Mfg Specified Camber: T Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 0 Min Brg Width Req= 5.5 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 L Min Brg Width Req= 1.5 Bearings Q&L are a rigid surface. Lumber Plate Shift Table Purlins Top chord 2x6 HF#2:T1 2x4 DF-L#2: JT Plate Lateral Chord JT Plate Lateral Chord In lieu of structural panels use purlins to brace all flat Maximum Top Chord Forces Per Ply(lbs) :T5 2x4 HF#2: No Size Shift Bite No Size Shift Bite TC @ 24"OC. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2:B3 2x4 DF-L#2: [9] W3X5 S 1.25 [21] W3X5 S 1.25 Webs 2x4 HF#2 [30] W3X5 S 1.25 [34] W4X5 1.25 R 2.75 Wind A-B 136 -232 F-G 275 -760 :W1,W3,W12,W14 2x4 HF Std/Stud: Wind loads based on MWFRS with additional C&C B-C 414 -288 G-H 433 -1769 :W6,W9 2x4 DF-L#1&Bet.: Hangers/Ties member design. C-D 429 -144 H-I 427 -1962 Bracing (J)Hanger Support Required,by others D-E 1832 -182 I-J 148 -246 Additional Notes E-F 335 -19 J-K 48 0 (a)#3 or better scab reinforcement.Same size&80% Loading WARNING:Furnish a copy of this DWG to the length of web member.Attach with 10d Box or Gun Bottom chord checked for 10.00 psf non-concurrent installation contractor.Special care must be taken (0.128"x3",min.)nails @ 6"OC. Maximum Bot Chord Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section during handling,shipping and installation of trusses.See Chords Tens.Comp. Chords Tens.Comp. 301.5. "WARNING"note below. Truss designed for unbalanced snow loads. T-S 494 -189 P-O 260 -75 S-R 245 -784 G-N 1278 -179 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! R-Q 245 -784 N-M 1278 179 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Q-P 262 -774 M-L 2023 -335 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI emit BCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Maximum Web Forces Per Ply(lbs) attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10' ,; Webs Tens.Comp. Webs Tens.Comp. as applicable. Appry plates to each face of'truss and position as shown above and on the JointiDetails, unless noted otherwise. Defer to I drawings 160A-Z for standard plate positions. - K -• A-T 170 -293 P-F 344 -1468 ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance T-B 296 -381 F-O 1169 -204 with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing indicates acceptance of proTssionaf engineering responsibility solely for the design shown. The suitability and use of this BB-S 247 -647 O-G 283 -1249 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. S-D 941 -216 G-M 719 -127 Tor more information see this pb's general notes page and these web sites: ITWBCG: wmu+.ilwboa.00m,TP1:ammdpinst orn.SBCA:www.sbcindustmnsam,ICC:maw.iccsafe,orq D-0 323-1391 M-I 1AS -4Fi0 0716078 Ply:1 SEAN:54348/T37/HIPS Q-E 473-2498 I-L 338 -2040 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1231Rfy. 1 FROM:BB DRW: E-P 1523 -327 J-L 275 -469 C8 Wgt:323.4 lbs Page 2 of 2 ... / ... 07/13/16 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracingpper BCSI.Unless noted o"therwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face or truss and position as shown above and on the Joint-DDetails, uless noted otherwise. Refer to drawings 160A-Z for standard plate positions. --• ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing ot trussesA seal on this drawing or cover pagelisting this drawing, indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this pb's general rates page and these web sites: ITWBCG: uwvw.itwbcq•com;TPI:wwwtpinst,ora;SBCA:was s4cindustrv.com..ICC:www,OOsafe.orQ 0716078 Ply:1 SEQN:54352/T51/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123iBI 1 FROM:BB DRW: C9 Wgt:333.2 lbs Page 1 of 2 ... / ... 07/13/16 I 25'11"4 71I0"2 53' I 25'11"4 2ill25'11"4 271412 701 I 13'10"7 I 20'8'12 I2511"4 I1 32'3"4I 391"9 I 45'11"15 I 53' 701 610"5 610"5 5'2"8 526 6105 6'10"5 7'0"1 I =5X7 a6X132 T 12 q IIIL5X4E� ;,/ H 111.5X4 44X8 a 44X8C 0 - I J II 1000.Ji p1.5X4WA� --L IILM V U T' S R Q P o =5X5[36] N .4X8.4X8[14] 1114X5 .4X8[22]w(4X8 j 25812 1 32'3"4 j 1054 I 10'3"6 I 59"4 I 59"4 I 1076 I 106„4 I 2' I 10'54 20'8"12 266" 326"4 426"12 53' I 53 I 2 I 53' Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.148 J 999 360 Max TC CSI: 0.911 V 461 /- /233 /- /152 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.274 J 999 240 Max BC CSI: 0.957 S 3673 /- /1361/- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.036 G - - Max Web CSI: 0.998 N 1279 /- /660 /- /- /5.5 Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.067 G - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:5.30 ft Snow Duration:1.15 WAVE Mfg Specified Camber: V Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 S Min Brg Width Req= 3.5 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 N Min Brg Width Req= 1.5 Bearings S&N are a rigid surface. Lumber Plate Shift Table Purlins Top chord 2x4 HF#2:T1,T2 2x4 HF#1&Bet.: JT Plate Lateral Chord JT Plate Lateral Chord In lieu of structural panels use purlins to brace all flat Maximum Top Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L#2:B1 2x4 HF#2: No Size Shift Bite No Size Shift Bite TC @ 24"OC. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF#2 [14] W4X8 S 1.25 [22] W4X8 S 1.25 :W1,W 3,W4,W 13,W14,W16 2x4 HF Std/Stud: [32] W3X5 S 1.25 [36] W5X5 S 2.75 Wind A-B 107 -185 G-H 324 -846 :W7,W10 2x4 DF-L#1&Bet.: Wind loads based on MWFRS with additional C&C B-C 391 -233 H-I 238 -835 Bracin Loading member design. C-D 1451 -204 I-J 214 -861 g Bottom chord checked for 10.00 psf non-concurrent D-E 1636 -201 J-K 394 -1980 (a)#3 or better scab reinforcement.Same size&80% bottom chord live load applied per IRC-12 section Additional Notes E-F 1585 -129 K-L 124 -189 length of web member.Attach with 10d Box or Gun 301.5. WARNING:Furnish a copyof this DWG to the F-G 207 -24 L-M 48 0 (0.128"x3",min.)nails @ 6"OC. Truss designed for unbalanced snow loads. installation contractor.Special care must be taken Platin Notes during handling,shipping and installation of trusses.See g "WARNING"note below. Maximum Bot Chord Forces Per Ply(lbs) All plates are 3X5 except as noted. Chords Tens.Comp. Chords Tens.Comp. V-U 517 -171 R-Q 177 -166 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! U-T 206 -570 Q-P 1577 183 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T-S 206 -570 P-O 1577 -183 Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building S-R 206 -267 O-N 2039 -325 Component Safety Information,by TPI ancfSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly � attached rigid ceiling. Locations shown forermanent lateral restraint of webs shall have bracin instplled per BCSI sections 03,B7 or B10, f t"' - Maximum Web Forces Per Ply(lbs) as applicable. Appry plates to each faceofptruss and position as shown above and on the JointTletails, unless noted otherwise. Refer to .a.*.. Webs Tens.Comp. Webs Tens. Comp. drawings s 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance A-V 145 -244 R-G 364 -1457 with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing' indicates acceptance of pro7essionaf engineering responsibility solely for the design shown. The suitftility and use of triis V-B 193 -441 G-Q 1623 -353 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. B-U 255 -577 Q-H 207 -633 For more information see this job's general notes page and these Heb sites: ITW8CG: ilv o comb TPI:wwwldns_.t orq;_SBCA:wti ns,cindustnhoom.ICC:www.igrsafe oro, 11-C 619 -147 n-.1 228 -10AFt 0716078 Ply:1 SEQN:54352/T51/HIPS C-S 268-1208 J-O 512 -72 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 12342fyy. 1 FROM:BB DRW: E-S 228 -683 O-K 178 -372 C9 Wgt:333.2 lbs Page 2 of 2 ... / ... 07/13/16 S-F 438-2439 K-N 345 -2105 F-R 1507 -349 L-N 257 -420 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing: Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin _installed per BCSI sections B3,B7 or B10, 9&tr as applicable. Apply gc� plates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Ikefer to drawings 160A-Z for standard plate positions. -•----- ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracingof trussesA seal on this drawing or cover panelisting this drawing, indicates acceptance of professional-engineering responsility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: gewit+bog.ogm.TPI:www,tpinst preL SBCA:wwe,sbcindustnv com.ICC:lwew.icosafe.orq 0716078 Ply.1 SEAN:54354/T11/COMN Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-W indwood lot 6 Mas 123W.2 FROM:BB DRW: C10 Wgt:322.0 lbs Page 1 of 2 ... / ... 07/13/16 26'6" 53' I I• 26'6" I- 26'6" 67813'3" 20'1"8 26'6" 32'10"8 397 46'4"8 53' 6'7"8 _I_ 67"8 I 6,10"8 I 6'4"8 I 6'4"8 I 6,10"8 -I_ 6'7"8 I 67"8 F=-5X7 4 p $4X5[15]EG 04X8D ::%'''''''''''...„,„....,......... ....... IPPIP I o W7 in i(a) (a)W6 W8 A HHK3X10 W V U T S CO R Q P 0 N 113X5[36 M 111.5X4[3] =H0308=3X5[14] =4X8[20] =4X8 =5X5[32] 1 20'4"10 1 327"6 F 67"8 _I 678 _I 6'10"8 I 6'4"8 I 6'4"8 I 6'10"8 I 6'7"8 I 67"8I 2' 67"8 13'3" 20'1"8 26'6" 32'10"8 39'9" 46'4"8 53' I' S3 I2 'I 53' Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.170 0 999 360 Max TC CSI: 0.902 W 622 i- /321 /- /156 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.348 0 999 240 Max BC CSI: 0.924 5 2690 /- /1204/- /- /7.8 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.037 F - - Max Web CSI: 0.931 M 1373 /- /716 /- /- /5.5 Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.082 F - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:5.30 ft Snow Duration:1.15 WAVE,HS Mfg Specified Camber: W Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 S Min Brg Width Req= 4.4 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 M Min Brg Width Req= 2.3 Bearings S&M are a rigid surface. Lumber Plate Shift Table Wind Top chord 2x4 HF#2 JT Plate Lateral Chord JT Plate Lateral Chord Wind loads based on MWFRS with additional C&C Maximum Top Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2:B2 2x4 HF SS: No Size Shift Bite No Size Shift Bite member design. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud [3] W1.5X4 S 2.25 [14] W3X5 2.75 R 1.50 :W6,W7,W8,W9,W10,W11,W122x4HF#2: [15] W4X5 S 1.25 [20] W4X8 S 1.25 Additional Notes A-B 254-1029 G-H 358 -1222 :W16 2x4 DF-L Std/Stud: [32] W5X5 S 1.25 [36] W3X5 S 3.00 WARNING:Furnish a copy of this DWG to the B-C 126 -446 H-I 338 -1260 Bracing Loading installation contractor.Special care must be taken C-D 712 -77 I-J 460 -1920 during handling,shipping and installation of trusses.See D-E 824 -69 J-K 510 -2364 (a)Continuous lateral restraint equally spaced on Bottom chord checked for 10.00 psf non-concurrent "WARNING"note below. E-F 240 -380 K-L 48 0 member. bottom chord live load applied per IRC-12 section F-G 248 -452 301.5. Plating Notes Truss designed for unbalanced snow loads. All plates are 3X5 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. W-V 198 -147 R-Q 1114 -119 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! V-U 924 -159 Q-P 1745 274 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS U-T 337 -148 P-O 1745 -274 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building T-S 337 -148 O-N 2186 -391 Component Safety Information,by TPI ancaSBCA)for safety practices prior to performing these functions. Installers shall provide temporaryS-R 558-1292 N-M 79 -14 bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propey _ - attached rigid ceiling Locations shown forfpermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10 r 810 as applicable. Apply plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to +o.... Maximum Web Forces Per Plylbs drawings 160A-Z for standard plate positions. --- (lbs) ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance Webs Tens.Comp. Webs Tens. Comp. with ANSITTPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page,listing this drawing., acceptance of prolessionar engineering responsibility solely for the design shown. The suitability and use of this A-W 203 -577 R-G 319 -1213 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. A-V 835 -128 G-Q 674 -112 For more information see this job's general notes page and these web sites:ITWBCG: wwe,itwbce,com,TPI:wnwipinst orq_SBCA:www.sbcindustm,com:_ICC:waw.iccsafe.orq V-R 177 -16 O-I 210 -1:176 0716078 Ply.1 SEQN:54354/T11/COMN B-U 254 -708 I-O 355 -34 W indwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W..2 FROM:BB DRW: U-C 491 -105 O-J 142 -491 C10 Wgt:322.0 lbs Page 2 of 2 ... / ... 07/13/16 C-S 275-1088 J-N 112 -134 S-E 447-1876 N-K 2108 -373 E-R 1398 -298 K-M 417 -1330 F-R 60 -251 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide tempora bracing per BCS!.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper)y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing_installed per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to �... drawings 160A-Z for standard plate positions. ... ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: twaw,itwbE9,ggm;TPl:w.w+toinst ors;SBCA:www.sbcindustrv&omj ICC:www,iccsafe ora 0716078 Ply:1 SEQN:54373/T33/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1230N6,. 1 FROM:BB DRW: C11 Wgt:330.4 lbs Page 1 of 2 ... / ... 07/13/16 I 21'11'8 123'" 49'0"4 I 21'11"8 1',8 2811"4 I 66''5"8 I 930"31 1, 61'61'09"5 i 258 121 38 258288 I 365'110153 I 64053 I 4790014 i EWA X71 0a4X8 /F 11 i \X J 03X50 E .,Ki3X5 03X5[10 _ ,/ .SS0514 �•• -- 11111111111 \3X10(38] 4X12(87R Aj�I L TS m X V Om6X80 !4X8(11)62 H0308 a X10 p 3X5 a3X 0(281`-!HH0312 a 3X5 11',1100144 4'7'4 I 10'3"8 I 5'9"4 I 574 4 I 10'3"8 10'5"4 6'S"8 16'9" 22'6.4 28'3"8 38'7" I 1054 2 1'dl 49'0.4 ,',0'4472" I 2' I 49'0"4 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.526 I 999 360 Max TC CSI: 0.976 A 2422 /- /964 /- /136 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.973 I 602 240 Max BC CSI: 0.965 0 2472 /- /1076/- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.149 0 - - Max Web CSI: 0.931 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.275 0 - - Creep Factor:1.5 A Min Brg Width Req= NCBCLL:10.00 Soffit:2.00 C&C Dist a:4.90 ft Snow Duration:1.15 WAVE,18SS,HS Mfg Specified Camber: 0 Min Brg Width Req= 4.1 Load Duration:1.15 I:1.0 GCpi:0.18 Bearing 0 is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Plating Notes Loading Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 HF#1&Bet.:T3 2x4 HF#2: All plates are 1.5X4 except as noted. Bottom chord checked for 10.00 psf non-concurrent :T5 2x4 DF-L#1&Bet.: bottom chord live load applied per IRC-12 section A-B 1351 -6272 H-I 962 -4291 Bot chord 2x4 HF#1&Bet.:B1 2x4 DF-L#1&Bet.: Plate Shift Table 301.5. B-C 1288-5738 I-J 881 -4299 :B2 2x4 HF#2: JT Plate Lateral Chord JT Plate Lateral Chord Truss designed for unbalanced snow loads. C-D 785-3525 J-K 857 -4325 9 Webs 2x4 HF#2 No Size Shift Bite No Size Shift Bite D-E 809-4011 K-L 967 -5115 :W2,W3,W8,W11 2x4 DF-L#1&Bet.: [10] W3X5 1.50 R 1.25 [11] W4X8 3.25 L 1.25 Purlins E-F 833-3985 L-M 124 -209 :W4,W5,W14,W15,W17 2x4 HF Std/Stud: [28] W 3X10 S 1.25 [38] W 3X10 5.25 R 1.25 F-G 898-3985 M-N 48 0 :W16 2x4 DF-L 2400f-2.OE: In lieu of structural panels use purlins to brace all flat Bracin Hangers/Ties 9 TC @ 24"OC. G-H 790-3302 (a)#3 or better scab reinforcement.Same size&80% (J)Hanger Support Required,by others Wind Maximum Bot Chord Forces Per Ply(lbs) length of web member.Attach with 10d Box or Gun Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens.Comp. (0.128"x3",min.)nails @ 6"OC. member design. A-W 5859-1186 S-R 3311 -470 X-V 179 -41 R-Q 4696 -766 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! V-U 3735 -602 Q-P 4696 766 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS U-T 3735 -602 P-O 4769 -839 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building T-S 3288 -457 Component Safety Information,by TPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properfyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingc�installed per BCSI sections B3,B7 or B10, 158 Maximum Web Forces Per Ply(Ibs) as applicable. Apply plates to each face of"truss and position as shown above and on the Joint-Details, unless noted otherwise. F2efer to drawings 160A-Z for standard plate positions. .a.,." Webs Tens.Comp. Webs Tens. Comp. ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance B-W 327 -18 G-S 434 -145 with ANSI/IPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pa3elisting this drawing indicates acceptance of professional-engineering responsibility solely for the design shown. The suitability and use of this W-X 19 0 S-H 197 -382 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI T-Sec.2. W-C 2338 -580 H-R 1405 -307 For more information see this lob's general rates page and these web sites:ITWBCG 6 ,lbsbca.CQm;,TPI:wwwtoinsLora:SBCA:www sitcindustrv.comj ICC:wew.iccsafe.ora W-V 3478 -581 R-I 193 -571 0716078 Ply:1 SEQN:54373/T33/HIPS C-V 211 -687 R-K 194 -875 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1234:1 : 1 FROM:BB DRW: V-D 120 -774 K-P 375 -22 C11 Wgt:330.4 lbs Page 2 of 2 ... / ... 07/13/16 D-T 125 -116 P-L 151 -103 Additional Notes F-T 200 -596 L-O 902 -5055 WARNING:Furnish a copy of this DWG to the T-G 868 -213 M-O 254 431 installation contractor.Special care must be taken during handling,shipping and installation of trusses.See "WARNING"note below. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 - as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSVTPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing' indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI TSec.2. For more information see this job's general notes page and these web sites: ITWBCG: mow.itwlzal.cAmLTPI:wawtpinst,.,ra 5BCA:w.wv.sbcLndustrv.c rs ICC:www.iccsafe.ora 0716078 Ply:1 SEQN:54367/T16/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123Q1tyy. 1 FROM:BB DRW: C12 Wgt:301.0 lbs Page 1 of 2 ... / ... 07/13/16 19'11"8I 251" I I 49'0"4 19'11"8 5'1"8 2311"4 I• 6'6"6 6'6"6 12'0"15 19'11"8 25'1" 32'11"9 40'10"3 400"4 I 5'6"9 I 7'10"9 I 5'1"8 FF I 710"9 I T10"9 I 8.21 �� F L/Vp'1� G 7 I12 4 p- ,,,, �` E 4X8=3X5 Hl3X5l4X8 3X5[10 D _/ 7)( •••••"'"'''' T1 D - 111 5X4g ""__- W10 - Jl3X10[36] 03X12(83.A,„,::... � _ �s 11 11 A1111 /v a\K 111.5L4 V T O r6X:M 111.5X4 3X10[11]62 �H0308 3X5 3X5 =3X5 vH0312 B4 1 1'10" 4'8"2 10'2"10 5'9"4 5'9"4 10'2"10 10'6"2 1'10 4 6'6"fi I I I I I 167 22'6"4 28'3"8 38'6"2 49'0"4 j 2 1'10"4 49'0"4 11 '10)4 47,2" I 2-I I 49'0"4 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.460 P 999 360 Max TC CSI: 0.942 A 2358 /- /961 /- /125 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.867 P 677 240 Max BC CSI: 0.971 M 2418 /- /1073/- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.147 K - - Max Web CSI: 0.984 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.276 K - - Creep Factor:1.5 A Min Brg Width Req= NCBCLL:10.00 Soffit:2.00 C&C Dist a:4.90 ft Snow Duration:1.15 WAVE,18SS,HS Mfg Specified Camber: M Min Brg Width Req= 4.0 Load Duration:1.15 I:1.0 GCpi:0.18 Bearing M is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Lumber Plate Shift Table Purlins Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 DF-L 2400f-2.0E:T1 2x4 HF#1&Bet.: JT Plate Lateral Chord JT Plate Lateral Chord In lieu of structural panels use purlins to brace all flat :T3 2x4 HF#2: No Size Shift Bite No Size Shift Bite TC @ 24"OC. A-B 1326-6093 G-H 892 -4008 Bot chord 2x4 DF-L#1&Bet.:B2 2x4 HF#2: [10] W3X5 1.50 R 1.25 [11] W3X10 5.00 L 1.25 B-C 1262 -5565 H-I 994 -4855 :B3 2x4 DF-L#2::B4 2x4 HF#1&Bet.: [36] W 3X10 5.25 R 1.25 Wind C-D 776-3474 I-J 981 -4987 Webs 2x4 HF#2 Wind loads based on MWFRS with additional C&C D-E 790-3398 J-K 142 -257 :W2,W3,W7,W10 2x4 DF-L#1&Bet.: Hangers/Ties member design. E-F 826-3695 K-L 48 0 :W4,W13,W15 2x4 HF Std/Stud: (J)Hanger Support Required,by others :W14 2x4 DF-L 2400f-2.0E: F-G 805-3285 Additional Notes Loading copy Maximum Bot Chord Forces Per Ply(lbs) Bracing WARNING:Furnish a of this DWG to the Bottom chord checked for 10.00 psf non-concurrent installation contractor.Special care must be taken (a)#3 or better scab reinforcement.Same size&80% Chords Tens.Comp. Chords Tens.Comp. length of web member.Attach with 10d Box or Gun bottom chord live load applied per IRC-12 section during handling,shipping and installation of trusses.See (0.128"x3",min.)nails @ 6"OC. 301.5. "WARNING"note below. A-U 5690-1162 Q-P 3333 -526 Truss designed for unbalanced snow loads. V-T 177 -40 P-O 4328 -744 T-S 3643 -602 O-N 4328 -744 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! S-R 3643 -602 N-M 4756 -844 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS R-Q 3223 -480 Trusses require extreme care in fabricating hanndling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBC:A)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Ottherwise,top chord shall have properfyattached structural sheathing and bottom chord shall have a progeny Maximum Web Forces Per Ply(lbs) attached g1id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, ilitl}�48 Webs Tens.Comp. Webs Tens.Comp. as applical3le. Apply plates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. F2efer to NIX:A,- drawings 160A-Z for standard plate positions. ...„.... B-U 325 -16 F-Q 422 122 ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance U-V 23 0 Q-G 173 -372 with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover palelisting this drawing' indicates acceptance of profssional"engineering responsibility solely for the design shown. The suitability and use of tills U-C 2238 -563 G-P 1009 -180 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI t Sec.2. U-T 3389 -569 P-H 252 -1044 For more information see this job's general notes page and these web sites:ITWBCG: www.itwbw carte'.TPI:wwetninst.org;SBCA:www shsindustrv.com;.ICC:www iccsafe,ora C-T 298 -A4(1 H-N 477 -79 0716078 Ply:1 SEQN:54367/T16/HIPS T-E 125 -612 N-J 163 -235 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123Qfy. 1 FROM:BB DRW: E-R 164 -442 J-M 891 -4984 C12 Wgt:301.0 lbs Page 2 of 2 ... / ... 07/13/16 R-F 512 -88 K-M 268 -475 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or B10, 9 - as applicable. Applplates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to h'`_ drawings 160A-Z for standard plate positions. .a............... .. ITW Building Components Group Inc.shall not be responsible fpr any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/IPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover palelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 11Sec.2 . For more information see this job's general notes page and these web sites: ITWBCG: wNw.itwbcq con TPC wow iminstarat SBCA:w.yv,sbcindustrv.corn ICC:wNw.icssafe grQ 0716078 Ply:1 SEQN:54381/T17/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123t13Ty: 1 FROM:BB DRW: C13 Wgt:303.8 lbs Page 1 of 2 ... / ... 07/13/16 I 17'11"8 _I 271" I 49'0.4 I 1711"8 9'1"8 21'11"4 I 3'4"9 I 107"3 I 1T11"8 I 22'6"4 I 271" I 34'5"5 I 417"15 I 49'0"4 ]3'4"9 72"9 7'4.5 4'612 4.6"12 7'4"5 7'2"9 7'4"5 T niDT 9 IE T2 F7 4 12 li 5X1Z - 1\ T3 .4X8[13 O - G � / 13X78 .SS0719B ---_ `(a) ,a) 11.5X4 = W 12 I .4X12(B7R A .:. WS la) (a) T.' 12X4 13 U Si\ J((yyl))fiXB 16 'T[- V T 02 R 0 P O N M L 111.5X4 .3X10[12] .H0305 3X10 .3X10 .H0308 .5X7[35] 113X5(39] 1'10"4 7'4"5 7'4"5 9'1"8 7'4"5 7'2"9 7'4"5 1 ri'0 41,4 I9 1073 I 17'11"8 I 27'1" I 34'5"5 -I 41'7"15 I 49'0"4 '3'2"13 11'10'2"I13 49'0"4 11:11004793 '10 41'4'5 457 7 I I 49'0"4 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.475 0 999 360 Max TC CSI: 0.990 A 2296 /- /956 /- /108 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.912 0 643 240 Max BC CSI: 0.958 K 2226 /- /985 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.129 J - - Max Web CSI: 0.942 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.247 J - - Creep Factor:1.5 A Min Brg Width Req= NCBCLL:10.00 Soffit:2.00 C&C Dist a:4.90 ft Snow Duration:1.15 WAVE,18SS,HS Mfg Specified Camber: K Min Brg Width Req= 2.4 Load Duration:1.15 I:1.0 GCpi:0.18 Bearing K is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Plating Notes Loading Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L 2400f-2.0E:T2 2x4 HF#2: All plates are 3X5 except as noted. Bottom chord checked for 10.00 psf non-concurrent :T3 2x4 DF-L#1&Bet.: bottom chord live load applied per IRC-12 section A-B 1304-6272 F-G 856 -3666 Bot chord 2x4 DF-L#2:B1 2x4 DF-L#1&Bet.: Plate Shift Table 301.5. B-C 1317-6008 G-H 964 -4504 :B2 2x4 HF#2: JT Plate Lateral Chord JT Plate Lateral Chord Truss designed for unbalanced snow loads. C-D 802-3432 H-I 948 -4602 Webs 2x4 HF#2 No Size Shift Bite No Size Shift Bite D-E 806-3134 I-J 982 -4930 :W5,W12,W14,W16 2x4 HF Std/Stud: 12 W 3X10 S 1.25 [13] W4X8 3.41 L 1.25 Purlins [ ] E-F 857-3362 Bracing [35] W5X7 S 1.25 [39] W3X5 S 3.00 In lieu of structural panels use purlins to brace all flat (a)#3 or better scab reinforcement.Same size&80% Hangers/Ties TC @ 24"OC. Maximum Bot Chord Forces Per Ply(lbs) length of web member.Attach with 10d Box or Gun (J)Hanger SupportRequired,by Chords Tens.Comp. Chords Tens. Comp. (0.128"x3",min.)nails @ 6"OC. 9 others Wind Wind loads based on MWFRS with additional C&C A-U 5917-1158 P-O 3287 568 member design. V-T 56 -11 O-N 4254 786 U-S 5860-1147 N-M 4254 -786 T-R 223 -46 M-L 4643 -870 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! R-Q 3480 -634 L-K 162 55 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Q-P 3480 -634 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Maximum Web Forces Per Ply(lbs) attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10 Webs Tens.Comp. Webs Tens.Comp. as applicable. Appry plates to each face of truss and position as shown above and on the Jointetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. V-U 124 -35 E-O 303 182 ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance B-S 176 -247 F-0 693 -141 with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,listing this drawing,indicates acceptance of proossionaf engineering responsibility solely for the design shown. The suitability and use of this S-T 118 -86 0-G 245 -1120 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. S-R 3369 -614 G-M 328 -48 For more information see this job's general notes page and these web sites: ITWBCG: Hwa itwbcg,com;TPI:w.wvjpinst ore,SBCA:wµv.sbcindus ,comJCC:anw.iccsafe.orq S-r 7199 -550 M-I 171 -415 0716078 Ply:1 SEQN:54381/T17/HIPS R-C 186 -780 I-L 144 -340 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1230 r 1 FROM:BB DRW: C-P 116 -464 L-J 4481 -822 C13 Wgt:303.8 lbs Page 2 of 2 ... / ... 07/13/16 P-D 628 -138 J-K 506 -2172 Additional Notes P-E 124 -485 WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping and installation of trusses.See "WARNING"note below. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinghandling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid R ceiling Locations shown forpermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Jorntetails , unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. �M �f....... ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handlingshipping,installation and bracing of trusseSAseal on this drawing or cover pagelisting this drawing indicates acceptance of proessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI' Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: wwwitwbbaser,TPI:wwwtoinst oro;SBCA:wMw,sWndustrv.com;,ICC:wmw.iccsafe erg 0716078 Ply 2 SEQN:54406/T1/HIPM Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 12306r. 1 FROM:BB DRW: D Wgt:147.0 lbs ... / ... 07/13/16 s 5 2 Complete Trusses Required 7'11"4i 24'10"12 7'11"4 16'11"8 3'11"10 ' 7'11"4 I 13711 I 19'2"5 i 24'10"12 3'11"10 3'11"10 5'8"7 5'6"11 5'8"7 t2 c,44-1 7 I 1111.5X4 ‘-_-_-,=3X5[14] T 4 p E m m F .3X10. 11 1.5X4 C W 03X7 -. u Il8XA10(E5)B co 1 �I . 111 211 K J'H0715 I 1113X5 a3X5 =4X5[151 1 7'11"4 I 5'8"7 I 5'6"11 I 597 7'11"4 137"11 19'2"5 24'10"12 24'10"12 II 24'10"12 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Def[/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.217 E 999 360 Max TC CSI: 0.855 A 4170 /26 /5 /- /- /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.440 E 679 240 Max BC CSI: 0.945 H 2960 /48 /4 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL): 0.035 H - - Max Web CSI: 0.917 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.070 H - - Creep Factor:1.5 A Min Brg Width Req= 3.4 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE,HS Mfg Specified Camber: H Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing A is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Lumber Special Loads Purlins Maximum Top Chord Forces Per Ply(lbs) Topchord 2x4 HF#1&Bet.:T2 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) In lieu of structural panels use purlins to brace all flat Bot chord 2x6 HF#2 TC-From 371 plf at 0.00 to 371 plf at 7.94 TC @ 24"OC. A-B 50-4196 D-E 45 -3298 Webs 2x4 HF Std/Stud:W7 2x4 HF#2: TC-From 36 plf at 7.94 to 36 plf at 24.90 B-C 45-4071 E-F 45 -3298 :Lt Slider 2x4 HF#2:BLOCK LENGTH= 1.500' BC-From 14 plf at 0.00 to 14 plf at 7.95 Wind C-D 30-3584 F-G 32 -2179 BC-From 7 plf at 7.95 to 7 plf at 24.90 Wind loads and reactions based on MWFRS. Nailnote BC- 802 lb Conc.Load at 7.95 Nail Schedule:0.120"103",min.nails BC- 319 lb Conc.Load at 10.00,12.00,14.00,16.00 Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(lbs) Top Chord:1 Row @ 5.25"o.c. 18.00,20.00,22.00,24.00 Chords Tens.Comp. Chords Tens.Comp. Bot Chord:1 Row @ 7.00"o.c. Plate Shift Table A-K 3724 -41 J-I 2246 -34 Webs :1 Row @ 4"o.c. K-J 3258 -28 I-H 9 0 Use equal spacing between rows and stagger nails JT Plate Lateral Chord JT Plate Lateral Chord in each row to avoid splitting. No Size Shift Bite No Size Shift Bite 4"o.c.spacing of nails perpendicular and parallel to [14] W3X5 S 1.25 [15] W4X5 1.75 L 1.25 Maximum Web Forces Per Ply(lbs) grain required in area over bearings greater than 4" Webs Tens.Comp. Webs Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! C-K 20 -459 J-F 1217 12 **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS K-D 600 0 F-I 19 733 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building D-J 155 -19 I-G 2495 -37 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary J-E 12 -182 G-H 23 -1276 bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections 03,137_or B10 It�� as applicable. Applplates to each face ofptruss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to' i l+i - drawings 160A-Z for standard plate positions. ...•._.._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing, indicates acceptance of prooessionar engineering responsibility solely for the design ANSI/TPI For more information see this lob's general notes page and these web sites: ITWBCG: .itwbcg com;TPI:wnw,pinst org.SBCA:y,wn.sbcindustrvuom.ICC:wvw.icosafe.ors 0716078 Ply:1 SEQN:54402/T14/HIPM Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W 1 FROM:BB DRW: D1 Wgt:140.0 lbs ... / ... 07/13/16 I 9'11"4 I 24'10"12 I 911"4 14'11"8 4'11"10 9'11"4 17'3"4 24'10"12 I- 4't 1"10 I 4'11"10 I_ 7'4" I 7'7"8 CdW 1"g Ill 5X4 E 4 12 / m I m m T2 m m =3X7- I I2 ¢ I 03X58 W w i (a) T' W5 v '� NI1 SX4A 7 (a) SIN - m I 1 J I I H G IN3X =4X5[2] -3X5 -3X5 a3X10[13] 911"41 7'4" 77"8 I 9'11"4 17'3"4 24'10"12 I 2410"12 I 24'10"12 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.106 I 999 360 Max TC CSI: 0.992 J 1059 I_ /483 /- /54 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.217 I 999 240 Max BC CSI: 0.778 F 1059 /4 /444 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.031 F - - Max Web CSI: 0.823 Wind reactions based on MWFRS Des Ld:42.00 MW FRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.064 F - - Creep Factor:1.5 J Min Brg Width Req= 1.7 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: F Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing J is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2:T2 2x4 DF-L#2: Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 62 -150 C-D 319 -1567 Webs 2x4 HF Std/Stud:W5,W7 2x4 HF#2: 301.5. B-C 390-1817 D-E 318 -1564 Truss designed for unbalanced snow loads. Bracing Maximum Bot Chord Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Purlins Chords Tens.Comp. Chords Tens. Comp. member. In lieu of structural panels use purlins to brace all flat -401 Plate Shift Table TC @ 24"OC. 6 I-H 1666 -401 G-F 16 19 -3 JT Plate Lateral Chord JT Plate Lateral Chord Wind No Size Shift Bite No Size Shift Bite Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs) [2] W4X5 2.00 L 2.50 [13] W3X10 3.50 R 1.25 member design. Webs Tens.Comp. Webs Tens.Comp. Right end vertical not exposed to wind pressure. A-J 95 -186 C-G 94 -285 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! J-B 416-1891 D-G 149 626 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS B-I 169 -295 G-E 1735 354 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building I-C 301 -25 E-F 214 -1011 Component Safety Information,by TPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o"therwise,top chord shall have properfyattached structural sheathing and bottom chord shall have a propefty attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingc1 Installed per BCSI sections B3,B7 or B10 RU11t5 �• -•- as applicable. Apprplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' l_'. •...v.-0— drawings 160A-Z for standard plate positions. -. -."--.- ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page,listing this drawing, indicates acceptance of prooessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI tSec.2. For more information see this job's general notes page and these web sites: ITWBCG: awe.itwtico,comi,JPI:wwnldnstorcLSBCA:anon sbcindustrv,gm,ICC:y+yw safe.ora 0716078 Ply:1 SEQN:54399/T56/COMN W indwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123tt'H r 1 FROM:BB DRW: E Wgt:161.0 lbs Page 1 of 2 ... / ... 07/13/16 1 311'4 I 10'11"4 I 12'11'4 I 25'10'12 I 311'4 7' 2' 1211"8 E3'71"4 7'5'4 10'11"4 72'11'4 19'10' 2510"12 . 3'11"4 I 3'6' I 3'6' I 2' I 6'10'12 I 6'0'12 I 12 MEM 11.5X4 4 p p 1'7 3X5[11] H m4X8 C 1 E .•4X5F $ T T 43X5c �r' 13X10(E5) W8 T A r' In _� 6X,e I N M K a.3X5]10] mo3X10 11 11 1 1 111 L 3 11.5X4 14-3'2"12 1 22'8' 1 I„2, I 311'4 I 7' I 8'10'12 6'0'12 311'4 10'11.4 19'10" I 251,712 I 1910"I--2' I 910 I 25:10" I 6'0'12 I 25'1012 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.142 F 999 360 Max TC CSI: 0.917 B 143 /358 /- /- /- /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.291 F 933 240 Max BC CSI: 0.695 Q 1859 /- /10 /0 /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.058 J - - Max Web CSI: 0.982 J 915 /1 /- /- /- /- Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.119 J - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: B Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 0 Min Brg Width Req= 2.7 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 J Min Brg Width Req= - Lumber Bearings B&0 are a rigid surface. Special Loads Loading Top chord 2x4 HF#2 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Bottom chord checked for 10.00 psf non-concurrent Maximum Top Chord Forces Per Ply(lbs) Bot chord 2x6 HF SS:B2 2x4 HF#2: TC-From 71 plf at -2.00 to 71 plf at 3.94 bottom chord live load applied per IRC-12 section Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud:W6 2x4 HF#2: TC-From 36 plf at 3.94 to 36 plf at 6.00 301.5. :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.500' TC-From 71 plf at 6.00 to 71 plf at 10.94 A-B 38 -4 E-F 0 -2306 TC-From 71 plf at 10.94 to 71 plf at 12.94 Purlins B-C 492 0 F-G 0 -2354 Plate Shift Table TC-From 71 plf at 12.94 to 71 plf at 25.90 In lieu of structural panels use purlins to brace all flat C-D 508 -1 G-H 15 -1813 JT Plate Lateral Chord JT Plate Lateral Chord BC-From 4 plf at -2.00 to 4 plf at 0.00 TC24"OC. No Size Shift Bite No Size Shift Bite BC-From 14 plf at 0.00 to 14 plf at 3.95 co D-E 454 0 H-I 18 -1792 [10] W3X5 S 1.25 [11] W3X5 2.75 L 1.25 BC-From 7 plf at 3.95 to 7 plf at 6.00 Wind BC-From 14 plf at 6.00 to 14 plf at 19.83 Maximum Bot Chord Forces Per Ply(lbs) Hangers/Ties BC-From 14 plf at 19.83 to 14 plf at 25.90 Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens.Comp. BC- 249 lb Conc.Load at 3.95 Right end vertical not exposed to wind pressure. (J)Hanger Support Required,by others BC- 129 lb Conc.Load at 6.00 B-N 0 -921 M-K 1948 -17 N-M 1223 -21 L-J 28 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Maximum Web Forces Per Ply(lbs) **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Webs Tens.Comp. Webs Tens. Comp. Trusses require extreme care in fabricating,_handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporaryD-N 19 -383 H-K 64 -543 bracing per BCSI.Unless noted otherwise,top chord shall have propery attached structural sheathing and bottom chord shall have a propey attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinccLLinstalled per BCSI sections p3,137_,.or B10 tf N-E 20-1802 K-L 105 o as applicafila. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. efer to' _< E-M 1208 0 K-I 1926 -19 drawings 160A-Z for standard plate positions. .. ' F-M 7 -785 K-J 0 -30 ITW Building Components Group Inc.shall not be responsible fpr any deviation from this drawing,any failure to build the truss in conformance M-G 501 0 I-J 25 -865 with ANSI/T 11,or for handling shipping,installation and bracingof trussesA seal on this drawing or cover pagelisting this drawing' indicates acceptance of proTessionaF engineering responsibility solely for the design shown. The suitability and use of this G-K 2 -144 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this lob's general notes page and these web sites: ITWBCG ewra.iMhca,corn TPI:waw toinst ora,SBCA:waw sbcindustry comb ICC:uw,wiccsafe orq 0716078 Ply:1 SEQN:54399/T56/COMN Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123QI r. 1 FROM:BB DRW: E Wgt:161.0 lbs Page 2 of 2 ... / ... 07/13/16 Additional Notes Negative reaction(s)of-358#MAX.from a non-wind load case requires uplift connection.See Maximum Reactions. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propery attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10, ;. as applicaBle. Applplates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. - •-- ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI 1,or for handlingshipping,installation and bracingof trussesA seal on this drawing or cover page•listing this drawing, indicates acceptance of proessional engineering responsibility solely for the design shown. The suitability and use of ts drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 7 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG:vww.itmbc,rmm•TPI:wowvtpinst orn.SBCA:wmw.sbcinduntmoon_ICC:vww.icceafe,orq_ 0716078 Ply 1 SEQN:54394/T34/COMN Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1231:1) : 1 FROM:BB DRW: El Wgt:162.4 lbs ... / ... 07/13/16 5.11•'4 1211"4 14'11"4 25'10"12 I 5'11"4 I T I s' I 10'11.8 I 1 3'2'12 I 5'11"4 I 12'11"4 1 14'11'4 I 1910" I 25'10'12 I 3'2'12 2'8"8 4'10"12 6'0"12 r o r l gis.1'9 I 11.06X4 IT 4 12 i.9I/4%5C B /3X56 W6 .NiN N M as 1 I 113X5[3] ,`3X5 =3X517] 03X10[14] it 1 e r 1 K 117 1 11.524 37•12 --1 22.8' 1 I-2, I 3212 I 28••8 I T I 6.10"12 6'0••12 3'2'12 5'114 12'11'4 19'10" I 25'10'12 I 2 I 19'10" -I 25'10"12 I 6.0"12 I 25'10'12 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.117 E 999 360 Max TC CSI: 0.993 0 -456 /456 /14 /- /54 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.248 E 999 240 Max BC CSI: 0.540 N 1735 /1 /749 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:11 FT/RT:2(0)/4(0) HORZ(LL):0.042 I - - Max Web CSI: 0.824 I 989 /1 /368 /- /- /- Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.089 I - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: 0 Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 N Min Brg Width Req= 2.5 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 I Min Brg Width Req= - Bearings 0&N are a rigid surface. Lumber Loading Additional Notes Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Negative reaction(s)of-456#MAX.from a non-wind Maximum Top Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section load case requires uplift connection.See Maximum Chords Tens.Comp. Chords Tens.Comp. Webs 2x4 HF Std/Stud:W6 2x4 HF#2: 301.5. Reactions. Plate Shift Table Truss designed for unbalanced snow loads. A-B 57 0 E-F 386 -1969 B-C 1174 -273 F-G 262 -1449 JT Plate Lateral Chord JT Plate Lateral Chord Purlins C-D 64 -331 G-H 260 -1435 No Size Shift Bite No Size Shift Bite In lieu of structural panels use purlins to brace all flat D-E 354-1891 [3] W3X5 S 3.00 [7] W3X5 2.00 R 1.25 TC @ 24"OC. [14] W3X10 S 1.25 Maximum Bot Chord Forces Per Ply(lbs) Hangers/Ties Wind Chords Tens.Comp. Chords Tens. Comp. (J)Hanger Support Required,by others Wind loads based on MWFRS with additional C&C member design. 0-N 9 -133 L-J 1524 -320 Right end vertical not exposed to wind pressure. N-M 117 -911 K-I 17 2 M-L 417 -138 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Web Forces Per Ply(lbs) Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Webs Tens.Comp. Webs Tens. Comp. Component Safety Information,by TPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted 0ytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper)V B-O 462 -75 L-F 635 114 attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingc�installed per BCSI sections B3,B7 or B10, u# - . as applicable. Apiary plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to B-N 292-1116 F-J 68 -174 drawings 160A-Z for standard plate positions. .a.-.. N-C 352-1466 G-J 114 584 ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance C-M 1561 -284 J-K 105 0 with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagolisting this drawing, indicates acceptance of proTessional engineering responsibility solely for the design shown. The suitability and use of this M-D 200 -893 J-H 1617 -293 drawing for any structure jos the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. D-L 1569 -276 J-I 2 -18 For more information see this job's general notes page and these Heb sites: ITWBCG:miw.ibMsiai corn;TPI:msw,tanst org,SBCA:wmcsbcindustrv.com:ICC:www fe.ora F-L 929-1021 H-I 17R -944 0716078 Ply:1 SEQN:54390/T18/COMN Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1230:)fy. 1 FROM:BB DRW: E2 Wgt:168.0 lbs ... / ... 07/13/16 7.1114 14'11"416.11'4 25'10112 I 711.4 I 7 l 2. ! 8.11.8 I 3'2'12 7'11'4 14'11'4 16'11'4 19'10" 25'10'12 I 33:22:122 4.8.8 I T l 2' I 2'10'12 I 6.0112 E 1••y 1.5X4 -I3' r m4X4 T 4 12' Cat F1'1"9 I .. /5X7•. s s s /bxsa /3X38 ' W6 I �� B m as* _. 6X8 113X5[2] =305 m30516] a3X10 1 3 113X•H 11.504 16-3.2.12 j 228' .j I 33'2'1'z'122 ;181"'? I I r I 4.10112 I 6'012 4 14'11"4 19'10 25'10'12 I 19'10" I 25'10112 79'10" 6'0"12 I 25.10112 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Deft/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed:120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.088 D 999 360 Max TC CSI: 0.958 N -313 /313 /16 /- /54 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.190 D 999 240 Max BC CSI: 0.436 M 1551 /5 /689 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.033 H - - Max Web CSI: 0.753 H 1001 /2 /382 /- /- /- Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.072 H - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: N Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 M Min Brg Width Req= 2.2 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 H Min Brg Width Req= - Bearings N&M are a rigid surface. Lumber Loading Additional Notes Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Negative reaction(s)of-313#MAX.from a non-wind Maximum Top Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section load case requires uplift connection.See Maximum Chords Tens.Comp. Chords Tens.Comp. Webs 2x4 HF Std/Stud:W6 2x4 HF#2: 301.5. Reactions. Truss designed for unbalanced snow loads. A-B 724 -219 D-E 363 -1738 Plate Shift Table B-C 193 -955 E-F 242 -1193 JT Plate Lateral Chord JT Plate Lateral Chord Wind C-D 328-1644 F-G 240 -1182 No Size Shift Bite No Size Shift Bite Wind loads based on MW FRS with additional C&C [2] W3X5 S 3.00 [6] W3X5 2.00 R 1.25 member design. Maximum Bot Chord Forces Per Ply(lbs) Purlins Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels use purlins to brace all flat N-M 8 -141 K-I 1268 -286 TC@24"OC. M-L 29 -501 J-H 17 -1 L-K 910 -260 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Maximum Web Forces Per Ply(lbs) **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Webs Tens.Comp. Webs Tens.Comp. Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary A-N 321 -100 K-E 786 -157 bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly A-M 216 -676 E-I 70 -203 attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or B10 as applica e. Applplates to each face oftruss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to' M-B 349-1351 F-I 106 -546 drawings 160A-Z for standard plate positions. - B-L 1477 -299 I-J 105 0 ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance L-C 142 -488 I-G 1398 -284 with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover paae,listing this drawing' indicates acceptance of pro ssiona engineering responsibility solely for the design shown. The suitability and use of this C-K 815 -139 I-H 1 -18 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI TSec.2. D-K 225 -998 G-H 193 -956 For more information see this job's general notes page and these web sites: ITWBCG: ww,v.itwbws'om,,TPl:w.wvtpinst gro;SBCA:w v¢pinds trmm,ICC:www iccsafe orq 0716078 Ply.1 SEQN:54385/T13/HIPM Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1230:4: 1 FROM:BB DRW: E3 Wgt:137.2 lbs ... / ... 07/13/16 ! 13'11"8 20'11' 13'11"8 I 6'11.8 ! 710"14 13'11"8 20'11" l' 710"14 I 60"10 'l 6.11'8 I 0 MIEN © 11.5X4 E a 12 .4.111:0 wsXa .ono 4X5( )A `i.J 77 H G .F 111.5X4 ..3X5 -305 I 1'10"4 I 6'0'10 I 60"10 I 6'11"8 1 1'10'4 7'10"14 13'11"8 20'11" 1'10"a 2011' I 1'10"4 I 19'0"12 I I 20'11" I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,PI in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.124 I 999 360 Max TC CSI: 0.952 A 895 /- /424 /- /77 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.254 I 980 240 Max BC CSI: 0.710 F 884 /6 /391 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.043 F - - Max Web CSI: 0.805 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.088 F - - Creep Factor:1.5 A Min Brg Width Req= - NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: F Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Loading Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 HF#2:T2 2x4 DF-L#2: Bottom chord checked for 10.00 psf non-concurrent A-B 638-2824 C-D 144 -760 Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section B-C 540-2278 D-E 2 -2 Webs 2x4 HF Std/Stud:W1,W 5,W7 2x4 HF#2: 301.5. Bracing Truss designed for unbalanced snow loads. Maximum Bot Chord Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Purlins Chords Tens.Comp. Chords Tens.Comp. member. In lieu of structural panels use purlins to brace all flat A-I 2632 -743 H-G 1005 -265 Plate Shift Table TC @ 24"OC. J-H 146 -38 G-F 626 -164 JT Plate Lateral Chord JT Plate Lateral Chord Wind Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. [11] W4X8 S 1.25 member design. B-I 178 -14 C-G 127 -523 Right end vertical not exposed to wind pressure. I-J 88 0 G-D 433 -52 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! I-H 916 -247 D-F 226 864 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I-C 1216 -408 E-F 59 247 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building H-C 130 -240 Component Safety Information,byTPI and$BCA)for safety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propery attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracinccj�installed per BCSI sections 83,B7 or B10 T�RSi as applicable. Apprplates to each face oftruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Yiuk ...-- ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing indicates acceptance of pr6tssionaf engineering responsibility solely for the design shown. The suitability and use of tis drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: f hca coin.TPI:wew tpnst,oro:SBCA:wrwysbcindustrv,00m:ICC:www iccsafe,orq 0716078 Ply:1 SEQN:54383/T15/HIPM Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1230fq: 1 FROM:BB DRW: E4 Wgt:144.2 lbs ... / ... 07/13/16 I 15.11.8 l 20.11• l 15'11.8 4'11.8 81014I 15'11.8 I 20'11• 410"14 7010 411.8 G_4X5 IDT-1"9(.4 11X1 12 a 03X10G F .,_ 11.5X4 8 4X5(•)A `_ I T p=-.l: H G •F 11.5X4 =3X5 m3X5 1'10"4 70"10 70.10 4'11.8 1'104 I 8'1014 l 15.11.8 l 20'11" x10.4 20'11• x10.4 l3'0.12 l I 2091• I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.126 I 999 360 Max TC CSI: 0.877 A 895 /- /427 /- /88 /- BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.258 I 967 240 Max BC CSI: 0.731 F 884 /7 /401 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.043 F - - Max Web CSI: 0.849 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usecIPlate Type: HORZ(TL):0.088 F - - Creep Factor:1.5 A Min Brg Width Req= - NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: F Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Lumber Loading Top chord 2x4 HF#1&Bet.:T2 2x4 HF#2: Bottom chord checked for 10.00 psf non-concurrent A-B 649-2885 C-D 100 -604 Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section B-C 551 -2331 D-E 2 -2 Webs 2x4 HF#2 301.5. :W2,W4,W8 2x4 HF Std/Stud: Truss designed for unbalanced snow loads. Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens.Comp. Purlins (a)Continuous lateral restraint equally spaced on In lieu of structural panels use purlins to brace all flat A-1 2697 -777 H-G 1017 -259 member. TC @ 24"OC. J-H 155 -40 G-F 463 -125 Hangers/Ties Wind Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. B-1 161 0 C-G 163 -684 Right end vertical not exposed to wind pressure. I-J 99 0 G-D 496 -72 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! I-H 909 -236 D-F 222 823 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I-C 1256 -432 E-F 42 176 Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building H-C 143 -171 Component Safety Information,by TPI and- BCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly __ attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracincci�installed per BCSI sections B3,B7 or B10 ti as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to' .�, drawings 160A-Z for standard plate positions. ........ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover palelisting this drawing, indicates acceptance of proTssionaf engineering responsibility solely for the design showh. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general rates page and these web sites: ITWBCG: vww.itwticq.com;TPI:www•toinst Org:SBCA:vwwsbcindusttr corm ICC:iw,wiocsafe ora 0716078 Ply:1 SEQN:54410/T24/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-W indwood lot 6 Mas 123W 1 FROM:BB DRW: H Wgt:123.2 lbs ... / ... 07/13/16 7114 126"4 2058 T11"4 4'T' 7'11"4 3'11"10I 7'11"4 I 12'6"4 I 16'5"14 20'5"8 3'11"10 3'11"10 4'7" 3'11"10 I 311"10 T 12 ia5X5I®T �'2Y 1"' --'5X7 4 p ` OM 1 N 1.5X4 D of 165X4 T3 'in 113X10(E3)8 i3X7C H�3X7�3X5(E3) Ii 3X5(E3IN3X10(E3) li me C --- L K Jw4X8("') 82 riiM 1114X5[7] m H0508 I..-2' 1 T11"4 a'7° T11"4 1 7'11.4 12'6"4 20'5"8 I`2' I 20'5.8 20'5'8 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.203 J 999 360 Max TC CSI: 0.942 B 2052 /32 /- /- /- /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.411 J 597 240 Max BC CSI: 0.948 M 1887 /14 /- /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.053 J - - Max Web CSI: 0.490 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.106 J - - Creep Factor:1.5 8 Min Brg Width Req= 3.4 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE,HS Mfg Specified Camber: M Min Brg Width Req= 3.1 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings B&M are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Special Loads Plate Shift Table Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 DF-L#1&Bet.:T2 2x4 HF#2: (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) JT Plate Lateral Chord JT Plate Lateral Chord Chords Tens.Comp. Chords Tens.Comp. :T3 2x4 HF#1&Bet.: TC-From 71 plf at -2.00 to 71 plf at 7.94 No Size Shift Bite No Size Shift Bite A-B 39 -4 E-F 25 -3838 Bot chord 2x6 HF SS:B2 2x6 HF#2: TC-From 36 plf at 7.94 to 36 plf at 12.52 [7] W4X5 S 3.50 B-C 65-4010 F-G 31 -4101 Webs 2x4 HF Std/Stud TC-From 71 plf at 12.52 to 71 plf at 20.46 C-D 58-3941 G-H 64 -3987 :Lt Slider 2x6 HF#2:BLOCK LENGTH= 1.500' BC-From 4 plf at -2.00 to 4 plf at 0.00 Loading D-E 29-4094 H-I 78 -4058 :Rt Slider 2x6 HF#2:BLOCK LENGTH= 1.500' BC-From 14 plf at 0.00 to 14 plf at 7.95 Bottom chord checked for 10.00 psf non-concurrent BC-From 7 plf at 7.95 to 7 plf at 12.51 bottom chord live load applied per IRC-12 section .5. Maximum Bot Chord Forces Per Ply(lbs) Plating Notes BC-From 14 plf at 12.51 to 14 plf at 20.46 301 (**)1 plate(s)require special positioning.Refer to BC- 802 lb Conc.Load at 7.95,12.51 Chords Tens.Comp. Chords Tens.Comp. scaled plate plot details for special positioning BC- 319 lb Conc.Load at 10.00,10.46 Wind requirements. B-L 3597 -51 K-J 3795 -25 Purlins Wind loads and reactions based on MWFRS. L-K 3795 -25 J-I 3654 -58 In lieu of structural panels use purlins to brace all flat TC @ 24"OC. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS D-L 320 73 F-J 961 0 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building L-E 921 0 J-G 258 132 Component Safety Information,b TPI ancfSBCA)for safety practices prior to performing these functions. Installers shall provide temporary E-J 52 0 bracing per BCSI.Unless noted oytherwise,top chord shall have properfyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracininstalled per BCSI sections 63,B7 or B10, `'- as applicable. Apply bracing_installed to each face truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to t,, " drawings 160A-Z for standard plate positiof 'v ons. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracingof trussesA seal on this drawing or cover pagelisting this drawing, indicates acceptance of proTessionaf engineering responsility solely for the design showh. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: wwv.itwhcs.cgm•TPI:wnw.ioinst orn SBCA:wnn bcindustrv.com.ICC:www iccsafe orq 0716078 Ply:1 SEQN:54412/T27/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123U1fy: 1 FROM:BB DRW: H1 Wgt:117.6lbs ... / ... 07/13/16 1 9'11"4 1,0'614 20'5"8 ' A11"4 I7"I 9'11"4 51"6 9'11"4 1p'6"p 15'4"2 20'5"8 I 5'1"6 I 4714 17 1 4714 I 51"6 I =SSS T12 M /3X50 /t'_ 4v F\3X5 '�-_ ,a5X10 ■� /5X76 r �G s 3X10 i " --r A �I Ks4X5[5] i4X5[171I -� 1 iM3X .d 3 p3X5 L' 2 H 47"14 51"6 51"6 4'7'14 I-2 I I 10'2"12 I 15'4"2 'I 20' I £ 5'1"6n 20'5.8 2 10'2"12 20'5"8 I 10712 I 10712 I I 20'5.8 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.360 J 682 360 Max TC CSI: 0.767 L 1100 /- /459 /- /53 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.689 J 356 240 Max BC CSI: 0.769 H 952 /- /379 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL): 0.219 H - - Max Web CSI: 0.619 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.419 H - - Creep Factor:1.5 L Min Brg Width Req= 1.7 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: H Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings L&H are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 48 0 D-E 708 -3284 Webs 2x4 HF Std/Stud:W2,W9 2x4 HF#2: 301.5. B-C 651 -3160 E-F 687 -3345 Plate Shift Table Truss designed for unbalanced snow loads. C-D 699-3349 F-G 680 -3228 JT Plate Lateral Chord JT Plate Lateral Chord Wind Maximum Bot Chord Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. [5] W4X5 2.00 R 1.50 [17] W4X5 3.25 R 1.50 member design. L-K 79 -46 J-1 3187 -633 Purlins K-J 3110 -617 I-H 86 -27 In lieu of structural panels use purlins to brace all flat TC @ 24"OC. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B-L 319-1065 J-E 838 220 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS B-K 2895 -555 J-F 304 -219 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building K-C 132 -438 F-I 135 -447 Component Safety Information,by TPI?notBCA)for safety practices prior to performing these functions. Installers shall provide temporary C-J 355 -146 I-G 2942 -573 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyD-J 809 -175 H-G 245 -923 attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have braginciinstalled per BCSI sections B3,B7 or B10' Y�> as applicable. Apprplates to each face of"truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer tod drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/T11,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pane listing this drawing' indicates acceptance of pro handling, engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI -Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: wwe.itwlrcg corn:,TPI:w.wv.pinst ora SBCA:enes.sbcirdustm.00m.ICC:yww.icosafe.org, 0716078 Ply:1 SEQN:54414/T4/COMN Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123Qfy: 1 FROM:BB DRW: H2 Wgt:112.0 lbs ... / ... 07/13/16 I 10'2"12 I 20'5"8 I 10'2"12 10'2"12 I 5'1"6 I 07'12 i 5'4"2 I 2o's"e I 5'1"6 5'1"6 5'1"6 5'1"6 Dm4 lti X5 12 4 p ti 03X5C T, 3X5 T 7.- I=sx. � = \ 11_ /4X86/ 4X5[5] lgX5[14]H F=3X7 1 .LA113X^i 3 s. II3X5 K" -ci 12 G' F-2-. I 4'7"14 I 5'1"6 I 5.1..6 I 4714I 6�,yg 5'1"6 10'2'12 15'4"2 20' S'�' 208 2 10'2"12 20'5"8 I 10'2"12 I 10712 I I 20'5'8 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in lac L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.302 I 811 360 Max TC CSI: 0.650 K 1033 /- /459 /- /54 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.616 I 398 240 Max BC CSI: 0.693 G 867 /- /379 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL): 0.184 G - - Max Web CSI: 0.742 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.376 G - - Creep Factor:1.5 K Min Brg Width Req= 1.6 NCBCLL: 10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: G Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings K&G are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 48 0 D-E 690 -2927 Webs 2x4 HF Std/Stud:W2,W8 2x4 HF#2: 301.5. B-C 655-2828 E-F 686 -2902 Plate Shift Table Truss designed for unbalanced snow loads. C-D 674-2925 JT Plate Lateral Chord JT Plate Lateral Chord Maximum Bot Chord Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Chords Tens.Comp. Chords Tens. [5] W4X5 S 1.25 [14] W4X5 S 1.25Comp. K-J 80 -47 I-H 2862 -639 Wind J-I 2779 -621 H-G 79 -27 Wind loads based on MWFRS with additional C&C member design. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B-K 321 -997 I-E 293 290 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS B-J 2591 -560 E-H 136 393 Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building J-C 133 -384 H-F 2642 -579 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary C-I 338 -222 G-F 248 -838 bracing per BCSI.Unless noted orherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly D-I 1457 -289 attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections i33,B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to' "< drawings 160A-Z for standard plate positions. n ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,enyfailure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page,listing this drawing, indicates acceptance of pro handling, engineering responsibility solely for the design showh. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ITWBCG: wwa JSw4cg nom:,TPI:wxatoinsr ore;SBCA:ww.v.sbcindustry coin,ICC:wnw,iccoafe orq 0716078 Ply.1 SEQN:54416/T68/HIPM Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 12306,. 1 FROM:BB DRW: H3 Wgt:117.6 lbs ... / ... 07/13/16 to'11"4 I 20.5.8 I 10'11"4 9'74 I. 5'1"6 l 10'11"4 l 15'8"6 I 20'5'8 5'1"6 5'9.14 4'9"2 4'9.2 D 1a-l9 I 11.5X4 2 / 4 17 f3X5C a) T y, ��_ •6X6 47" L''':- to m4X8 6 1II I T A _l14X5[5] 13X10113]H 1 1 13_ 3 12X4 K a 12 I^2.-1 I 4714 I 5'1"6 I 5'S"10 I 4'3"10 I 5'1"6 10'2"12 15'8"6 20' A 0 20 5"8 2. I 10'2"12 20.5^8 f 10'2"12 I 10712 I I 20'5"8 1 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl tJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category ll EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.241 I 999 360 Max TC CSI: 0.751 K 1050 /- /481 /- /71 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.493 I 498 240 Max BC CSI: 0.735 G 867 /5 /367 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.152 G - - Max Web CSI: 0.944 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.311 G - - Creep Factor:1.5 K Min Brg Width Req= 1.7 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: G Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings K&G are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 48 0 D-E 241 -1077 Webs 2x4 HF Std/Stud:W2 2x4 HF#2: 301.5. B-C 687-3041 E-F 241 -1079 Bracing Truss designed for unbalanced snow loads. C-D 722-3029 (a)Continuous lateral restraint equally spaced on Purlins Maximum Bot Chord Forces Per Ply(lbs) member. In lieu of structural panels use purlins to brace all flat Chords Tens.Comp. Chords Tens.Comp. Plate Shift Table TC @ 24"OC. K-J 57 -167 I-H 2362 -613 JT Plate Lateral Chord JT Plate Lateral Chord Wind J-I 2997 -793 H-G 25 -15 No Size Shift Bite No Size Shift Bite Wind loads based on MWFRS with additional C&C [5] W4X5 2.00 R 1.50 [13] W3X10 S 1.25 member design. Maximum Web Forces Per Ply(lbs) Right end vertical not exposed to wind pressure. Webs Tens.Comp. Webs Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B-K 304-1015 D-H 431 -1480 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS B-J 2798 -593 H-E 91 396 Trusses require extreme care in fabricating, handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building J-C 137 -417 H-F 1290 -289 Component Safety Information,by TPI anSBCA)for safety practices prior to performing these functions. Installers shall provide temporary C-I 61 -85 F-G 191 -841 bracing per BCSI.Unless noted dtherwise,top chord shall have properfyattached structural sheathing and bottom chord shall have a properly I-D 1470 -341 attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections 63,B7 or B10 as applicable. Apprplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping.,installation and bracing of trussesA seal on this drawing or cover page,listing this drawing' indicates acceptance of proissionaf engineering responsibility solely for the design showh. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI TSec.2. For more information see this job's general notes page and these web sites: ITWBCG: vw✓w ilwkcg colo,TPI: rww tpinst elm SBCA:wwe bcindustrv.00mLICC:www.iccsafe.org 0716078 Ply:1 SEQN:54418/T58/HIPM Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123Qfy. 1 FROM:BB DRW: H4 Wgt:121.8 lbs ... / ... 07/13/16 I 12.11"4 I 20.5^8 I 12'11"4 T6"4 I, yrs I m212 I 12'11'4 I 16.8.6 I zone I 5.1.6 5'1'6 2'8"8 rr 3.9"2 3.9"2 E{ '1"9 [ .3FX5 11.55X4 1- 12 04X5[10]D • a villr . /3x50 �� .sxs rti _ 3X10[11] /q3X B T A � ...G3,5] 1 i3'�` 3 i/3X5 L 12 2 2 47"14 5'1'6 2'e"8 7'0"12 si^s I az'tz I 12114 I 20' ISI , 20'5"8 I'"2. I 0212 I zone I 10.2^12 10.2"12 I 20'513 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.216 J 999 360 Max TC CSI: 0.543 L 1033 /- /486 /- /82 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.441 J 557 240 Max BC CSI: 0.728 H 867 /7 /375 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.138 H - - Max Web CSI: 0.852 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.281 H - - Creep Factor:1.5 L Min Brg Width Req= 1.6 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: H Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings L&H are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 48 0 D-E 365 -1476 Webs 2x4 HF Std/Stud:W2 2x4 HF#2: 301.5. B-C 648-2843 E-F 362 -1366 Plate Shift Table Truss designed for unbalanced snow loads. C-D 723-2877 F-G 0 0 JT Plate Lateral Chord JT Plate Lateral Chord Wind Maximum Bot Chord Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. [5] W4X5 S 1.25 [10] W4X5 2.75 L 1.25Comp. member design. [11] W3X10 S 1.25 L-K 58 -190 J-I 2669 -746 Right end vertical not exposed to wind pressure. K-J 2791 -774 I-H 700 179 Purlins In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Plylbs TC @ 24"OC. (lbs) Webs Tens.Comp. Webs Tens. Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B-L 306 -999 D-I 508 -1733 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS B-K 2607 -552 I-E 283 39 Trusses require extreme care in fabricating,handling,shipping,installing and bracingq. Refer to and follow the latest edition of BCSI(Building K-C 134 -376 I-F 891 -241 Component Safety Information,by TPI and$BCA)for safety practices prior to perforr>3ing these functions. Installers shall provide temporaryC-J 39 -105 F-H 284 -1104 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections 63,67 or B10, fl�llirrail. J-D 1343 -358 G-H 25 -105 as applicable. Appry plates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to t l tea,.., drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page,listing this drawing' indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of tilts drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: ihntbg_c1om;TPI:wwwipinslora SBCA:w.wa.sbcindss r�Y.opm,ICC:tw.w ioasafe.ora 0716078 Ply:1 SEQN:54539/T55/HIPM Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123Qftr. 1 FROM:BB DRW: H5 Wgt:123.2 lbs ... / ... 07/13/16 I 14'11'4 I 20'5'6 14'11"4 9614 91"6 10'2"12 14'11"4 20'5"8 I 5.1.6 I 91"6 I 4.8.8 I 5'6.4 `1 T E_425 IDT_1.9 I lir • . •4X511010 _ 4 i s3xsc F.T �r/ I.6 _ WS •4X88 '1 3X5[11] N T n is�•4xs[sl H 11 1 �3X• d 3 :/3X5116] K' 12 G 4'7'14 5'116 4'816 5'0"12 I^2�r ll 5'1'6 I 10'2'72 I 14'11"4 I 20' IIA n 205.8 2' 10'2'12 20'5"8 10'2"12 I 10'2"12 I I 20'5'8 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.244 I 999 360 Max TC CSI: 0.635 K 1033 /- /490 /- /93 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.510 I 481 240 Max BC CSI: 0.702 G 867 /9 /384 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.157 G - - Max Web CSI:0.711 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.327 G - - Creep Factor:1.5 K Min Brg Width Req= 1.6 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: G Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings K&G are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 48 0 D-E 223 -972 Webs 2x4 HF Std/Stud:W2,W8 2x4 HF#2: 301.5. B-C 620-2835 E-F 2 -2 Bracing Truss designed for unbalanced snow loads. C-D 700-2949 (a)Continuous lateral restraint equally spaced on Purlins Maximum Bot Chord Forces Per Plylbs member. (lbs) In lieu of structural panels use purlins to brace all flat Chords Tens.Comp. Chords Tens.Comp. Plate Shift Table TC @ 24"OC. K-J 58 -212 I-H 2748 -749 JT Plate Lateral Chord JT Plate Lateral Chord Wind J-I 2788 -766 H-G 847 -233 No Size Shift Bite No Size Shift Bite Wind loads based on MWFRS with additional C&C [5] W4X5 S 1.25 [10] W4X5 2.75 L 1.25 member design. Maximum Web Forces Per Ply(lbs) [11] W3X5 1.75 R 1.25 [16] W3X5 1.25 R 2.25 Right end vertical not exposed to wind pressure. Webs Tens.Comp. Webs Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B-K 308 -999 D-H 591 -2183 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS B-J 2605 -525 H-E 820 177 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building J-C 126 -375 E-G 321 -1167 Component Safety Information,by TPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporary C-I 48 -28 F-G 47 -196 bracing per BCSI.Unless noted dtherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly I-D 1396 -348 attached ri4gid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10 �� as applicable. Applplates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to h! !. drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page,l]sting this drawing, indicates acceptance of pro handling, engineering responsibility solely for the design shown. The suitability and use of tiis drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itw4tg conn;TPI:ww.vtpinst.ory SBCA:www,sbcindustrv.com,ICC:owvs.iccsafe sra 0716078 Ply:1 SEQN:54423/T67/HIPM Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W. 1 FROM:BB DRW: H6 Wgt:130.2 lbs ... / ... 07/13/16 16111120'5'6 I 1611'4 I_ 3'6"4 I 5'1'6 102"12 1011"4 20'5'6 I 5'1"6 I 5'1'6 I 6.6.6 I 3.6.4 I F/ �11.5X4 4 G 4 v /4X51131E I /3X56 '491*'''',..,,,...„......„.,.... '���„'" i(e) S. T SMI ,.6X• /4X68 ��...� 2 T A K/4XSI5] \4X514 ,L 13X': 3 :13X5 d L 12 H 4'7'14 5'1'6 6'6'8 3'0'12 E.-2' I 5'1'6 I o•z 1z I O11'4 I 20' I ro 20'5'6 10'2"12 20'5'6 2 I 10'2'12 I 10292 I I 20'5"6 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.281 J 874 360 Max TC CSI: 0.787 L 1033 /- /492 /- /104 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.591 J 415 240 Max BC CSI: 0.688 H 867 /11 /395 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.178 H - - Max Web CSI: 0.863 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.375 H - - Creep Factor:1.5 L Min Brg Width Req= 1.6 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: H Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings L&H are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Plate Shift Table Wind Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 HF#2 JT Plate Lateral Chord JT Plate Lateral Chord Wind loads based on MWFRS with additional C&C Bot chord 2x4 HF#2 No Size Shift Bite No Size Shift Bite member design. A-B 48 0 D-E 675 -3016 Webs 2x4 HF Std/Stud:W2 2x4 HF#2: [5] W4X5 S 1.25 [13] W4X5 2.75 L 1.25 Right end vertical not exposed to wind pressure. B-C 586-2816 E-F 112 -628 (14] W4X5 2.00 R 1.25 C-D 664-3063 F-G 2 -2 Bracing (a)#3 or better scab reinforcement.Same size&80% Loading Maximum Bot Chord Forces Per Ply(lbs) length of web member.Attach with 10d Box or Gun Bottom chord checked for 10.00 psf non-concurrent Chords Tens.Comp. Chords Tens. Comp. (0.128"x3",min.)nails @ 6"OC. bottom chord live load applied per IRC-12 section 301.5. L-K 59 -234 J-I 2878 -753 Purlins Truss designed for unbalanced snow loads. K-J 2762 -752 I-H 491 -137 In lieu of structural panels use purlins to brace all flat TC @ 24"OC. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B L 308 -999 E-I 669 -2573 **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS B-K 2576 -492 I-F 715 142 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building K-C 115 -372 F-H 271 -966 Component Safety Information,by TPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporary C-J 218 -30 G-H 30 -125 bracing per BCSI.Unless noted dttherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing_Installed per BCSI sections B3,B7 or B10 �t��AB, -r, .'AV J-E 1435 -338 as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to i 4\'' drawings 160A-Z for standard plate positions. '" 7.7.!': ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pane"listing this drawing' indicates acceptance of pro handling, engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI•I"Sec.2. For more information see this job's general notes page and these Heb sites: ITWBCG: sw,e.itwhog,pom;TPl:a tpinst.ore.SBCA:wwwsbgindostr,tt,gpm,ICC:www,iccsafe orq 0716078 Ply:1 SEAN:54427/T57/HIPM Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W. 1 FROM:BB DRW: H7 Wgt:134.4 lbs ... / ... 07/13/16 1811.4 20'5.8 1 18'11"4 1 1'6'4 1 5'1"6 1 1 10'2"12 � 74.1494 I" 8'14aro.1: 1 rs"4 21T s 1 s sr's 1 4 12 I 4 p /4X5]13]E /3X5. /3X5 �, �fiX6 /aXe B )111111111.11." \4X8ns11, I. IN T n i�L/4x5[5] 1 1 3X5: 3 :./385 12 2 4,14 fi '���ggl '"s I 182"12 1 149" 1 20. 1.•n 2'85'4 1(82.12 20'518 z 1102.12 1 10712 1 1 20'5.8 1 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.242 K 999 360 Max TC CSI: 0.503 M 1033 i- /494 /- /115 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.497 K 493 240 Max BC CSI: 0.701 I 867 /14 /407 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.151 I - - Max Web CSI: 0.882 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.311 I - - Creep Factor:1.5 M Min Brg Width Req= 1.6 NCBCLL: 10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: I Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings M&I are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Plate Shift Table Wind Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 HF#2 JT Plate Lateral Chord JT Plate Lateral Chord Wind loads based on MWFRS with additional C&C Bot chord 2x4 HF#2 No Size Shift Bite No Size Shift Bite member design. A-B 48 0 E-F 171 -1059 Webs 2x4 HF Std/Stud:W2 2x4 HF#2: [5] W4X5 S 1.25 [13] W4X5 2.75 L 1.25 Right end vertical not exposed to wind pressure. B-C 564-2842 F-G 233 -1070 [15] W4X8 1.95 R 1.25 C-D 584-2920 G-H 2 -2 Bracing 0-E 587-2832 (a)#3 or better scab reinforcement.Same size&80% Loading length of web member.Attach with 10d Box or Gun Bottom chord checked for 10.00 psf non-concurrent Maximum Bot Chord Forces Per Ply(lbs) (0.128"x3",min.)nails @ 6"OC. bottom chord live load applied per IRC-12 section Chords Tens.Comp. Chords Tens. Comp. 301.5. Purlins designed for unbalanced snow loads. M-L 58 -254 K-J 2726 -680 In lieu of structural panels use purlins to brace all flat L-K 2790 -754 J-I 201 -60 TC@24"OC. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B-M 306 -999 E-J 502 -2017 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS B-L 2606 -474 F-J 139 -394 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporaryL-C 118 -376 J-G 1252 -308 bracing per BCSI.Unless noted otherwise,top chord shall have propery attached structural sheathing and bottom chord shall have a properly C-K 80 -26 G-I 263 -869 attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10, c; as applicable. Appry plates to each face of truss and position as shown above and on the JointUetails, unless noted otherwise. Refer to K-E 1381 -329 H-I 13 -54 drawings 160A-Z for standard plate positions. . a ITW Buildinng Components Group Inc.shall,not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/1 PI 1,or for handling shipping,Installation and bracing oftrussesA seal on this drawing or cover page•listing this drawing, indicates acceptance of pro'essionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI TSec.2. For more information see this job's general notes page and these web sites: ITWBCG: non.itwl7ce.com.TPl: .tpinst gm,SBCA:ymnw sWndustrv.comLICC:vwrow iccsafe.9rq 0716078 Ply:1 SEQN:54430/T21/MONO Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123a1fy.4 FROM:BB DRW: H8 Wgt:127.4 lbs ... / ... 07/13/16 20.5"6 20.56 I I 5'1.6 I 10'2'12 ! 15.4"2 I 20'5"6 i 5'1'6 5.1"6 5'1.6 5'1.6 111.sx4e 1W3 12 3X54 /4XSn0]D443X5. '�•T 0,0009 ,.6X./4Xee 355N T A = I�/4X5" JI- 1 3X� ./3X5[11) 2 2 I`2,�I 4.1"14 I 5'1"6 I 5'1'6 I 1 4 4.7"14 0. ere 10.212 15'4•'2 20' I A 2656 IA-2. I 0'2'12 20'5"6 10'2"12 ! 0.2"12 I I 20'5'8 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.250 J 980 360 Max TC CSI: 0.491 L 1033 /- /494 /- /123 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.510 J 481 240 Max BC CSI: 0.698 H 867 /16 /418 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.161 H - - Max Web CSI: 0.708 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.328 H - - Creep Factor:1.5 L Min Brg Width Req= 1.6 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: H Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings L&H are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 48 0 D-E 96 -884 Webs 2x4 HF Std/Stud:W2,W8,W9 2x4 HF#2: 301.5. B-C 535-2839 E-F 113 -867 Bracing Wind C-D 545-2891 F-G 44 -69 (a)Continuous lateral restraint equally spaced on Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs) member. member design. Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table Right end vertical not exposed to wind pressure. L-K 58 -270 J-I 2693 -658 JT Plate Lateral Chord JT Plate Lateral Chord K-J 2786 -742 I-H 779 -201 No Size Shift Bite No Size Shift Bite [5] W4X5 S 1.25 [10] W4X5 2.75 L 1.25 [14] W3X5 1.75 R 1.25 [17] W3X5 1.25 R 2.50 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B L 305 -999 D-I 515 -2125 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS B-K 2602 -447 I-F 733 -136 Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building K-C 112 -376 F-H 300 -1157 Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide temporaryC-J 62 -16 G-H 88 -139 bracing per BCSI.Unless noted otherwise,top chord shall have propery attached structural sheathing and bottom chord shall have a propr yy ria;....;,.-4:1,,,,v: �I J-D 1390 -318 attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10, as applicaBle. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to `' drawings 160A-Z for standard plate positions. w .•.----- ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussegAseal on this drawing or cover pagedrawing, this drawin , indicates acceptance of pproissionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbca com.TPI:wwv toinst ore,SBCA:wwwwsbsindustr,som.ICC:www iccsafe.orq 0716078 Ply:2 SEQN:54543/T52/MONO Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1230fy 1 FROM:BB DRW: JG Wgt:134.4 lbs Page 1 oft ... / ... 07/13/16 I 5 5 2 Complete Trusses Required 20'5.8 20'511 ! 3.11.3 I 8.0.1 I +4'1'15 I 20'4'8 3'11'3 4'0'14 6'1•'14 6'3'10 111.5X4 H /5X][16]G - fi 4 D /3%SF ,- 0.5181,..% \1.5X4 p 1X7 e ` T in 4X5(E3 1 1-_.mimiimp.m.minimmEmmimmilima L K 115X5[]1 wH0508 16X8 /425[16[ I.-2BV 1 6'1"14 6'3'10 aro•+ I 14'1'15 I 205.8 A I`2. I 20.5'8 20.5.8 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.178 L 999 360 Max TC CSI: 0.918 B 4236 /51 /- /- /- /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.360 L 682 240 Max BC CSI: 0.974 I 5821 /35 /- /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.061 H - - Max Web CSI: 0.984 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.123 H - - Creep Factor:1.5 B Min Brg Width Req= 2.3 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE,HS Mfg Specified Camber: I Min Brg Width Req= 2.9 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings B&I are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Nailnote Special Loads Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 DF-L#1&Bet.:T2 2x4 HF#2: Nail Schedule:0.120"x3",min.nails (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Bot chord 2x6 DF-L SS Top Chord:1 Row @12.00"o.c. TC-From 71 plf at -2.00 to 71 plf at 8.07 A-B 20 -2 E-F 19 -2810 :B2 2x6 DF-L 2400f-2.0E: Bot Chord:2 Rows @ 5.00"o.c.(Each Row) TC-From 36 plf at 8.07 to 36 plf at 20.46 B-C 52-4530 F-G 17 -2793 Webs 2x4 HF Std/Stud:W4,W5,W6 2x4 HF#2: Webs :1 Row @ 4"o.c. BC-From 4 plf at -2.00 to 4 plf at 0.00 C-D 50-4482 G-H 25 -38 :Lt Slider 2x6 HF#2:BLOCK LENGTH= 1.827' Use equal spacing between rows and stagger nails BC-From 14 plf at 0.00 to 14 plf at 8.07 D-E 38-4814 in each row to avoid splitting. BC-From 7 plf at 8.07 to 7 plf at 20.46 Bracing 4"o.c.spacing of nails perpendicular and parallel to BC-2960 lb Conc.Load at 8.07 (a)#3 or better scab reinforcement.Same size&80% grain required in area over bearings greater than 4" BC-1059 lb Conc.Load at 10.00 Maximum Bot Chord Forces Per Ply(Ibs) length of web member.Attach with 10d Box or Gun BC- 915 lb Conc.Load at 12.00 Chords Tens.Comp. Chords Tens. Comp. (0.128"x3",min.)nails @ 6"OC. Plate Shift Table BC- 989 lb Conc.Load at 14.00 B-L 4107 -45 K-J 4459 -34 JT Plate Lateral Chord JT Plate Lateral Chord BC-1001 lb Conc.Load at 16.00 No Size Shift Bite No Size Shift Bite BC- 884 lb Conc.Load at 18.00,20.00 L-K 4459 -34 J-I 2514 -16 [7] W5X5 3.25 R 3.75 [8] W4X5 3.00 L 1.25 [16] W5X7 S 1.25 [18] W4X5 1.75 R 1.50 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS D-L 513 43 J-G 2946 4 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building L-E 1457 0 G-I 21 -3326 Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide temporary E-J 20-2076 H-I 5 -78 bracing per BCSI.Unless noted otherwise,top chord shall have properfyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingct_installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointUetails, unless noted otherwise. Refer to a,,,,,*, drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page,listing this drawing, indicates acceptance of proTessronaf engineering responsibility solely for the design show The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI Sec.2. For more information see this job's general notes page and these web sites:ITWBCG: www,itwbca,uom;TPI:wwwtpinst_oro SBCA:www.sbcindustry corm ICC:www iccsafe,ora 0716078 Ply:2 SEQN:54543/T52/MONO Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W. 1 FROM:BB DRW: JG Wgt:134.4 lbs Page 2 of 2 ... / ... 07/13/16 Wind Wind loads and reactions based on MW FRS. Right end vertical not exposed to wind pressure. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and$BCA)for safety practicesrior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracininstalled per BCSI sections B3,B7 or B10 as applicable. Applbracing_installed to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. P ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusseSA seal on this drawing or cover pagelisting this drawing' indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of tiiis drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1gSec.2. For more information see this job's general notes page and these veb sites: ITWBCG: vww.itwbcq.com,TPI:wr+vlpnst orc SBCA:wwwsboindustrvoom.ICC:waw.iccsafe orq 0716078 Ply.2 SEQN:54506/T42/HIPM Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1230fy: 1 FROM:BB DRW: F Wgt:112.0 lbs ... / ... 07/13/16 5 5 2 Complete Trusses Required 78"12 , 19.6" II I 2'8"12 16'9"4 213"12 , 8'4"7I 13'10"5 I 196" { 2'8"12 5'7"11 5'5"15 5'7"11 12 4 .- r12-1"7 I ss3X5 O 111.5X4 B 47B T2 E =8X8 F - 113X10(E3)A�3X5Alm =W2 T o r m - - =3X5(E3) °' i i J I H l3X G 113X3[5] =4X5[9] =6X8[11] L 2'8"12 5'7"11 5'5"15 5'7"1 1 `' 2'8"12 I 8'4"7 -I 13'10"5 I 19'6" 1 t 19,6" 19'6" '1 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.329 D 710 360 Max TC CSI: 0.964 A 2946 /278 /- /- /- /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.664 D 352 240 Max BC CSI: 0.665 G 2884 /191 /- /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.037 C - - Max Web CSI: 0.884 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.074 C - - Creep Factor:1.5 A Min Brg Width Req= 2.4 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: G Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing A is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Special Loads Plate Shift Table Top chord 2x4 HF#2:T2 2x4 DF-L#2: (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) JT Plate Lateral Chord JT Plate Lateral Chord Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 HF SS TC-From 71 plf at 0.00 to 71 plf at 2.73 No Size Shift Bite No Size Shift Bite A-B 275-2854 D-E 387 -4118 Webs 2x4 HF Std/Stud:W2,W6 2x4 HF#2: TC-From 36 plf at 2.73 to 36 plf at 19.50 [5] W3X3 S 1.75 [9] W4X5 1.50 R 1.75 B-C 271 -2812 E-F 387 -4118 :Lt Slider 2x6 HF#2:BLOCK LENGTH= 1.500' BC-From 7 plf at 0.00 to 7 plf at 19.50 [11] W6X8 3.25 R 1.75 C-D 572-4920 BC- 582 lb Conc.Load at 2.00 Nailnote BC- 78 lb Conc.Load at 2.68 Purlins Nail Schedule:0.120"x3",min.nails BC- 692 lb Conc.Load at 4.00 In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. BC- 543 lb Conc.Load at 6.00 TC @ 24"OC. Chords Tens.Comp. Chords Tens. Comp. Bot Chord:1 Row @ 3.75"o.c. BC- 469 lb Conc.Load at 8.00 Webs :1 Row @ 4"o.c. BC- 434 Ib Conc.Load at 10.00 A-J 2585 -249 I-H 4910 -566 Wind Win Use equal spacing between rows and stagger nails BC- 367 lb Conc.Load at 12.00 J-I 2525 -246 H-G 41 -2 BC- 536 lb Conc.Load at 14.00 Wind loads and reactions based on MWFRS. in each row to avoid splitting. BC- 522 lb Conc.Load at 16.00 Maximum Web Forces Per Ply lbs ) BC- 683 lb Conc.Load at 18.00 Webs Tens.Comp. Webs Tens. Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! J-C 473 36 H-E 12 184 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS C-I 2478 -338 H-F 4203 396 Trusses require extreme care in fabricatingq handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building I-D 48 -142 F-G 103 -1083 Component Safety Information,byTPI and$BCA)for safety practices prior to performing these functions. Installers shall provide tempora D-H 185 -819 bracing per BCSI.Unless noted otherwise,top chord shall have propery attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. _, _ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance µ ' _ with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page,listing this drawing' indicates acceptance of prooessionaf engineering responsibility solely for the design shown. The suitability and use of tills drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general rates page and these web sites: ITWBCG: a e..itwtx:g,pgm*,TPI:www tdnstora SBCA:wmnsbcindustrv.spmj ICC:wmaiccsafe.orq 0716078 Ply.2 SEQN:54434/T47/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1231W. 1 FROM:BB DRW: I Wgt:72.8 lbs ... / ... 07/13/16 ," I 5 5 2 Complete Trusses Required 2.8"12 8'9"4 11'6" 2'8"12 I' 6,0"8 I' 2'8"12 'I 2'8"12 5'9" 8'9"4 11'6" I 2'8"12 -I 3'0"4 I 3,0"4 I 2.612 12 4 .. C I^;_1"7 I 111.5X4 =5X7 �S� D E T so3X58 F,3X5 o T N5X10(E5)7+� ` G 113X10(E5) 1 i 8 H - 113X5[5] .23X10[10] 1115X4 2'8"123'0"4 3'0"4 2812 1 -----11 2,8.12 I 59" I 8,9 „4 I 11,6„ 2, 11'6" I11'6" I 2'�i Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.093 D 999 360 Max TC CSI: 0.608 A 3595 /56 /- /- /- /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.187 D 736 240 Max BC CSI: 0.696 G 1728 /48 /- /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.017 K - - Max Web CSI: 0.920 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.034 K - - Creep Factor:1.5 A Min Brg Width Req= 1.8 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: G Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings A&G area rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Special Loads Plate Shift Table Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) JT Plate Lateral Chord JT Plate Lateral Chord Bot chord 2x6 DF-L 2400f-2.0E TC-From 71 plf at 0.00 to 71 plf at 2.73 No Size Shift Bite No Size Shift Bite A-B 53 -2941 E-F 22 -1272 Webs 2x4 HF Std/Stud TC-From 36 plf at 2.73 to 36 plf at 8.77 [5] W3X5 S 3.75 [10] W3X10 4.00 R 1.25 B-C 51 -2900 F-G 24 -1299 :Lt Slider 2x4 HF#2:BLOCK LENGTH= 1.500' TC-From 71 plf at 8.77 to 71 plf at 13.50 C-D 50-2630 G-H 19 -2 :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.500' BC-From 7 plf at 0.00 to 7 plf at 8.82 Purlins D-E 50-2630 BC-From 14 plf at 8.82 to 14 plf at 11.50 In lieu of structuralanels usepurlins to brace all flat Nailnote BC-From 4 plf at 11.50 to 4 plf at 13.50 p p TC@24"OC. BC-1152 lb Conc.Load at 1.50 Maximum Bot Chord Forces Per Ply(lbs) Nail Schedule:0.120"x3",min.nails TopChord:1 Row BC- 78 lb Conc.Load at 2.68,8.82 @12.00"o.c. BC-2980 lb Conc.Load at 3.43 Chords Tens.Comp. Chords Tens. Comp. Bot Chord:2 Rows @ 5.50"o.c.(Each Row) BC- 61 lb Conc.Load at 4.00,5.50,7.50 A-K 2682 47 J-I 1172 20 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Wind K-J 2535 45 I-G 1165 20 in each row to avoid splitting. Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS K-C 1168 22 J-E 1620 33 Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building C-J 153 -5 E-I 11 -179 Component"Safety Information,by TPI ancfSBCA)for safety practices prior to performing these functions. Installers shall provide tempora D-J 9 -199 bracing per BCSI.Unless noted dttherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appry plates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to. ... drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusse Aseal on this drawing or cover page Ijsting this drawing indicates acceptance of pro7essionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI r Sec.2. For more information see this job's general notes paw and these web sites: ITWBCG: www.itwbca.it m;TPI:wimtpinst gra;SBCA:vawvs_ industrv.comj ICC:vsewjccsafe.arq 0716078 Ply:1 SEQN:54467/T12/HIPS Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123QDfy: 1 FROM:BB DRW: G Wgt:67.2 lbs ... / ... 07/13/16 3'9"4 7'4"12 11'4" k3'9"4 -1 3'7"8 1 3'11"4 3'9"4 7'4"12 11'4" 3'9"4 I 37"8 I 3,11"4 '1 12 4 .4X5 =4X DT-1"7 . 4D X5 3X58 Eft 3X5=3X5(E3) Z," 113X10(E3)p` F 1l3X10(E3) T N f 1 a3X5(E3) : G 11 H 'J 1 1111.5X4 -3X5 3'9"4 378 3'1 1"4 i 374 I 7,4„12 I 11,4" 1 2'~I 11'4" I 11,4" -I 2'-"'I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.047 H 999 360 Max TC CSI: 0.411 A 743 /4 /- /- /- /3.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.095 H 999 240 Max BC CSI: 0.433 J 932 /24 /- /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.012 E - - Max Web CSI: 0.159 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.025 E - - Creep Factor:1.5 A Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: J Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings A&J are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Lumber Special Loads Maximum Top Chord Forces Per Ply(lbs) Topchord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Bot chord 2x6 HF#2 TC-From 71 plf at 0.00 to 71 plf at 3.77 A-B 14-1297 D-E 7 -1282 Webs 2x4 HF Std/Stud TC-From 36 plf at 3.77 to 36 plf at 7.40 B-C 10 -1250 E-F 11 -1324 :Lt Slider 2x6 HF#2:BLOCK LENGTH= 1.500' TC-From 71 plf at 7.40 to 71 plf at 13.33 C-D 4 -1163 F-G 38 -4 :Rt Slider 2x6 HF#2:BLOCK LENGTH= 1.500' BC-From 14 plf at 0.00 to 14 plf at 3.95 BC-From 7 plf at 3.95 to 7 plf at 7.55 Loading BC-From 14 plf at 7.55 to 14 plf at 11.33 Maximum Bot Chord Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent BC-From 4 plf at 11.33 to 4 plf at 13.33 Chords Tens.Comp. Chords Tens. Comp. bottom chord live load applied per IRC-12 section BC- 292 lb Conc.Load at 3.95,7.55 A-I 1145 -9 H-F 1168 5 301.5. BC- 129 lb Conc.Load at 5.75 I-H 1120 -10 Wind Purlins Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply(lbs) TC @ 24"OC. Webs Tens.Comp. Webs Tens. Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! I-C 260 0 D-H 311 0 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS C-H 48 -18 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI?mitBCA)for safety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted o herwise,top chord shall have property attached structural sheathing and bottom chord shall have a prope,y attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint unless noted otherwise. Refer to ' drawings 160A-Z for standard plate positions. _._, T ._._.__ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing indicates acceptance of prooessional"engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes paw and these Heb sites: ITW BCG: wvnv itwbc9.com•TPI:yvy v.pinst ors SBCA:ww.v.sbcindestrs.cgm.ICC:wrvwdobsafe.ore 0716078 Ply:1 SEQN:54469/T2/COMN Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123Qfy 2 FROM:BB DRW: G1 Wgt:65.8 lbs ... / ... 07/13/16 5'7" I 11'4" I 57" 5'g" 57" I 11'4" I 5'7" 5'9" 12 T 4 17 B-4X5 ?I! N ot3X5A C11,3X5 l D T ' 1 dgi F rikE 1111.5X4[2] E3X7 1111.5X4[11] 5'7" 5.9.. 1 57" I 11,4" j 2'-'I 114" I11'4" I 2'--I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.017 B 999 360 Max TC CSI: 0.608 G 501 /- /209 /- /35 /3.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.034 B 999 240 Max BC CSI: 0.264 E 672 /3 /294 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL): 0.002 C - - Max Web CSI: 0.596 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.004 C - - Creep Factor:1.5 G Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: E Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings G&E are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 265 -668 C-D 48 0 Webs 2x4 HF Std/Stud 301.5. B-C 256 -677 Plate Shift Table Truss designed for unbalanced snow loads. Maximum Bot Chord Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Chords Tens.Comp. Chords Tens. Comp. No Size Shift Bite No Size Shift Bite [2] W1.5X4 S 2.25 [11] W1.5X4 S 2.50 G-F 72 -32 F-E 53 -13 Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Com p, member design. p. Webs Tens.Com A-G 200 -468 F-C 558 -158 A-F 533 -172 C-E 303 -637 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B-F 136 -48 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracingp. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS!.Unless noted ottherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rig9id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing_installed per BCSI sections ,B7 or B10 WIC as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, B3etails, unless noted otherwise. Refer to' • + drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pag9�e,listing this drawing, indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: Hwa.itwbcn.nom;TPI:swatoinstgrc SBCA:ywww,sbcindasto.com..ICC:www,ionsafe.orq 0716078 Ply:2 SEQN:54476/T43/COMN Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1231:1:Tq: 1 FROM:BB DRW: G2 Wgt:74.2 lbs ... / ... 07/13/16 I S S 2 Complete Trusses Required I 57" I 114" 278 57" 8'4"8 11'4" I' 2'9"8 I 2'9"8 I 2'9"8 I 2'11"8 I 12 4 D D=5X5 T /3X5 C 1 E 3X5[11] !3X58 i F T2=3 7 - T 113X10(E3)A r �3X10(E3) 1 3X5(E3)- �I - I H 1 1 311 K J I - 111.5X4 m6X8[10] 114X5[12] 2'9"82'9"8 2'9"8 2'11"8 1 2'9"8 I 5'7" I 8'4"8 I 11.4" 1 2'-'I 11'4" I 11.4" I 2'-I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.123 J 999 360 Max TC CSI: 0.913 A 3975 /- /18 /- /- /3.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.248 J 548 240 Max BC CSI: 0.934 G 6007 /- /1 /- /- /5.5 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL): 0.029 I - - Max Web CSI: 0.928 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.059 I - - Creep Factor:1.5 A Min Brg Width Req= 3.3 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: G Min Brg Width Req= 4.9 Load Duration:1.15 I:1.0 GCpi:0.18 Bearings A&G are a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Nailnote Special Loads Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Nail Schedule:0.120"x3",min.nails (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Bot chord 2x6 HF SS Top Chord:1 Row @12.00"o.c. TC-From 71 plf at 0.00 to 71 plf at 5.58 A-B 0-3106 E-F 0 -4322 Webs 2x4 HF Std/Stud Bot Chord:2 Rows @ 2.50"o.c.(Each Row) TC-From 71 plf at 5.58 to 71 plf at 13.33 B-C 0-3045 F-G 1 -4379 :Lt Slider 2x6 HF#2:BLOCK LENGTH= 1.500' Webs :1 Row @ 4"o.c. BC-From 14 plf at 0.00 to 14 plf at 11.33 C-D 0-3450 G-H 20 -2 :Rt Slider 2x6 HF#2:BLOCK LENGTH= 1.500' Use equal spacing between rows and stagger nails BC-From 4 plf at 11.33 to 4 plf at 13.33 D-E 0-3442 in each row to avoid splitting. BC- 895 lb Conc.Load at 1.83,3.83 Plate Shift Table 4"o.c.spacing of nails perpendicular and parallel to BC-2296 lb Conc.Load at 5.83 JT Plate Lateral Chord JT Plate Lateral Chord grain required in area over bearings greater than 4" BC-2358 lb Conc.Load at 7.83 Maximum Bot Chord Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite BC-2422 lb Conc.Load at 9.83 Chords Tens.Comp. Chords Tens.Comp. [10] W6X8 S 3.50 [11] W3X5 3.00 R 1.25 Loading [12] W4X5 S 3.50 Bottom chord checked for 10.00 psf non-concurrent Wind A-K 2768 0 J-I 3844 0 bottom chord live load applied per IRC-12 section Wind loads and reactions based on MWFRS. K-J 2741 0 I-G 3970 0 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! K-C 15 -42 J-E 0 -641 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building C-J 651 -14 E-I 1151 -28 Component Safety Information,by TPI emit BCA)for safety practices prior to performing these functions. Installers shall provide temporary D-J 1822 0 bracing per BCSI.Unless noted citherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prope8y attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. -• .---, ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/7P! 1,or for handling shipping,installation and bracingof trussesA seal on this drawing or cover page listing this drawing' indicates acceptance of prooessionaf engineering responsility solely for the design shown. The suitability and use of this s drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: w.wv itwboa.cotn..TPt:w.vvtpinst,ara:SBCA:www sbcindustrv.comJi ICC:www.iccsafe ora 0716078 Ply:1 SEQN:54286/T10/HIP_ Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123Qit r 4 FROM:BB DRW: AG Wgt:65.8 lbs ... / ... 07/13/16 I 11'1"15 57" 5,7.. I 1111.5X4.E 2.83 p as 3X5 D i 113X10(E3 g 03X5Zn T .3X5(E3 mir iia A - 1 wl G =3X3 F 1113X5 I'--2'9"15 1 I 1 5'7" 11'1"15 F.---2'9"15 -I 11'1"15 11'1"15 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.034 G 999 360 Max TC CSI: 0.446 g 643 /15 /- /- /- /7.8 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.072 G 999 240 Max BC CSI: 0.796 F 484 /- /2 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.013 C - - Max Web CSI: 0.521 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.028 C - - Creep Factor:1.5 B Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: F Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing Bis a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Lumber Hangers/Ties Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 DF-L#1&Bet. J Chords Tens.Comp. Chords Tens. Comp. ) ( HangerSupport Required,by others Bot chord 2x6 HF#2 A-B 35 -2 C-D 7 -803 Webs 2x4 HF Std/Stud Loading B-C 8 -825 D-E 27 -52 :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.500' Bottom chord checked for 10.00 psf non-concurrent Special Loads bottom chord live load applied per IRC-12 section Maximum Bot Chord Forces Per Ply(lbs) 301.5. Chords Tens.Comp. Chords Tens. Comp. (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 0 plf at -2.83 to 71 plf at 0.00 Wind B-G 765 -5 G-F 734 -3 TC-From 2 plf at 0.00 to 2 plf at 11.16 Wind loads and reactions based on MWFRS. BC-From 0 plf at -2.83 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 11.16 Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(lbs) BC- 47 lb Conc.Load at 2.72 Webs Tens.Comp. Webs Tens.Comp. BC- 249 lb Conc.Load at 5.55 BC- 446 lb Conc.Load at 8.38 G-D 512 18 E-F 0 151 D-F 4 -771 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporar bracing per BCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propery attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing_Installed per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face ofptruss and position as shown above and on the JointDetails, unless noted otherwise. Refer to, ` drawings 160A-Z for standard plate positions. _ - u ITW Building Components Group Inc.shall not be responsible fpr any deviation from this drawing,any failure to build the truss in conformance M with ANSIIrPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pane,listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 11Sec.2. For more information see this job's general notes page and these ueb sites: ITWBCG: www.itwbcg corn:,TPI:u vtpinstors;SBCA:wmv.sbcindustrv.com.ICC:www.iccsafesirq 0716078 Ply:1 SEQN:54288/T20/HIP_ Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1234:1fy.2 FROM:BB DRW: AGA Wgt:35.0 lbs ... / ... 07/13/16 12 2.83 1111.5X4 C i 3X58 i''')(V 1 goo A 00 h .. l , E _� =3X3 D III 1.5X4 5'6"1 J �-2'9"1 5 A 5'6"1 2'9.'15 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.000 B 999 360 Max TC CSI: 0.631 E 450 /13 /- /- /- /7.8 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.001 B 999 240 Max BC CSI: 0.238 D 163 /- /3 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.000 C - - Max Web CSI: 0.224 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.001 C - - Creep Factor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: D Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing E is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.0OC.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 43 -3 B-C 16 -63 Webs 2x4 HF Std/Stud 301.5. Special Loads Wind Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Wind loads and reactions based on MWFRS. TC-From 0 plf at 2.83 to 71 plf at 0.00E-D 22 -9 Right end vertical not exposed to wind pressure. TC-From 2 plf at 0.00 to 2 plf at 5.51 BC-From 0 plf at -2.83 to 4 plf at 0.00 Maximum Web Forces Per Ply(lbs) BC-From 2 plf at 0.00 to 2 plf at 5.51 Webs Tens.Comp. Webs Tens. Comp. BC- 47 lb Conc.Load at 2.72 B-E 8 -411 C-D 11 -126 B-D 11 -9 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an 5BCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper) � _ - attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections 83,B7 or B10, hl U* - as applicable. Applplates to each face oftruss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to ..a+-,...OS . drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling) shipping,installation and bracing of trussesA seaon this drawing or cover page listing this drawing, indicates acceptance of pro7essionar engineering responsibility solely for the design shown. The suitability and use of trlis drawing for any structure is the responsibility of the Building Designer per ANSI/TPI TSec.2. For more information see this job's general notes page and these web sites:ITW BCG: wimp.,itwt)cg.com;TPI:pww,toinst prg_SBCA:waw sbcindustrv.comL ICC:y „ioosafe orq, 0716078 Ply:1 SEQN:54290/T32/HIP_ Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1231 3 FROM:BB DRW: AGB Wgt:26.6 lbs ... / ... 07/13/16 12 2.83 0 III1.5X4 C ;3X5 B rn _ M WO A1611 :____ 111 E l"---='"I =3X3 D III 1.5X4 2,9„1 5 3,9„9 1 3,9„9 i I--2'9"15 -{ Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.000 B 999 360 Max TC CSI: 0.596 E 406 /13 /- /- /- /7.8 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.001 B 999 240 Max BC CSI: 0.117 D 78 /4 /- /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.000 C - - Max Web CSI: 0.204 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.001 C - - Creep Factor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: D Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing E is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.0OC.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 DF-L#2 Bottom chord checked for 10.00 psf non-concurrent Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 43 -3 B-C 11 -44 Webs 2x4 HF Std/Stud 301.5. Special Loads Wind Maximum Bot Chord Forces Per Ply(lbs) (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Wind loads and reactions based on MWFRS. Chords Tens.Comp. TC-From 0 plf at -2.83 to 71 plf at 0.00 E-D 1 -19 TC-From 2 plf at 0.00 to 2 plf at 3.80 BC-From 0 plf at -2.83 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 3.80 Maximum Web Forces Per Ply(lbs) BC- 47 lb Conc.Load at 2.72 Webs Tens.Comp. Webs Tens.Comp. B-E 11 -379 C-D 21 -53 B-D 20 -1 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI endSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properfyattached structural sheathing and bottom chord shall have a properly attached riid ceiling. Locations shown forpermanentflateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10 - as applicable. A f plates to each face o truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to' ,o,,;..,. drawings 160A-Z for standard plate positions. ..__..,_,. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing, indicates acceptance of pro'tessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG:vww.itwizcg coin TPI:wwwtoinst oro,SBCA:www.sbcindustry.corm,ICC:wmiv iccsafe.rq 0716078 Ply:1 SEQN:54396/T44/HIP_ Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 12341 : 1 FROM:BB DRW: AGC Wgt:32.2 lbs ... / ... 07/13/16 2.83 p 1111.5X4 i 3X5(E3) C5--33X co 1113X10(E3)B0001 '61 <V _i_ F► III 1.5 4 1 3'11" 1 17"1-j I2'9"15 I 5'6"1H.--- H 5'6"1 I- 2'9"15 -{ Loading Criteria (psf) I Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed:120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL):NA Max TC CSI: 0.630 B 432 /10 /- /- /- /7.8 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL):NA Max BC CSI: 0.045 F 130 /12 /- /- /- /7.8 BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.006 C - - Max Web CSI: 0.247 E 120 /17 /11 /- /- /- Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.013 C - - Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: B Min Brg Width Req= 1.5 Load Duration:1.15 I:1.0 GCpi:0.18 F Min Brg Width Req= 1.5 Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 E Min Brg Width Req= - Bearings B&F are a rigid surface. Lumber Loading Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Maximum Top Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 bottom chord live load applied per IRC-12 section Chords Tens.Comp. Chords Tens.Comp. Webs 2x4 HF Std/Stud 301.5. :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.500' A-B 36 -2 C-D 21 -43 Wind B-C 47 -76 Special Loads Wind loads and reactions based on MW FRS. (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(lbs) TC-From 0 plf at -2.83 to 71 plf at 0.00 Chords Tens.Comp. TC-From 2 plf at 0.00 to 2 plf at 5.51 BC-From 0 plf at -2.83 to 4 plf at 0.00 B-E 20 -8 BC-From 2 plf at 0.00 to 2 plf at 5.51 BC- 47 lb Conc.Load at 2.72 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D-E 8 -122 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI pat BGA)for safetyppractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forfpermanent lateral restraint of webs shall have bracingc1 installed per BCSI sections B3,B7 or B10, - as applicable. Applplates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Ikefer to drawings 160A-Z for standard plate positions. - T ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page Ijsting this drawing, indicates acceptance of pro' ssionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG:w +moi mheo,_rpm,,TPI:www ipinsLoro SBCA:www,sbcindustry cgm.ICC:wwwicosafe.orq • 0716078 Ply:1 SEQN:54261/T7/JACK Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123@fy: 18 FROM:BB DRW: A Wgt:18.2 lbs ... / ... 07/13/16 12 4 V 1111.5X40 3X5 g j I Tlaii...4 `if- m_......_1,1_1= E 110.- --1 =3X3D 1111.5X4[3] 2 1'10"3 F- 1 1'10"3 -j I-.---2' 1 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.000 B 999 360 Max TC CSI: 0.359 E 311 /20 /152 /- /21 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.000 B 999 240 Max BC CSI: 0.029 D 24 /10 /23 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.000 C - - Max Web CSI: 0.204 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not use 1Plate Type: HORZ(TL):-0.001 C - - Creep Factor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: D Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing E is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Lumber Wind Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 HF#2 Wind loads based on MWFRS with additional C&C Bot chord 2x4 HF#2 member design. A-B 48 0 B-C 14 -44 Webs 2x4 HF Std/Stud Plate Shift Table Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite E-D 8 -84 [3] W1.5X4 S 2.50 Maximum Web Forces Per Ply(lbs) ) Loading Webs Tens.Comp. Webs Tens.Comp. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section B-E 271 -298 C-D 18 -52 301.5. B-D 92 -9 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition o(BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS!.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7_,.or B10' as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. - - -• ---- ITW Building Components Group Inc.shall not be responsible fpr any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trusse Aseal on this drawing or cover pagelisting this drawing' indicates acceptance of proFssional engineering responsibility solely for he design showfi. The suitability and use of tills drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG:wwwinnibcg.corn TPI:wwwlpinstoro,SBCA:wwsbcindustrycomLICC:www.ioosafeswq • 0716078 Ply:1 SEQN:54263/T6/JACK Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123QTy: 7 FROM:BB DRW: Al Wgt:26.6 lbs ... / ... 07/13/16 12 III 1.5X40 4 p I TAJ M�N E�= 1113X5 D III 1.5X4[3] 3'10"3 I- 2' 1- 3,10„3 J 12'--I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.000 B 999 360 Max TC CSI: 0.359 E 353 /6 /173 /- /32 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.001 B 999 240 Max BC CSI: 0.121 D 125 /6 /62 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.000 C - - Max Web CSI: 0.225 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.001 C - - Creep Factor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: D Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing E is a rigid surface. Spacing:24.0” Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Loading Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 48 0 B-C 26 -60 Webs 2x4 HF Std/Stud 301.5. Maximum Bot Chord Forces Per Ply(lbs) Plate Shift Table Wind Chords Tens.Comp. JT Plate Lateral Chord JT Plate Lateral Chord Wind loads based on MWFRS with additional C&C No Size Shift Bite No Size Shift Bite member design. E-D 13 -112 [3] W 1.5X4 S 2.50 Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(lbs) Hangers/Ties Webs Tens.Comp. Webs Tens.Comp. (J)Hanger Support Required,by others B-E 265 -327 C-D 101 -99 B-D 110 -11 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing: Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly �u - attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracininstalled per BCSI sections 133,B7 or B10 bili - as applicable. Applgcl plates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. R ' Refer to ," drawings 160A-Z for standard plate positions. --- --.- ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,listing this drawing, indicates acceptance of pro7ssiona1 engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI TSec.2. For more information see this lob's general rates page and these web sites: ITWBCG: w+w..itWocg,com;TPI:w.wvtpinst ora:SBCA:w vsbcindustryspm,ICC:wow.iccsafe,ore 0716078 Ply:1 SEQN:54265/T5/JACK Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W..7 FROM:BB DRW: A2 Wgt:37.8 lbs ... / ... 07/13/16 1111.5X4 C 4 12 D z 3X58 Iis T A kl illl 1 ■i ► ," E 1113X5D III 1.5X4[3] 2' 5'10"3 1-.-- — 1 5'10"3 i I 2' 'I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl tJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.001 C 999 360 Max TC CSI: 0.471 E 425 /- /207 /- /43 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.001 C 999 240 Max BC CSI: 0.271 D 223 /7 /110 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.001 C - - Max Web CSI: 0.468 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.001 C - - Creep Factor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: D Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing E is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 48 0 B-C 39 -92 Webs 2x4 HF Std/Stud 301.5. Plate Shift Table Wind Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. JT Plate Lateral Chord JT Plate Lateral Chord Wind loads based on MWFRS with additional C&C No Size Shift Bite No Size Shift Bite member design. E-D 46 -159 [3] W1.5X4 S 2.50 Right end vertical not exposed to wind pressure. Hangers/Ties Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (J)Hanger Support Required,by others B-E 271 -384 C-D 150 -179 B-D 149 -28 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBGA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a proper)y _ attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections p3,137_,or B10, - as applicaole. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. _. -._ _... ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,listing this drawing, indicates acceptance of proTssionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 19Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: asim,j1 bcq.comL TPI:wwwtpinst.orq;SBCA:w,wvs4cindusirv.pm.iCC:www icosafe,ora_ 0716078 Ply:1 SEAN:54267/T8/EJAC Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W.. 32 FROM:BB DRW: A3 Wgt:50.4 lbs ... / ... 07/13/16 3'11"10 _I 7114 3'11"10 3'11"10 111.5X4 D i T a12 33X5 C 01. N I r-- 111.5X4 B T �;l II vr 1 A r■ IIiIi F 113X5 E 113 5 —2' . 7'11"4 1 7'11"4 • I--2'---1 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.006 C 999 360 Max TC CSI: 0.359 F 507 /- /247 /- /55 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.012 C 999 240 Max BC CSI: 0.484 E 319 /8 /156 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.003 E - - Max Web CSI: 0.601 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.005 E - - Creep Factor:1.5 F Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: E Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing F is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Wind Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 HF#2 Wind loads based on MWFRS with additional C&C Bot chord 2x4 HF#2 member design. A-B 48 0 C-D 28 -62 Webs 2x4 HF Std/Stud Right end vertical not exposed to wind pressure. B-C 83 89 Hangers/Ties Maximum Bot Chord Forces Per Ply(lbs) (J)Hanger Support Required,by others Chords Tens.Comp. Loading F-E 298 -195 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. B-F 274 -310 C-E 216 -322 F-C 74 -310 D-E 100 -119 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properrl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinQcLinstalled per BCSI sections B3,B7 or B10 as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to' < drawings 160A-Z for standard plate positions. _.._ .. .._-........... ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trusse Aseal on this drawing or cover page listing this drawing, indicates acceptance of procssional"engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: mew itwbca coin;TPI:www toinsl oro.SPCA:iiivvinv,sindestmosinr,ICC:www iccsafe.org, 0716078 Ply:1 SEQN:54269/T23/EJAC Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123i 3 FROM:BB DRW: A4 Wgt:51.8 lbs ... / ... 07/13/16 I 5'9" I 7'11"4 I 5 '9" 2'2"4 5'9" I 7'11"4 5'9" 2'2"4 C=4X5 I 12 4 ,� .7D4.3X3 T 3X58 Al v T N N i A " =FF l.. 1 �• .3X7 111.5)(5[121 111.5X4 4] 2 59" 224 5'9" _I 7'11'4 T11"4 I`2 I 711"4 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.004 C 999 360 Max TC CSI: 0.495 G 560 /1 /241 /- /30 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.009 C 999 240 Max BC CSI: 0.207 E 319 /- /136 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.001 C - - Max Web CSI: 0.353 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.003 C - - Creep Factor:1.5 G Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: E Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing G is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 48 0 C-D 153 -277 Webs 2x4 HF Std/Stud 301.5. B-C 139 -371 Plate Shift Table Truss designed for unbalanced snow loads. Maximum Bot Chord Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Wind Chords Tens.Comp. Chords Tens.Comp. No Size Shift Bite No Size Shift Bite Wind loads based on MWFRS with additional C&C [4] W1.5X4 S 2.50 [12] W1.5X4 S 2.25 member design. G-F 50 -97 F-E 1 -1 Hangers/Ties Right end vertical not exposed to wind pressure. (J)Hanger Support Required,byothers Maximum Web Forces Per Ply(lbs) 9 PP 9 Webs Tens.Comp. Webs Tens.Comp. B-G 289 -525 F-D 365 -174 B-F 226 -36 D-E 174 -319 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! C-F 163 -190 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anti SBCA for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10' as applicat3le. Apply plates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to .�,., drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracingof trussesA seal on this drawing or cover pane,listing this drawing' indicates acceptance of proiessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes paw and these Heb sites: ITWBCG:www itwboq.com.TPI:vwwJpinsLora;SBCA:yrww s4cindustn,tom.ICC:wwwkEcafe.ora 0716078 Ply:1 SEAN:54271/T45/EJAC Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 12361fy. 1 FROM:BB DRW: A5 Wgt:47.6 lbs ... / ... 07/13/16 3'11"4 7'11"4 3'11'4 -I 4' I 311"4 _I T11"4 3'11"4 4' 412 C-4X5 IDT-PM l" I a3X3s4) NT 63X5B 1 1 ��T A - � .,..&7 111.5X4[12] 1111.5X4[3] 3'11"4 4' I~2, 3'11"4 I r11"4 1 2 7'11"4 I- ' I ,.11.,4 I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.008 C 999 360 Max TC CSI: 0.413 G 528 /2 /242 /- /32 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.016 C 999 240 Max BC CSI: 0.122 E 319 /3 /135 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.001 D - - Max Web CSI: 0.231 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.002 D - - Creep Factor:1.5 G Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: E Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing G is a rigid surface. Spacing:24.0" ;Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Loading Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 55 0 C-D 212 -361 Webs 2x4 HF Std/Stud 301.5. B-C 178 -412 Plate Shift Table Truss designed for unbalanced snow loads. Maximum Bot Chord Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Purlins Chords Tens.Comp. Chords Tens.Comp. No Size Shift Bite No Size Shift Bite In lieu of structural panels use purlins to brace all flat [3] W1.5X4 S 2.50 [12] W1.5X4 S 2.25 TC@24"OC. G-F 12 -104 F-E 9 -5 Hangers/Ties Wind Maximum Web Forces Per Ply(lbs) (J)Hanger Support Required,by others Wind loads based on MW FRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. B-G 293 -505 F-D 384 -227 Right end vertical not exposed to wind pressure. B-F 355 -99 D-E 177 -293 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! F-C 149 -163 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anc'SBCA )for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed er BCSI sections B3,B7 or B10 as applicable. Apply plates o each face or truss and position as shown above and on the Joint-DDetails,unless noted otherwise. I efer to drawings 160A-Z for standard plate positions. -• - ii.- -•-•••--. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page•listing this drawing' indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of tiffs drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 7-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG:wwwitwbcctsom;TPI:www.tpinst.orei SBCA:vsrwvsbcindni stry corm,ICC:wnwicssafe.orq 0716078 Ply 1 SEQN:54274/T31/EJAC Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W. 11 FROM:BB DRW: A6 Wgt:22.4 lbs ... / ... 07/13/16 4 p 1111.5X40 T 3X5 B II to T AEi 1 E 1113X5D III 1.5X4[3] 2'8"12 2' 2'8"12 I-2' 1 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,PN in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.000 B 999 360 Max TC CSI: 0.359 E 322 /13 /157 /- /26 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.001 B 999 240 Max BC CSI: 0.061 D 61 /5 /37 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:11 FT/RT:2(0)/4(0) HORZ(LL):-0.000 C - - MaxWeb CSI: 0.221 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not uswlPlate Type: HORZ(TL):-0.000 C - - Creep Factor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: D Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing E is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 48 0 B-C 13 -48 Webs 2x4 HF Std/Stud 301.5. Plate Shift Table Wind Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. JT Plate Lateral Chord JT Plate Lateral Chord Wind loads based on MWFRS with additional C&C No Size Shift Bite No Size Shift Bite member design. E-D 8 -92 [3] W1.5X4 S 2.50 Hangers/Ties Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens.Comp. (J)Hanger Support Required,by others (J)Hanger Support Required,by others B-E 263 -303 C-D 62 -45 B-D 98 -9 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anciSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanentflateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or B10, 1=1A4' 'n, as applicable. Apply plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to 6..-.*, drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing, indicates acceptance of prolessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes paw and these Heb sites: ITWBCG: db hoo,opm,TPI:wvw4.toinsi ora SeCA:w nosbrindustryoomL ICC:wwwjcpsafe.orq • 0716078 Ply:1 SEQN:54280/T19/EJAC Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W. 3 FROM:BB DRW: A7 Wgt:26.6 lbs ... / ... 07/13/16 12 III 1.5X4C 4 p 1 /- c,1 3X5 B _ T � N 1 1 M �,►� E =� III 3X5 D III 1.5X4[3] 3'11"4 '11"4 F- -2' 1 3'11"4 2'-I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSE) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.000 B 999 360 Max TC CSI: 0.359 E 356 /6 /174 /- /33 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.001 B 999 240 Max BC CSI: 0.127 D 129 /6 /64 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.000 C - - Max Web CSI: 0.224 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.001 C - - Creep Factor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: D Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing E is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Lumber Wind Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2 member design. A-B 48 0 B-C 27 -61 Webs 2x4 HF Std/Stud Right end vertical not exposed to wind pressure. Plate Shift Table Maximum Bot Chord Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Chords Tens.Comp. No Size Shift Bite No Size Shift Bite E-D 13 -114 [3] W1.5X4 S 2.50 Loading Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section B-E 266 -329 C-D 104 -103 301.5. B-D 111 -11 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ancr SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10 - - as applicable. A r plates to each face oftruss and position as shown above and on the JointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. -.-,,_ -,-.„_ • - ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusseSAseal on this drawing or cover page listing this drawing indicates acceptance of proFesstonaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI TSec.2. For more information see this job's general notes page and these veb sites: ITW BCG: wwaifsshcn,com;TP1:wwwjQnst orq;SBCA:wsw.s5cindustw,opm:_ICC:vmw.iccsafe pro • 0716078 Ply:1 SEQN:54282/T53/JACK Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 12300..2 FROM:BB DRW: A8 Wgt:18.2 lbs ... / ... 07/13/16 12 4 III1.5X4C 3X58 j I IA E ► -3X3p III 1.5X4[3] 1'10"3 2' I. J 1'10"3 II 2' Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) 1 TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.000 B 999 360 Max TC CSI: 0.359 E 311 /20 /152 /- /21 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.000 B 999 240 Max BC CSI: 0.029 D 24 /10 /23 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.000 C - - Max Web CSI: 0.204 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.001 C - - Creep Factor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: D Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing E is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Wind Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 Wind loads based on MWFRS with additional C&C Bot chord 2x4 HF#2 member design. A-B 48 0 B-C 14 -44 Webs 2x4 HF Std/Stud Plate Shift Table Maximum Bot Chord Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Chords Tens.Comp. No Size Shift Bite No Size Shift Bite E-D 8 -84 [3] W1.5X4 S 2.50 Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section B-E 271 -298 C-D 18 -52 301.5. B-D 92 -9 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ancrSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS!.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeily attached rigciid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections P3,B7 or B10 TRUE as applicable. Applplates to each face of-truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to' isiF' -' drawings 160A-Z for standard plate positions. -• .T -Atartilt •---,. !ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing, indicates acceptance of pprotssionaf engineering responsibility solely for the design showfi. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general rates page and these web sites: ITWBCG:yww ilwbc9 wiry TPI:wmf nst oro.SBCA:w.wv,sWindustry gm_ICC:wwe.iccsafe,ora • 0716078 Ply 1 SEQN:54284/T54/EJAC Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W.2 FROM:BB DRW: A9 Wgt:26.6 lbs ... / ... 07/13/16 12 III 1.5X4C 4p 1 T N 3X5 B M IAJ " M� E 1113X5 D III 1.5X4[3] 3'11"4 I~ 2 1 3'11"4 i I 2'-I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.000 B 999 360 Max TC CSI: 0.359 E 356 /6 /174 /- /33 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pt:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.001 B 999 240 Max BC CSI: 0.127 D 129 /6 /64 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.000 C - - Max Web CSI: 0.224 Wind reactions based on MW FRS Des Ld:42.00 MW FRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.001 C - - Creep Factor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: D Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing E is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Loading Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section A-B 48 0 B-C 27 -61 Webs 2x4 HF Std/Stud 301.5. Plate Shift Table Wind Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. JT Plate Lateral Chord JT Plate Lateral Chord Wind loads based on MW FRS with additional C&C No Size Shift Bite No Size Shift Bite member design. E-D 13 -114 [3] W1.5X4 S 2.50 Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(lbs) Hangers/Ties Webs Tens.Comp. Webs Tens. Comp. (J)Hanger Support Required,by others B-E 266 -329 C-D 104 -103 B-D 111 -11 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI an SBCA)for safety practicesrior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper) __ _ attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10 as applicable. Applplates to each face oftruss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to' ith`" ,, ,,.. drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracingof trusse Aseal on this drawing or cover pa e,listing this drawing, indicates acceptance of prossionall engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1gSec.2. For more information see this job's general notes page and these veb sites:ITWBCG:www itwbca.cgm•TPI:Wwwtoinst.ora SBCA:mwa.sbaindustrs._comr ICC:www,icsaafe ore 0716078 Ply:1 SEQN:54276/T26/JACK Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W. 1 FROM:BB DRW: All Wgt:23.8 lbs ... / ... 07/13/16 12 4 V 1111.5X46 0000000001111111111111111 I ill 3X3 q coM N 11il 11111111111111MMIMmm...---II M�/ 1111.5X4DItji III 3X5 C 3'1 0"3 i 3'10"3 i Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.000 B 999 360 Max TC CSI: 0.270 D 164 i_ /78 /- /21 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.001 B 999 240 Max BC CSI: 0.123 C 164 /6 /80 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.000 B - - Max Web CSI: 0.191 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.000 B - - Creep Factor:1.5 D Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: C Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing D is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Lumber Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Top chord 2x4 HF#2 Bot chord 2x4 HF#2 A-B 33 -54 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Loading Chords Tens.Comp. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section D-C 26 -96 301.5. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens.Comp. Wind loads based on MWFRS with additional C&C member design. A-D 75 -137 B-C 118 -134 Right end vertical not exposed to wind pressure. A-C 91 -17 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing; Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and8BCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS!.Unless noted ottherwise,top chord shall have property attached structural sheathing and bottom chord shall have a proper)y attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingc�_inst.lied per BCSI sections 83,B7 or 1310, ` as applicaBle. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. -._, .....-..._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing o trussegAseal on this drawing or cover paq.e listing this drawing Indicates acceptance of professional-engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites:ITWBCG: wV W itwbco.SAmLTPI:wmvtoinst.ora:SBCA:wmwsbcindustry com.ICC:wmw.iccsafe era • 0716078 Ply:1 SEQN:54278/T9/JACK Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123W. 1 FROM:BB DRW: Al2 Wgt:33.6 lbs ... / ... 07/13/16 12 1111.5X46 T 4ii 1 co T 3X5 A N 1 emmimmimmimmin�� p►_ III3X5 C III 1.5X4 51 0"3 5'1 0“3 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Speed:120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.001 B 999 360 Max TC CSI: 0.594 D 249 /- /119 /- /32 /5.5 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.001 B 999 240 Max BC CSI: 0.273 C 249 /7 /122 /- /- /- BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.001 A - - Max Web CSI: 0.610 Wind reactions based on MWFRS Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):0.002 A - - Creep Factor:1.5 D Min Brg Width Req= 1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: C Min Brg Width Req= - Load Duration:1.15 I:1.0 GCpi:0.18 Bearing D is a rigid surface. Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Maximum Top Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Top chord 2x4 HF#2 A-B 42 gg Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Loading Chords Tens.Comp. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section D-C 82 -152 301.5. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C member design. A-D 112 -208 B-C 160 -200 A-C 141 -60 Right end vertical not exposed to wind pressure. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing: Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI end"SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections 83,B7 or B10, $ as applicable. Applplates to each face.of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Ikefer to r drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss ip conformance with ANSVTPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing, indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of tills drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1gSec.2. For more information see this job's general notes page and these web sites: ITWBCG:>w+w.itwbcq_comi TPI:vywwlgngtorq.SBCA:w,wu sbcindustrv.com:_ICC:wwwjcosafe orq • 0716078 Ply.1 SEAN:54478/T69/HIP_ Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1231t1fy.2 FROM:BB DRW: FT1BTM Wgt:173.6 lbs Page 1 of2 ... / ... 07/13/16 I 95,3 1 sos 1 F-,=Ii 'w Xl I r I z I I z63 I '' i r I z I I ,be, I 'T'S H I J KT 12 OS �zw,ioesl--,I V u , s R r, o o N M 112x4 XI a I s I e I ,o I ,z I 12 I ,a I ,e 1„2.1 37o5. I 1 I os I Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Speed:NA mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:NA Category NAEXP:NA Pg:25.0 Ct: - TPI Std: 2007 VERT(LL):0.000 - - 360 Max TC CSI: 0.001 A* 1 /- /- /- /- /444 BCLL: 0.00 TCDL:NA psf BCDL:NA psf Pf:21.2 Ce: - Rep Factors Used:No VERT(TL): 0.000 F 999 240 Max BC CSI: 0.001 A Min Brg Width Req= - BCDL: 7.00 Mean Height:NA ft CAT: - FT/RT:2(0)/4(0) HORZ(LL):0.000 - - - Max Web CSI: 0.004 Bearing A is a rigid surface. Des Ld:42.00 MW FRS Parallel Dist:NA Lu: - Cs: - Plate Type: HORZ(TL):0.000 F - - Creep Factor:1.5 NCBCLL: 10.00 Soffit:2.00 C&C Dist a:NA ft Snow Duration: - WAVE Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.15 I:NA GCpi:NA Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" Wind Duration:NA VIEW Ver: 16.01.000.0327.16 A-B 0 -1 G-H 0 0 Wind B-C 1 -1 H-I 0 0 This"Hip Frame"may be used in place of purlins on the C-D 1 -1 I-J 0 0 hip plane to brace the flat top chord of hip trusses.See D-E 1 -1 J-K 0 0 detail drawing HIPFRAME1014 or HIPFR1801014 for E-F 0 -1 K-L 0 0 additional information. F-G 0 0 Lumber Topchord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. Bot chord 2x4 HF#2 Webs2x4HF#2 A-V 0 0 R-Q 0 0 :M1,M2,M3 2x4 HF Std/Stud: V-U 0 0 Q-P 0 0 U-T 0 0 P-O 0 0 Plating Notes T-S 0 0 0-N 0 0 All plates are 1.5X4 except as noted. S-R 0 O N-M 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Maximum Web Forces Per Ply(lbs) **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Webs Tens.Comp. Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anti 8BCA)for safety practices prior to performing these functions. Installers shall provide temporary L-M 0 0 bracing per BCSI.Unless noted otherwise,top chord shall have propertyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bragin installed per BCSI sections B3,B7 or B10 �tt�i� - iiii as a lical5le. Apply plates to each face of truss andposition as shown above and on the Joint9betails, unless noted otherwise. Refer to' �f - PP PP Y t Maximum Gable Forces Per Ply(lbs) drawings 160A-Z for standard plate positions. -- Gables Tens.Comp. Gables Tens.Comp. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing, B-V 0 -2 H-Q 0 -2 indicates acceptance of prooessionaf engineering responsibility solely for the design shown. The suite ility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. C-U 0 -2 I-P 0 -2 For more information see this lob's general notes page and these web sites: ITW BCG: wwa.itwfrcg com-TPl:wwe,pinst.ora;SBCA: s ustry coma ICC:Www iccsafe ora D-T 0 -2 J-0 0 -2 0716078 Ply:1 SEQN:54478/T69/HIP_ E-S 0 -2 K-N 0 -1 Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123Qfy:2 FROM:BB DRW: G-R 0 -2 FT1BTM Wgt:173.6 lbs Page 2 of 2 ... / ... 07/13/16 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinghandling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bragin installed per BCSI sections B3,B7 or B10, as applicable.applicable. Applplates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. -- ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing indicates acceptance of prolessionar engineering responsibility solely for the design showh. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this lob's general notes page and these web sites: ITWBCG: vww iii gLosm,TPI:wvnv tpinst,crq;SBCA:wr w.abcindustrvsom.ICC:uw.w.isosafe eg 0716078 Ply:1 SEQN:54480/T48/HIP_ Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123i 2 FROM:BB DRW: FT1TOP Wgt:82.6 lbs ... / ... 07/13/16 2'5"15 4'5"15 6'S"15 8'S"15 I 2'S"15 I 2' I 2' I 2' I II 4F — DI tz 12.65 17 C B W1 •2X4(DBR) .,� — G K J I H 2X4 I 90"1 I 2'S15 2' 2' 2' I 2'5"15 I 4'S"15 I 6'5"15 I 8'5"15 1 9'0"1 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Speed:NA mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:NA Category.NAEXP:NA Pg:25.0 Ct: - TPI Std: 2007 VERT(LL):0.000 - - 360 Max TC CSI: 0.001 G. 2 /_ /_ /- /- /108 BCLL: 0.00 TCDL:NA psf BCDL:NA psf Pf:21.2 Ce: - Rep Factors Used:No VERT(TL): 0.000 K 999 240 Max BC CSI: 0.001 A Min Brg Width Req= - BCDL: 7.00 Mean Height:NA ft CAT: - FT/RT:2(0)/4(0) HORZ(LL):0.000 - - - Max Web CSI: 0.002 Bearing A is a rigid surface. Des Ld:42.00 MW FRS Parallel Dist:NA Lu: - Cs: - Plate Type: HORZ(TL):-0.000 F - - Creep Factor:1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:NA ft Snow Duration: - WAVE Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.15 I:NA GCpi:NA Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" Wind Duration:NA VIEW Ver: 16.01.00C.0327.16 A-B 1 1 D-E 1 1 Wind Additional Notes B-C 1 -1 E-F 0 0 This"Hip Frame"may be used in place of purlins on the Right end vertical not designed to be exposed to wind C-D 1 -1 hip plane to brace the flat top chord of hip trusses.See pressure. detail drawing HIPFRAME1014 or HIPFR1801014 for Maximum Bot Chord Forces Per additional information. Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. Lumber A-K 0 0 I-H 0 0 Top chord 2x4 HF#2 K-J 0 0 H-G 0 0 Bot chord 2x4 HF#2 J-I 0 0 Webs 2x4 HF Std/Stud:W1,M4 2x4 HF#2: Plating Notes Maximum Web Forces Per Ply(lbs) All plates are 1.5X4 except as noted. Webs Tens.Comp. F-G 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Maximum Gable Forces Per Ply(lbs) **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Gables Tens.Comp. Gables Tens. Comp. Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and-SBCA)for safety practices prior to performing these functions. Installers shall provide temporary B-K 0 -2 D-I 0 -2 bracing per BCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly C-J 0 -2 E-H 0 -1 attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingc1 Installed per BCSI sections B3,B7 or B10 as applicable. Apprplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Ptefer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trusseSAseal on this drawing or cover pagelisting this drawing, indicates acceptance of professional-engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1gSec.2. For more information see this job's general notes page and these web sites: ITWBCG: ,tadrg,com,TPI:www,tpinst ora:SBCA:wwasbcindustrggom..ICC:www.iccsafe,ora, 0716078 Ply 1 SEQN:54534/T70/HIP_ Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 12306(: 1 FROM:BB DRW: FT2BTM Wgt:140.0 lbs ... / ... 07/13/16 972 1 16'10"3 I 9.3.2 I ]')"1 ! 11"155 2'11"15 4'11"15 6'11"15 9'3"2 70'10"3 12'10"3 14'10"3 16'10'3 I 11"19 2' l 2' I 2• I 2%3:22 '3"3 I 1•]"1 I 2' I 2' I 2. I \3X5 A B C D E F G — ill 12 12.65 I 3 �©�2X4(D6R1 TS R OP O N M L I 1010"3 I 11"11 2' 2' 2' 1'10"4 2' 2' 2' 2' I 11"19 2'11"15� 4'11"15 I 6'11"15 I 6'10"3 I 10'10"3 I 12'10"3 I 14'10"3 I 16'10'3 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Speed:NA mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:NA Category NAEXP:NA Pg:25.0 Ct: - TPI Std: 2007 VERT(LL):0.000 - - 360 Max TC CSI: 0.001 T. 2 /- /- /- /- /202 BCLL: 0.00 TCDL:NA psf BCDL:NA psf Pf:21.2 Ce: - Rep Factors Used:No VERT(TL): 0.000 G 999 240 Max BC CSI: 0.001 T Min Brg Width Req= - BCDL: 7.00 Mean Height:NA ft CAT: - FT/RT:2(0)/4(0) HORZ(LL):0.000 - - - Max Web CSI: 0.002 Bearing T is a rigid surface. Des Ld:42.00 MW FRS Parallel Dist:NA Lu: - Cs: - Plate Type: HORZ(TL):-0.000 G - - Creep Factor:1.5 NCBCLL: 10.00 Soffit:2.00 C&C Dist a:NA ft Snow Duration: - WAVE Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.15 I:NA GCpi:NA Chords Tens.Comp. Chords Tens.Comp. Spacing:24.0" Wind Duration:NA VIEW Ver: 16.01.000.0327.16 A-B 0 0 F-G 0 0 Wind Additional Notes B-C 0 0 G-H 0 -1 This"Hip Frame"may be used in place of purlins on the Left end vertical not designed to be exposed to wind C-D 0 0 H-I 1 -1 hip plane to brace the flat top chord of hip trusses.See pressure. D-E 0 0 I-J 1 -1 detail drawing HIPFRAME1014 or HIPFR1801014 for E-F 0 0 J-K 0 0 additional information. Lumber Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. Top chord 2x4 HF#2 Bot chord 2x4 HF#2 T-S 0 0 0-N 0 0 Webs2x4HF#2 S-R 0 O N-M 0 0 :M2,M3,M4 2x4 HF Std/Stud: R-Q 0 0 M-L 0 0 Q-P 0 0 L-K 0 0 Plating Notes P-O 0 0 All plates are 1.5X4 except as noted. Maximum Web Forces Per Ply(lbs) **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Webs Tens.Comp. Webs Tens.Comp. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS A-T 0 0 D-Q 0 -2 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary B-S 0 -2 E-P 0 -2 bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly C-R 0 -2 attached rigid ceiling Locations shown forpermanentflateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10, as applicable. Appry plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. 12efer to I drawings 160A-Z for standard plate positions. ....,_" -`-"`-" Maximum Gable Forces Per Ply(lbs) ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance Gables Tens.Comp. Gables Tens.Comp. with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro'essionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI fSec.2. F-O 0 -2 M-I 0 -2 For more information see this job's general notes page and these web sites: ITWBCG:www'itwbcq,com,TPI:yww tsinst ory SBCA:Aw s rind stn comb ICC:w+nv.iccsafe,org N-H 0 -2 L-J 0 -2 0716078 Ply:1 SEQN:54537/T3/HIP_ Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123Q1tyy:2 FROM:BB DRW: FT2TOP Wgt:81.2 lbs ... / ... 07/13/16 1=8'-I 1i8• 2 4'89 6'1191 9'Y145 '8"7 F 2' I 2'3'8 I 2'2'151 — A 22X4 B 21.5X4 21.5X4 C 12.65 . 1111x4 63"Ihilkil F*42X4(D8R) a 32X4J 21.5X4 I H G 111.584 21.5X4 111.584 I— 9'2"14 a.-. I 2. "I 2.31.8 1 2.2"15 I 1.8' -22 J 4'8"7 6'11'15 9'2"14 28.7.1 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Speed:NA mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:NA Category.NAEXP:NA Pg:25.0 Ct: - TPI Std: 2007 VERT(LL):0.000 - - 360 Max TC CSI: 0.001 K. 2 i_ /- /- /- /108 BCLL: 0.00 TCDL:NA psf BCDL:NA psf Pf:21.2 Ce: - Rep Factors Used:No VERT(TL): 0.000 G 999 240 Max BC CSI: 0.001 K Min Brg Width Req= - BCDL: 7.00 Mean Height:NA ft CAT: - FT/RT:2(0)/4(0) HORZ(LL):0.000 - - - Max Web CSI: 0.002 Bearing K is a rigid surface. Des Ld:42.00 MW FRS Parallel Dist:NA Lu: - Cs: - Plate Type: HORZ(TL):-0.000 G - - Creep Factor:1.5 NCBCLL:10.00 Soffit:2.00 C&C Dist a:NA ft Snow Duration: - WAVE Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.15 I:NA GCpi:NA Chords Tens.Comp. Chords Tens.Comp. Spacing:24.0" Wind Duration:NA VIEW Ver: 16.01.00C.0327.16 A-B 0 0 D-E 1 -1 Wind B-C 1 -1 E-F 1 -1 This"Hip Frame"may be used in place of purlins on the C-D 1 -1 hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for Maximum Bot Chord Forces Per Ply(lbs) additional information. Chords Tens.Comp. Chords Tens. Comp. Lumber K-J 0 0 H-G 0 0 Top chord 2x4 HF#2 J-I 0 0 G-F 0 0 Bot chord 2x4 HF#2 I-H 0 0 Webs 2x4 HF Std/Stud:W1,W2 2x4 HF#2: Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. Left end vertical not designed to be exposed to wind pressure. A-K 0 0 H-D 0 -2 J-B 0 -2 G-E 0 -2 I-C 0 -2 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing: Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI emit BCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly mU attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstelled per BCSI sections 133,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing orover page listing this drawing, indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general rotes page and these web sites:ITWBCG: ww,itwbcg.com:TPI:wwwtoinst.oro;SBCA:yoewsbcindustrv.com.ICC:w w koafe.ora 0716078 Ply:1 SEQN:54508/T29/VAL Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123(1W 1 FROM:BB DRW: V Wgt:65.8 lbs ... / ... 07/13/16 10"7 2'9"4 17'6"8 110"71 1'10"13 I 14'9"4 79"4 6'5"12 10'5"12 14'5"12 17'6"8 I' 2'9"4 I 3'8„8 I 4' I 4' I 3'0„12 -I 12 4 p B1nT_1"9 IIM.5CX4(**) 101.5DX4(**) 1111.5EX4(**) 1111.5F4(**) Tt X4(D8R) �7C5 �a ez oa rsn sa ez 1'5 -1 LP [i C- T 1 01. X5 4 1.5X4(*)* J / II 5X4(*)* I / XS 4(**)H III/GL (*) I 176"8 -I I- 1T6"8 'I 17'6"8 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.003 K 999 360 Max TC CSI: 0.263 L* 85 /- /34 /- /1 /210 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.006 K 999 240 Max BC CSI: 0.101 Wind reactions based on MWFRS BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.001 K - - Max Web CSI: 0.062 A Min Brg Width Req= - Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:riot usedPlate Type: HORZ(TL):0.001 K - - Creep Factor:1.5 Bearing A is a rigid surface. NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: Load Duration:1.15 I:1.0 GCpi:0.18 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Loading A-B 52 -28 D-E 4 -7 Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent B-C 4 -10 E-F 4 -7 Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section C-D 4 -7 Webs 2x4 HF Std/Stud 301.5. Truss designed for unbalanced snow loads. Maximum Bot Chord Forces Per Plating Notes Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. (**)9 plate(s)require special positioning.Refer to Wind scaled plate plot details for special positioning Wind loads based on MWFRS with additional C&C A-K 44 -36 I-H 30 0 requirements. member design. K-J 30 0 H-G 30 0 Purlins J-I 30 0 Additional Notes In lieu of structural panels use purlins to brace all flat See DWG VAL1 60101014 for valley details. Maximum Web Forces Per Ply(lbs) TC @ 24"OC. Webs Tens.Comp. Webs Tens.Comp. K-B 64 -178 E-H 68 -272 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! C-J 79 -313 F-G 20 76 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS D-I 70 -282 Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and-SBCA)for safety practicesrior to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly __ attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bragin Installed per BCSI sections 63,87 or B10 as applicable. Apply plates to each face ofruss and position as shown above and on the Joint-DDetails, unless noted otherwise. Defer to . -... drawings 160A-Z for standard plate positions. -. .. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss ip conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability acid use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 7 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG:i w.itw,ce.com,.TP1:wwvtoinst org;SBCA:w.ww,sbcindustrry con,ICC:www.iccsafe.org 0716078 Ply:1 SEQN:54512/T30/VAL Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1231;M: 1 FROM:BB DRW: V1 Wgt:60.2 lbs ... / ... 07/13/16 10"7I 2 9"4 I 15'6"8 10"7 1'10"13 1274 2'9"4I 6'5"12 I 10'5"12 14'5"12 115'6" 2'9"4 3'8"8 4' 4' 1'0"1-j 12 4 p B 1"9 1111.5X4(**) 1111.5X4(**) 1111.5X4(*") o2X4(D8R i � rse CPU 6a D 6a ma E J 1111.5X4(**) 11"5 C IP d'i tP L l GL K 1111.5X4(**) 1111.5X4(**)J 1111.5X4(**)I 1111.5X4(**)H 1111.5X4(**) 15'6"8 15'6"8 15,6"8 { Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.003 K 999 360 Max TC CSI: 0.261 L* 84 /- /34 /- /1 /186 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.006 K 999 240 Max BC CSI: 0.102 Wind reactions based on MWFRS BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.001 K - - Max Web CSI: 0.062 A Min Brg Width Req= - Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not use:Plate Type: HORZ(TL):0.002 K - - Creep Factor:1.5 Bearing A is a rigid surface. NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: Load Duration:1.15 I:1.0 GCpi:0.18 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" i Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Chords Tens.Comp. Chords Tens.Comp. Lumber Loading A-B 59 -31 D-E 3 -1 Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent B-C 3 -3 E-F 3 -1 Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section C-D 3 -1 Webs 2x4 HF Std/Stud 301.5. Truss designed for unbalanced snow loads. Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. (**)9 plate(s)require special positioning.Refer to Wind scaled plate plot details for special positioningA-K 48 -43 I-H 30 -1 Wind loads based on MWFRS with additional C&C requirements. K-J 30 -1 H-G 30 -1 q member design. J-I 30 -1 Purlins Additional Notes In lieu of structural panels use purlins to brace all flat See DWG VAL160101014 for valley details. Maximum Web Forces Per Ply(lbs) TC @ 24"OC. Webs Tens.Comp. Webs Tens.Comp. K-B 74 -180 E-H 78 -246 C-J 92 -311 F-G 45 -13 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! D-I 81 -287 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing: Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an $BCA )for safety practicesrior to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown fortpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, ; as applicable. Applplates to each face o truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to ....-... drawings 160A-Z for standard plate positions. ••• - ITW Building Components Group Inc.shall not be responsible fpr any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trusse Aseal on this drawing orcover pacfe,listing this drawing, indicates acceptance of prossionar engineering responsibility solely for the design shown. he suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 11Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: wnw.ifabca,00m;TPl:ww .tpinstt nrq.SBCA:www sbcindustry,4om.ICC:yww.iccsafe.ors, 0716078 Ply:1 SEQN:54514/T63/VAL Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123rD r 1 FROM:BB DRW: 1 V2 Wgt:93.8 lbs ... / ... 07/13/16 110„71 2,9.,4 1 16,3„4 I 20'3"4 I 24'10"8 I 10"7 1'10"13 13'6" 4' 4'7"4 29"4 I 6'512 10'5"12 14'512 I16'3"4I 20'3"4 2410"8 • I I' I .I 29.4 388 44198 44'7"4 III 1.5X4 G= 12 -4X5 DT-1"9 H 4 e. T o o T n B 1 r,r_1•g 1111.5X4(**) 1111.5X4(**) 1111.5X4(**) / w 02X4(D8R 5 C �D �{E] =4XSF 1 1 �„ AEP E3 11X4("'1 {} 1 /////////�// //////I Q P 1111.5X4(**)1111.5X4(**)0 1111.5X4(**)N =3X5M L K 1111.5X4 J 1111.5X4 1111.5X4 I- 24'10"8 I 20'5"4 4'5"4 20'5"4 I 24'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in roc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.003 P 999 360 Max TC CSI: 0.495 0* 85 I- /36 /- /1 /298 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.007 P 999 240 Max BC CSI: 0.146 Wind reactions based on MWFRS BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.003 H - - Max Web CSI: 0.369 A Min Brg Width Req= - Des Ld:42.00 MW FRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.007 H - - Creep Factor:1.5 Bearing A is a rigid surface. NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: Load Duration:1.15 I:1.0 GCpi:0.18 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Chords Tens.Comp. Chords Tens.Comp. Lumber Loading A-B 0 -76 E-F 0 -97 Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent B-C 0 -98 F-G 20 -90 Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section C-D 0 -95 G-H 4 -20 Webs 2x4 HF Std/Stud 301.5. 0-E 0 -95 Plating Notes Truss designed for unbalanced snow loads. Maximum Bot Chord Forces Per Ply(lbs) (**)7 plate(s)require special positioning.Refer to Wind Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning Wind loads based on MWFRS with additional C&C requirements. A-P 81 0 M-L 95 -40 q member design. P-O 95 0 L-K 95 -40 Purlins Right end vertical not exposed to wind pressure. O-N 95 0 K-J 38 -13 In lieu of structural panels use purlins to brace all flat Additional Notes N-M 95 0 J-I 17 -3 TC @ 24"OC. See DWG VAL160101014 for valley details. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! P-B 69 -153 F-K 118 -267 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS C-O 73 -374 G-J 112 -272 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary D-N 70 -334 H-I 40 -202 bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properiv E-L 25 -202 attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracincci�installed per BCSI sections B3,B7 or B10, plerarmig as applicable. Apply plates to each face or truss and position as shown above and on the Joint-Details, uless noted otherwise. Refer to a.,,,,.. drawings 160A-Z for standard plate positions. -• --- ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pane,listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these Heb sites: ITWBCG:ww .i vbtg,com,TPI:wn ,tpinst oro,SBCA:vow✓sbcindustrv.com:ICC:wwwiccsafe.prq 0716078 Ply:1 SEQN:54517/T64/VAL Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1231:1)I 1 FROM:BB DRW: V3 Wgt:88.2 lbs ... / ... 07/13/16 10"7 2'9"416'3"4 20'3"4 22'3"12 2 '10"8 110"71 1'10"13 1 13'6" 4' I 2'0"8 6"1J F2'9"4 1 6'5"12 1 10'5"12 1 14'5"12 1 16'3"4 1 20'3"4 1 22'10"8 2'9"4 3'8"8 4' 4' 1'9"8 4' 2'7"4 HI 12 1111.5X4 G T 4 � ; B 1 r,T_1 9 1111.5X4(**) 1111.5X4(**) 1111.5X4(**) � N X E w4X5F 1-1 N 02X4(D8R) 5 _. C. u 11 5 T ......e5----:::---- _ I 1 -eb ////////// ////////JR Q 1111.5X4(**) 1111.5X4(**)P 1111.5X4(**)0 m3X5N M L 1111.5X4 K 1111.5X4 1111.5X4 F 22'10"8 19'5"4 3'5"4 F 19'5"4 1 22'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category:II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.008 H 999 360 Max TC CSI: 0.311 R* 85 /- /36 /- /1 /274 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.018 H 999 240 Max BC CSI: 0.106 Wind reactions based on MWFRS BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.002 G - - Max Web CSI: 0.098 A Min Brg Width Req= - Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.003 G - - Creep Factor:1.5 Bearing A is a rigid surface. NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: Load Duration:1.15 I:1.0 GCpi:0.18 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Chords Tens.Comp. Chords Tens.Comp. Lumber Loading A-B 16 -83 E-F 0 -53 Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent B-C 0 -52 F-G 36 -51 Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section C-D 0 -52 G-H 7 -47 Webs 2x4 HF Std/Stud 301.5. D-E 0 -52 H-I 3 -13 Plating Notes Truss designed for unbalanced snow loads. Maximum Bot Chord Forces Per Ply(lbs) (**)7 plate(s)require special positioning.Refer to Wind Chords Tens.Comp. Chords Tens.Comp. scaled plate plot details for special positioning Wind loads based on MWFRS with additional C&C requirements. member design. A-Q 97 -9 N-M 49 -21 Q-P 83 0 M-L 49 -21 Purlins Additional Notes P-O 83 0 L-K 18 -6 In lieu of structural panels use purlins to brace all flat See DWG VAL160101014 for valley details. O-N 83 0 K-J 11 -2 TC @ 24"OC. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Q-B 75 -166 F-L 66 -151 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS C-P 73 -368 G-K 131 269 Trusses require extreme care in fabricatinghandling,shipping,installing and bracing; Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI an SBCA)for safety practices or to performing these functions. Installers shall provide temporary D-O 70 -318 I-J 15 -104 bracing per BCSI.Unless noted oherwise prior op chord shall have properly attached structural sheathing and bottom chord shall have a properlyE-M 43 -226 attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections 63,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to a.-,.. drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing, indicates acceptance of pro7essionaf engineering responstoility solely for the design showh. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these meb sites: ITWBCG: mew it-Mr—axon,TPI:w.va.toinst on,SBCA:para sbcindustrv.com:_ICC:yenv iccsafe.ora • 0716078 Ply:1 SEAN:54521/T65/VAL Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1231:11fq: 1 FROM:BB DRW: V4 Wgt:81.2 lbs ... / ... 07/13/16 �10"7I 2'9"4 I 16'3"4 I 19'3"8 120'10"8�I 10"7 1'1013 13'6" 3'0"4 1'7" 2'9"4 6'5"12 10'5"12 14'5"1216'3"4 19'3"8 20'10"8 2'9"4 'f' 3,8"8 'f' 4' '}' 4' '�' 1,9"8 '}' 3'0"4 'f' 17" '{ 12 T 4 - G=-4X5 1"9 1111.5X4(**) 1111.5X4(**) 1111.5X4(**) LTH 1111.5X4 g2X4(D8R)� 6 C ,D�} E =4X5F I v- 1 1 - I T5 L" U" 3 I 0 fl E. 2'///////////// 4/ /////I Q P 1111.5X4(**) 1111.5X4(**)0 1111.5X4(**)N m3X5M L K 1111.5X4 J 1111.5X4 111.5X4 H 20'10"8 I" 19'3"8 -I 1'7 19'3"8 20'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.003 P 999 360 Max TC CSI: 0.308 Q* 85 /- /35 /- /1 /250 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.006 P 999 240 Max BC CSI: 0.105 Wind reactions based on MWFRS BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.001 G - - Max Web CSI: 0.072 A Min Brg Width Req= - Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.004 G - - Creep Factor:1.5 Bearing A is a rigid surface. NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: Load Duration:1.15 I:1.0 GCpi:0.18 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Chords Tens.Comp. Chords Tens.Comp. Lumber Loading A-B 25 -33 E-F 0 -46 Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent B-C 0 -46 F-G 42 -49 Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section C-D 0 -45 G-H 23 -24 Webs 2x4 HF Std/Stud 301.5. D-E 0 -45 Plating Notes Truss designed for unbalanced snow loads. 7 plate(s)require special positioning.Refer to Wind Maximum Bot Chord Forces Per Ply(lbs) (**) P ( ) 4 P Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning Wind loads based on MWFRS with additional C&C requirements. member design. A-P 49 -18 M-L 45 -23 P-O 45 -1 L-K 45 -23 Purlins Additional Notes 0-N 45 -1 K-J 1 -1 In lieu of structural panels use purlins to brace all flat See DWG VAL160101014 for valley details. N-M 45 -1 J-I 1 -1 TC @ 24"OC. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! P-B 63 -169 F-K 88 -190 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS C-O 74 -365 G-J 79 -182 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and$BCA)for safety pctices prior to performing these functions. Installers shall provide temporary D-N 70 -309 H-I 35 -72 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper E-L 40 -215 attached rigid ceiling. Locations shown forfpermanent lateral restraint of webs shall have bragin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face o truss and position as shown above and on the Joint-DDetails, unless noted otherwise. I efer to drawings 160A-Z for standard plate positions. -• -• -••-•_- ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page,ljsting this drawing, indicates acceptance of prolessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI fSec.2. For more information see this job's general notes page and these web sites: ITWBCG www.itwbcs.wm;TPI:wwwtpinst orq;_SBCA:werv.sbcindustrv.com..icc uw.w,icosafe orq • 0716078 Ply:1 SEQN:54524/T66/VAL Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123(W. 1 FROM:BB DRW: V5 Wgt:77.0 lbs ... / ... 07/13/16 110"7 2'9"4 1 16 '3"4 1 17'3 "$ 18'10"81 10"7 1 '10"13 13'6" 1'0"41 17" 1173$ 2'9"4 6'5"12 10'5"12 14'5"12 16'3"4 1'0"4 1810"8 f' 2,9„4 1 3,8„8 I 4'I 4' I 1,9..8 'I I 17„ "I 12 4 p g 1"9 1111.5X4(**) 1111.5X4(**) 1111.5X4(**) G=4X5 02X4(DBR) ^5 E =4X5F H 1111.5X4(OL) 1 -10 4 // //////////////I P 0 11 1.5X4(**) 1111.5X4(**)N 1111.5X4(*)M 1111.5X4( )L 1111.5X4K J 1111.5X4 II 1.5X4(OL) I 1810"8 1 18'10"8 18'10"8 1 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Speed:120 mph (Pg,PN in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.003 0 999 360 Max TC CSI: 0.271 t" 85 /- /34 /- /1 /226 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.006 0 999 240 Max BC CSI: 0.103 Wind reactions based on MWFRS BCDL: 7.00 Mean Height:15.00 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):0.001 0 - - Max Web CSI: 0.067 A Min Brg Width Req= - Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.001 G - - Creep Factor:1.5 Bearing A is a rigid surface. NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: Load Duration:1.15 1:1.0 GCpi:0.18 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Loading A-B 45 -10 E-F 19 -17 Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent B-C 19 -16 F-G 23 -16 Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section C-D 18 -13 G-H 22 -25 Webs 2x4 HF Std/Stud 301.5. D-E 18 -13 PlatingNotes Truss designed for unbalanced snow loads. Maximum Bot Chord Forces Per Ply(lbs) (**)7 plate(s)require special positioning.Refer to Wind Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning Wind loads based on MWFRS with additional C&C requirements. A-O 27 -29 L-K 15 -4 q member design. O-N 15 -4 K-J 20 -6 Purlins Additional Notes N-M 15 -4 J-I 20 -6 In lieu of structural panels use purlins to brace all flat See DWG VALI 60101014 for valley details. M-L 15 -4 TC@24"OC. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens.Comp. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! O-B 57 -177 F-K 29 -54 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS C-N 75 -312 G-J 40 -112 Trusses require extreme care in fabricating handling,shipping,installing and bracing; Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary D-M 68 -338 H-I 35 -73 bracing per BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a propefl E-L 57 -273 attached rigid ceiling Locations shown forpermanentlateral restraint of webs shall have bracincciiinstalled per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face o truss and position as shown above and on the JointDetails, unless noted otherwise. 12 ' Refer tohs` drawings 160A-Z for standard plate positions. _. --- ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to buildclee the truss in conformanceg with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or coveraisti ant is dr o ingg, indicates acceptance of protssionaf engineering responsibility solely for the design shown. suitabilitytills drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1-Sec.2. For more information see this job's general notes page and these web sites: ITWBCG:men itwtKs com,TPl:www tpinst.orq;SBCA:wwwsbcindustrv.com,ICC:www icssafe trq 0716078 Ply:1 SEQN:54526/T59/VAL Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 12306,.. 1 FROM:BB DRW: V6 Wgt:61.6 lbs ... / ... 07/13/16 10"7 2'9"4 14'3"12 16'2"9 17'1"1 1-10 "71 1'10"13 1 11'6"8 1 110"13-I 10"7� 2'9"4 6'5"12 1074 14'3"12 17'1"1 1- 2,9„4 I 3,8„8 4,1„8 3,8„8 2,9„4 I 1 1 I 12 4 p B 1„9 1111.5X4(**) 1111.5-4X]4(**) =4X5 02X4(D8R) � as as MI .2X4(D8R) T AoP 0 / 0 1 //�1 *) 11.5X4(*‹/// 1. X4(*) / .5X4(*(K 1. 17'1"1 '1 107'4 6'5"12 F' 10'7"4 I 17'1"1 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.003 J 999 360 Max TC CSI: 0.303 K. 84 /- /32 /- /0 /205 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.006 J 999 240 Max BC CSI: 0.100 Wind reactions based on MWFRS BCDL: 7.00 Mean Height:15.26 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.001 G - - Max Web CSI: 0.071 A Min Brg Width Req= - Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.001 G - - Creep Factor:1.5 Bearing A is a rigid surface. NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: Load Duration:1.15 I:1.0 GCpi:0.18 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.00C.0327.16 Chords Tens.Comp. Chords Tens.Comp. Lumber Loading A-B 50 -11 D-E 21 -18 Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent B-C 21 -18 E-F 72 -18 Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section C-D 21 -15 Webs 2x4 HF Std/Stud 301.5. Truss designed for unbalanced snow loads. Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens.Comp. (**)6 plate(s)require special positioning.Refer to Wind scaled plate plot details for special positioningWind loads based on MWFRS with additional C&C A-J 28 -34 H-G 15 0 requirements. member design. J-I 15 0 G-F 32 -46 I-H 15 0 Purlins Additional Notes In lieu of structural panels use purlins to brace all flat See DWG VAL160101014 for valley details. Maximum Web Forces Per Ply(lbs) TC @ 24"OC. Webs Tens.Comp. Webs Tens. Comp. J-B 66 -178 D-H 78 -328 C-I 88 -361 E-G 83 -227 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing; Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to l`i`�' .a,,.. drawings 160A-Z for standard plate positions. ' '-"'- - ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover paste,listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1"Sec.2. For more information see this job's general notes page and these web sites: ITWBCG:www itwbco.Com•TPI:wwwJDinst oro;SBCA:s wsbcindustrwcom;ICC:wwwiccsafe,oro • 0716078 Ply:1 SEQN:54528/T60/VAL Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 1231W. 1 FROM:BB DRW: V7 Wgt:47.6 lbs ... / ... 07/13/16 10"7 2'9"4 10'3"12 12'2"9 13'1" 10"7I 1'10"13 I- 7'6"8 I 1'10"13 110"7 274 6'6"8 10'3"12 13'1"1 I' 2,9„4 I 3,9„4 I 3,9„4 I 2,9„4 'I 12 4 p In III 1.5X4(**) =4X5 x2X4(D8R) B—kx�_1 9iszi MEI D �2X4(D$R) „5 0 P CI o t2'-' I H 1111.5X4(**) 1111.5X4(**)G F 1111.5X4(**) I 13'1"1 -{ 6'6"8 6'6"8 I- 6'6"8 I 13'1"1 H Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Speed:120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.003 F 999 360 Max TC CSI: 0.335 1* 84 /- /32 /- /0 /157 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.006 F 999 240 Max BC CSI: 0.100 Wind reactions based on MWFRS BCDL: 7.00 Mean Height:15.93 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.001 F - - Max Web CSI: 0.076 A Min Brg Width Req= - Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.002 F - - Creep Factor:1.5 Bearing A is a rigid surface. NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: Load Duration:1.15 I:1.0 GCpi:0.18 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Chords Tens.Comp. Chords Tens.Comp. Lumber Loading A-B 54 -16 C-D 23 -14 Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent B-C 23 -14 D-E 54 -16 Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section Webs 2x4 HF Std/Stud 301.5. Maximum Bot Chord Forces Per Ply(lbs) Truss designed for unbalanced snow loads. Chords Tens.Comp. Chords Tens. Comp. Plating Notes (**)4 plate(s)require special positioning.Refer to Wind A-H 34 -38 G-F 13 -4 scaled plate plot details for special positioning Wind loads based on MW FRS with additional C&C H-G 13 -4 F-E 34 -38 requirements. member design. Maximum Web Forces Per Ply(lbs) Purlins Additional Notes Webs Tens.Comp. Webs Tens.Comp. In lieu of structural panels use purlins to brace all flat See DWG VAL160101014 for valley details. TC @ 24"OC. H-B 86 -172 D-F 86 -172 C-G 127 -386 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI snd"5BCA for safety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI..Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing_installed per BCSI sections B3,B7 or B10, I` as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. -' ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing pf trussesA seal on this drawing or cover paq.e.listing this drawing, indicates acceptance of proTssionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 7 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG:vwvw.itwbcaSAm;TPI:wow tpinst orq;SBCA:vmmv.sbcindustnv.com:_ICC:worwdccsafe.ora • 0716078 Ply:1 SEQN:54530/T61/VAL Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123(Ify: 1 FROM:BB DRW: V8 Wgt:33.6 lbs ... / ... 07/13/16 107 274 6'3"12 8'2"9 9'1"1 10"7 I 1'10"13 I 3'6"8 I 1'10"13 I 10"7"{ 2'9"4 6'3"12 9'1"1 2'9"4 I 3'6"8 I 2'9"4 "{ 12 4 p B=4X5 DT-1"9 5 if 2X4(D8R) E 2X4(D8R) I .5X4("*)------------------ 5 // X4(**) / G F 9'1"1 { 9'1"1 9'1"1 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Enclosure:Closed Category.II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.003 E 999 360 Max TC CSI: 0.302 G. 83 /- /30 /- /1 /109 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.006 E 999 240 Max BC CSI: 0.081 Wind reactions based on MWFRS BCDL: 7.00 Mean Height:16.59 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.001 E - - Max Web CSI: 0.048 A Min Brg Width Req= - Des Ld:42.00 MWFRS Parallel Dist 0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.002 E - - Creep Factor:1.5 Bearing A is a rigid surface. NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: Load Duration:1.15 I:1.0 GCpi:0.18 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Chords Tens.Comp. Chords Tens.Comp. Lumber Loading A-B 56 -19 C-D 56 -18 Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent B-C 32 -20 Bot chord 2x4 HF#2 bottom chord live load applied per IRC-12 section Webs 2x4 HF Std/Stud 301.5. Maximum Bot Chord Forces Per Ply(lbs) Truss designed for unbalanced snow loads. Chords Tens.Comp. Chords Tens.Comp. Plating Notes (**)2 plate(s)require special positioning.Refer to Wind A-F 39 -39 E-D 39 -39 scaled plate plot details for special positioning Wind loads based on MWFRS with additional C&C F-E 20 -4 requirements. member design. Purlins Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat See DWG VAL160101014 for valley details. TC@24"OC. F-B 132 -198 C-E 132 -198 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinghandling,shipping,installing and bracing: Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and BCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS!.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections 133,B7 or B10, UZ c1p [..i as applicable. Apply plates to each face otPruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to I�iilrylh�r,a.,,,.,.. drawings 160A-Z for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,eny failure to build the truss ip conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page,ljsting this drawing, indicates acceptance of pro7essionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: eeww itweal com,TPI:www oinst ore.SBCA:wew.sboindustrv.com:ICC:vwaw.iccsafe.orq 0716078 Ply:1 SEQN:54532/T62/VAL Windwood lot 6 Mas 1231 FA hip-PARR LUMBER-HILLSBORO-Windwood lot 6 Mas 123(1) . 1 FROM:BB DRW: V9 Wgt:14.0 lbs ... / ... 07/13/16 10"7 2'6"8 4'2"9 5'1"1 I' 107 I 1'8"1 I 1'8"1 -I 10"7'I 2'6"8 51"1 F 2,6„8 I_ 2,6,8 .I 12 4 p �A2X4( a R\Cf , o/ 0 ,.........._ ...i. I' 5'1"1 5'1"1 5'1"1 Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Speed: 120 mph (Pg,Pf in PSF) Bldg Code: IRC 2012 PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Enclosure:Closed Category II EXP:B Pg:25.0 Ct:1.1 TPI Std: 2007 VERT(LL): 0.015 999 360 Max TC CSI: 0.115 D* 81 /- /27 /- /1 /61.0 BCLL: 0.00 TCDL:6.0 psf BCDL:4.2 psf Pf:21.2 Ce:1.1 Rep Factors Used:Yes VERT(TL): 0.029 999 240 Max BC CSI: 0.176 Wind reactions based on MWFRS BCDL: 7.00 Mean Height:17.22 ft CAT:II FT/RT:2(0)/4(0) HORZ(LL):-0.004 - - Max Web CSI: 0.000 A Min Brg Width Req= - Des Ld:42.00 MWFRS Parallel Dist:0 to h/2 Lu: - Cs:not usedPlate Type: HORZ(TL):-0.009 - - Creep Factor:1.5 Bearing A is a rigid surface. NCBCLL:10.00 Soffit:2.00 C&C Dist a:3.00 ft Snow Duration:1.15 WAVE Mfg Specified Camber: Load Duration:1.15 I:1.0 GCpi:0.18 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" Wind Duration:1.60 VIEW Ver: 16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 219 -384 B-C 219 -384 Top chord 2x4 HF#2 See DWG VAL1 60101014 for valley details. Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Loading Chords Tens.Comp. Bottom chord checked for 10.00 psf non-concurrent A-C 385 -195 bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. 1 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing, Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI?mi BCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS!.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyy -_ attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing_installed per BCSI sections S3,137_or B10, � as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to riff' � ,, drawings 160A-Z for standard plate positions. K .__ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing or trussesA seal on this drawing or cover pagelisting this drawing, indicates acceptance of pro7essionar engineering responsibility solely for the design shown. The suitability and use of tills drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1"Sec.2. For more information see this job's general rates page and these web sites: ITWBCG: mow.itwbcq,com,,TPI:swstoins_t grq;SBCA:wwwsltgindustrv.com,ICC:wmwJ osafe rq