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c.c- \c- s-47— =D Ls \� _''� RECEIVE . . SEP 6 21)18 CITY OFTIGARD BUILDING DIVISION I 63'6" I 8 2'6"1 11'6" I 8' I 236" I 10' -I 2 and QI g ° A I i 1 all--Er/ i TAm_ _ i 1 c ! I i C k ;_.„.„ CJ9 ; 1._CJ4 2 _ i ' lik O O I! 1 w LU526 aa.�. i — W �� NE X5 F61 .I\ Al __�_ EJ1 N �� i iI } CJ2 bili kit ` �}lT-L3J = __._ _X THGGH3..-. ti I ... sem (M �Ic2a�M4 1 ILUS26I ILUS261 e 1 W q 0, _ N �� © ' El__ 1 — ERZ_�� III- _ i II m w HGUS28-2 Al 1 Mv' ,I , -�r I FIVAIMIEM - X11� N�IEBi�In 08 m • _. -� __ - - CJ1- ,,' '. CS @ CJ3 w•swlw_ _ _____ ...P� , I/ �<........e...=m CJ4 ' C3 / " + 1� Ji 1 II % c //Ili - MI RI ISI 1 P _. ,_A 2 pm O N 9� O O, - _CJ628GNC�_ �` CJ1 _ L _ 1 12 a yL I`.i Ell‘ l . el el v vW I- � � J W - 12'I 1211"8- -F 21'6"8 I 19' I 8'-I v Customer:FOUR D CONSTRUCTION CO. O > ; p Desc.:BUTTERFIELD PARK LOT 9 m m co W ADDRESS:8849 SW INEZ >R s z S zz Designed by:IKE ISAKSON 0 m Alpine, an ITW Company 5r Rovana Cir Sacramento, 95 CA 95828 ALPINE Phone:(800)877-3678(916)387-0116 ��qNr Fax:(916)387-1110 AK sacseals@itwbcg.com Site Information: Customer.' Truss Components of Oregon,Inc. Job Number: 0718099 JobDescription: BUTTERFIELD PARK LOT 9 Address: 8849 SW INEZ City,State,Zip: TIGARD,OR Job Engineering Criteria: Design Code: IRC 2015 Design Version: 16.01.00.0327.16 JRef#: 1 WdO71750007 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(pst): 25.00-7.00-0.00- Floor Load(pst): None 10.00 This package contains a job notes page, 75 truss drawings and 3 details. Item Seal# Truss Item Seal# Truss 1 233.18.1348.07383 A 2 233.18.1348.47820 Al 3 233.18.1348.51070 A2 4 233.18.1352.42587 A3 5 233.18.1352.46393 A4 6 233.18.1353.54513 A5 7 233.18.1355.13677 A6 8 233.18.1356.24567 A7 9 233.18.1356.28077 B 10 233.18.1356.34030 B1 11 233.18.1356.37970 C 12 233.18.1356.41317 Cl 13 233.18.1356.43307 C2 14 233.18.1356.52820 C3 15 233.18.1357.02650 C4 16 233.18.1400.33820 C5 17 233.18.1400.40427 C6 18 233.18.1400.43070 C7 19 233.18.1401.28547 C8 20 233.18.1407.57630 C9 21 233.18.1408.25847 D 22 233.18.1408.52257 D1 23 233.18.1410.25123 D2 24 233.18.1410.32463 E 25 233.18.1411.38093 El 26 233.18.1412.11157 FG1 27 233.18.1412.24427 FG2 28 233.18.1412.32347 FG3 29 233.18.1412.39570 FG4 30 233.18.1413.26027 FG5 31 233.18.1413.53303 FG6 32 233.18.1414.00877 FG7 33 233.18.1414.17947 G 34 233.18.1414.49140 G1 35 233.18.1414.51057 G2 36 233.18.1414.58170 G3 37 233.18.1416.49220 G4 38 233.18.1421.11977 H 39 233.18.1421.28573 H1 40 233.18.1421.41270 J 41 233.18.1421.51540 J1 42 233.18.1421.59713 J2 ,ED P R O F$'`siS 0p GINE �O v"19575 �41 I, r Si, OREGON 9ROLD W N r v * Renews 6/30/2019 Printed 8/21/2018 3:16:10 PM 08/21/2018 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 ALPINE' Phone:(800)877-3678(916)387-0116 W O P NV Fax:(916)387-1110 AN!Tsacseals@itwbcg.com Site Information: Customer: Truss Components of Oregon,Inc. Job Number: 0718099 JobDescription: BUTTERFIELD PARK LOT 9 Address: 8849 SW INEZ City,State,Zip: TIGARD,OR Item Seal# Truss Item Seal# Truss 43 233.18.1422.11857 K 44 233.18.1422.14850 K1 45 233.18.1422.16773 K2 46 233.18.1423.52517 K3 47 233.18.1424.07423 K4 48 233.18.1424.23157 K5 49 233.18.1428.52353 L 50 233.18.1428.54743 L1 51 233.18.1428.56807 L2 52 233.18.1429.20570 X 53 233.18.1431.29660 X1 54 233.18.1431.36213 X2 55 233.18.1431.41137 X3 56 233.18.1431.47487 X4 57 233.18.1431.51123 X5 58 233.18.1432.00813 X6 59 233.18.1432.33947 CG1 60 233.18.1432.38920 CG2 61 233.18.1432.44220 CG3 62 233.18.1432.48323 CG4 63 233.18.1432.56370 CJ1 64 233.18.1433.05833 CJ2 65 233.18.1433.15897 CJ3 66 233.18.1433.21403 CJ4 67 233.18.1433.26157 CJ5 68 233.18.1436.36353 CJ6 69 233.18.1436.52467 CJ7 70 233.18.1437.07143 CJ8 71 233.18.1437.13397 CJ9 72 233.18.1437.18180 EJ1 73 233.18.1437.21247 EJ2 74 233.18.1437.23520 SJ1 75 233.18.1437.25627 SJ2 4-`s PROFESS Op0G%NFF / OZ 19575 y %, OREGON J 9ROL D 20,W NV • Renews 6/30/2019 Printed 8/21/2018 3:16:10 PM 08/21/2018 Job Number: 0718099 Ply: 1 SEQN:292200 /730 SPEC Cust:R7175 JRef: 1 Wd071750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1348.07383 Truss Label: A JCJ / GWH 08/21/2018 Z2"12 711"14 13'9" _I- 17'612 I 21'6"12 I 25'6"12 I 29'5" 33'3"4 I 35'6", 2'2"1 5'9"2 5'9'2 3'9"12 4' 4' 3'10"4 3'10"4 2'2"1 5X5 D �i 6X10 =3X5 =6X10 12 '3C5 E F 6 Se `X8 N- I,- H I 5,44B8 1111.5X4 5) I A „AO (a)W13 J =3X5(A1) Q P 0 N M B2 L . _3X5(A1) R =4X8 -6X10 =5X7=3X5 =3X5 =8X8 K 1113X5 =6X8 I--2' j 31'6" j 2'-I 2'212 59"2 59"2 3'912 14' 4' 7'8"8 22"1 2'2"1 711"14 13'9" 17'6"12 21'6"12 256"12 353"4 356" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.227 N 999 360 R 2178 /150 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.548 N 959 240 K 3566 /308 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.058 D - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.142 D - - R Min Brg Width Req= 3.2 Mean Height:21.78 ft K Min NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Brg Width Req= 5.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.806 Bearings R&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.900 Spacing:24.0" C&C Dist a:3.55 ft Rep Factors Used:Yes Max Web CSI: 0.990 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 223-2896 E-F 336 -4120 Lumber C-D 241 -2908 F-G 404 -4648 D-E 232-2879 G-H 488 -5260 Top chord 2x4 HF#2 Bot chord 2x6 HF#2:B2 2x6 HF SS: Maximum Bot Chord Forces Per Ply 2x4 HF Std/Stud:W2,W13 2x4 HF#2: (Ibs) :W5 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Bracing Q-P 2538 -188 N-M 4630 -403 P0 (a)Continuous lateral restraint equally spaced on 0--N N 4118 -335 M-L 4563 -3 4118 -335 L-K 3911 9 3775 5 member. O Special Loads Maximum Web Forces Per Ply(lbs) ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC:From 66 plf at 0.00 to 66 plf at 35.50 R-B 197-1980 N-F 131 -895 BC:From 20 plf at 0.00 to 20 plf at 35.50 B-Q 2278 -161 F-M 562 -393 BC:2695 lb Conc.Load at 25.55 Q-C 111 -398 M-G 617 -264 Loading D-P 2221 -120 G-L 2015 -165 P-E 227-2595 L-H 1007 -66 Bottom chord checked for 10.00 psf non-concurrent E-N 673 -58 H-K 504 -4867 bottom chord live load applied per IRC-15 section 301.5. ��so PROFS Purlins `y G(�dE X1''0 In lieu of structural panels use purlins to brace all flat C.7 FiQ Z TC @ 24"oc. 19575 Wind /411W . r i Wind loads and reactions based on MWFRS. 1• 1/2118 Left and right cantilevers are exposed to wind OREGON Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 for permanent 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. A LPI N E Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSI/7P1 1,or for handling,shippin ,installation and braciw ng of 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 this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292150 /T32 SPEC Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1348.47820 Truss Label: Al JCJ / GWH 08/21/2018 ZZ1R 7'11"14 13'9" 15612 19612 23'6"12 29'1"12 33'3"4 35'6" - .J 2'2"l 5'9"2 5'9°2 1 l'9"12 4' 4 5'7" 4'1"8 1 2,212 5X5 D 01,444-Z 1111.5FX4 =5 G5 12 0 T 6 1,---- 3X5 ul C3X5 H _ m N r. -5X5 '3X7 to B I e _ a^3 A I til -1■01.11 J Prl 3X5(A1) 1112X4R 1114XX8 =4X8 =3XX5 =3X7 =3X5 1114N M X8 III2XX4K 3X5(A1) I—2' 1 31'6" 1 2'—I I 22"12 592 1 5'9"2 1 5'9"12 1 4' 57" 4'1"8 I 2'2"1R 221 7'11"14 13'9" 19'6"12 23'6"12 29'1"12 33'3"4 35'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.122 E 999 360 R 1624 /49 /713 /- /107 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.274 E 999 240 K 1659 /50 /711 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.039 K - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.088 K - - R Min Brg Width Req= 2.3 Mean Height 21.78 ft K Min B Width Req2.4 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 r9 = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.519 Bearings R&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.487 RepFactors Used:Yes Max Web CSI:0.857 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.55 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 443-2020 F-G 474 -1715 Lumber C-D 465-1811 G-H 445 -1796 D-E 490-1680 H-I 396 -1823 Top chord 2x4 HF#2 E-F 474-1716 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Loading Chords Tens.Comp. Chords Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent Q-P 1758 -297 N-M 1501 -232 bottom chord live load applied per IRC-15 section P-O 1722 -271 M-L 1593 -295 301.5. O-N 1722 -271 Purlins 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. Wind R-B 425-1510 N-G 457 -114 B-Q 1682 -280 H-L 130 -384 Wind loads based on MWFRS with additional C&C D-P 1140 -281 L-I 1592 -288 member design. P-E 288 -969 I-K 398 -1568 Left and right cantilevers are exposed to wind F-N 96 -456 ���E0 PROFS C9� �G,INF , t 19575 9 /' moi /i 1. 1/2118 OREGON 9O`.20, " "- Renews 6/80/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 810, /111111 as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANmvcon,PANY 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 essional engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sdc.2. For more information see this job's general notes page and these web sites: ALPINE:wniw.alpineitw.corn:TPI:www.tpinst.org;SBCA:wnw.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292153 /T23 HIPS Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1348.51070 Truss Label: A2 JCJ / GWH 08/21/2018 2'2"1 7'5" 13'11"4 17'9" 21'6"12 281" 33'3"4 35'6"I I- 2,2"1 - 52"4 6,6"4 3,9"12 3'9"12 6'6"4 52"4 2,2„12 =5X5 1111.5X4 =5X5 D E F 7 0 C 12 6l ''. ,-,..--3X5 W; 3X5 C G F— # a W6 W1. 3X73X7 B VJ4 H =3X5(A1) 1'61Q P O N M L K IJ-3X5(A1) 1112X4 1114X8 3X5 =3X5 =3X7 =3X5 1114X8 1112X4 I--2' * 31'6" 1 2'—I 2'21 52"4 56"4 3'9"12 3912 6,64 574 2712 iI- 2'2"1 J 7'5" 1311"4 179" 21'6"12 251" 33'3"4 35'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.095 E 999 360 Q 1617 /50 /716 /- 1109 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.220 E 999 240 J 1617 /50 /716 /- !- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.036 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.083 J - - Q Min Brg Width Req= 2.3 NCBCLL:10.00 Mean Height:21.83 ft Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= 2.3 TCDL:4.2 psf Bearings Q&J are a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.604 g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.462 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.55 ft Rep Factors Used:Yes Max Web CSI: 0.832 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 396-1943 E-F 422 -1476 Lumber C-D 417-1723 F-G 417 -1723 D-E 422-1476 G-H 396 -1944 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W4,W6,W8,W10 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading P-O 1688 -281 M-L 1413 -182 Bottom chord checked for 10.00 psf non-concurrent O-N 1413 -181 L-K 1688 -282 bottom chord live load applied per IRC-15 section N-M 1413 -181 301.5. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC @ 24"oc. Q-B 397-1517 K-H 1634 -265 Wind B-P 1633 -265 H-J 397 -1517 E-M 43 -399 Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind ���EO PROFS 0�5 ,t4G%NFy '% 19575 y %r II. 1/2118 OREGON v 9 , N-LOLDW � Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performng these functions. Installers shall provide temporary (503)357-2118 Ext 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 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. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN MN COMPANY 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 essrona engineering responsibility solely for the design shown. The suitability Rovana and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351Sac1aRovan C Circle 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 3 SEQN:292279 /T52 HIPS Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1352.42587 Truss Label: A3 JCJ / GWH 08/21/2018 I 5 s s 3 Complete Trusses Required 6'4"2 12'10"4 16'9"101 18'712 25'1"14 31'6" 1 6'4"2 1 6'6"2 3'11"6 1'10, 6'6"2 1 6'4"2 1 =8X8 1113X5 =8X8 C D E El 1 12 W7 W' 6 /3 T1 W6 3F5 B 5 i to f` W4 • SS0612 =H0710 A G T - W2 W12 _ - 13 E 111 L 1113X7 =6X8 3X5= L ---1214 3X5 8X8 1114X8(*) =H0508 P 114233 1 31'6" 1 64"2 6'6"2 _ 3'11"6 1'101_ 6'6"2 6'4"2 1 6'4"2 1 12'10"4 16'9"10 I 18'7"2 25114 31'6" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.259 D 999 360 O 7990 /899 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.613 D 867 240 p 8941 /1014 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.048 G - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.115 G - - 0 Min Brg Width Req= 2.8 Mean Height:22.56 ft NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 P Min Brg Width Req= 3.2 surface.0&P are a s Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.986 Bearings rigid Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.950 Spacing:24.0" C&C Dist a:3.15 ft Rep Factors Used:Yes Max Web CSI: 0.923 Members not listed have forces less than 375# g FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 18SS,WAVE,HS VIEW Ver:16.01.000.0327.16 A-B 505-4409 D-E 648 -5563 Lumber PurlinsB-C 570-4897 E-F 645 -5518 C-D 648-5563 F-G 570 -4947 Top chord 2x4 DF-L#2:T1 2x4 HF#2: In lieu of structural panels use purlins to brace all flat Bot chord 2x6 DF-L#2 TC @ 24"oc. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W2,W4,W6,W8,W10,W12 2x4 HF#2: Wind Chords Tens.Comp. Chords Tens. Comp. :W7 2x10 DF-L#2: Wind loads and reactions based on MWFRS. N-M 3951 -450 K-J 4932 -573 Nailnote M-L 4375 -506 J-I 4436 -509 Additional Notes L-K 4375 -506 Nail Schedule:0.131"x3",min.nails The maximum concentrated load is 14234# Top Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Bot Chord:2 Rows @ 6.00"o.c.(Each Row) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row A-0 306-2619 K-E 2576 -307 to avoid splitting. A-N 3907 -442 J-F 596 -105 ' N-B 104 -612 F-I 114 -692 Special Loads FLED PROFS B-M 507 -104 I-G 4391 -501 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) C9 )N� -1 C-K 2499 -300 G-H 344 -2934 TC:From 66 plf at 0.00 to 66 plf at 31.50 G� �G e,Q Oy BC:From 20 plf at 0.00 to 20 plf at 31.50 19575 7 BC:14233 Ib Conc.Load at 16.80 ' %, Plating Notes alli i (**)1 plate(s)require special positioning.Refer to I. 1/2118 scaled plate plot details for special positioning 0OREGON requirements. ,e '9 on.20,19 *r Asymmetric truss design-Do not install end-for-end. ROC D w.‘"° Verify truss installation regarding applied loads. Renews 813012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN 1714,COMPANY 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 processional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292161 /T58 COMN Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1352.46393 Truss Label: A4 JCJ / GWH 08/21/2018 2'112 I 7'2"3 12'619 15'11"4 187 4 2'1"12 5'0"7 5'4"7 3'4111 4X5 11115X4 E F 3pX5 I• 2 6 p .03X5 = C = m m W8 1111.5X4 B■�■JJ T A 'G7 _ —2X4(A1) J-3X5 =3X5 =3X5 1113X5 1—2' A 1674 1 2112 7'9"10 511"14 2'8" 2'1"12 9'11"6 15'11"4 1874 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.024 I 999 360 J 909 /3 /472 /- /179 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.058 I 999 240 G 726 /91 /325 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.33 ft HORZ(TL): 0.022 C - - J Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.301 Bearing J is a rigid surface. BCDL:6.0 psf Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.440 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.710 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 C-D 87 -730 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud:W6,W7,W8 2x4 HF#2: J-I 674 -283 I-H 474 -172 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Loading J-C 90 -882 H-E 569 -153 D-H 208 -539 E-G 228 -662 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C iso PROFF s member design. tS Right end vertical not exposed to wind pressure. G�5 , G 1 N e. ,Gy Left cantilever is exposed to wind 19575 41 7 r , 1: 1/2118 OREGON 9O` or. -' DW. Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg 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. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN MAI COMPANY 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 essional 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. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEQN:292155 /T66 COMN Cust:R7175 JRef: 1Wd071750007 BUTTERFIELD PARK LOT 9 Qty: 4 FROM:IKE DrwNo: 233.18.1353.54513 Truss Label: A5 JCJ / GWH 08/21/2018 21"12 72"3 12'6"9 17'9" 187I"4 2'1"12 5'0"7 5'4"7 5'2"7 10"d =4X5 E ///3X5 F r gp W7 W8 12 6 W6 N ,3X5 m (a) :'(a) rn 11' Ii ]i 1.5X4 vei lig 10. 11111111 BA i 2X4(A1) I H G J =3X5 =3X1 O 1113X5 =3X5 -2' 1 16'7"4 1 2112 7'9"10 79"10 2'112 9'11"6 17'9" 10" 18'764 Loading Criteria(est) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.025 I 999 360 J 909 /1 /469 /- /194 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.060 I 999 240 G 730 /98 /337 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 C - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.023 C - - J Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height 22.78 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - TCDL:4.2 psf BearingJ is rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.384 a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.549 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.693 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.0327.16 C-D 67 -690 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Dot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud:W5,W6,W7,W8 2x4 HF#2: J-I 645 -273 I-H 455 -166 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. member. J-C 79 -861 H-F 857 -266 Loading D-H 217 -574 F-G 224 -777 Bottom chord checked for 10.00 psf non-concurrentPRO 30tto5m chord live load applied per IRC-15 section `g' 1 so iNEF�SAN Wind 0 19575 �� Wind loads based on MWFRS with additional C&C %, member design. /- i Right end vertical not exposed to wind pressure. I. 1/2118 Left cantilever is exposed to wind OREGON Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. rl Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for p ermanent 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. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 essiona engineering responsibility solely for the design shown. The suitability and use ofthis drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292159 /T13 COMN Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1355.13677 Truss Label: A6 JCJ / GWH 08/21/2018 62"3 10'6"9 _ 15'9" i 16'71"4 5'2"3 5'4"7 62"7 1 10"4 =4X5 D ///3X5 em-v 12 °3X5 6 V C W7 1, W6 W8 m 0,-'3X5 (a)` 1(a) to . ,(a) 1111.5X4 A So 1 ' H G F 1113X5 =3X5 =3X10 1113X5 1 167"4 1 7.11..6 7.9..10 7'11"6 15'9" 10"4 16'71'4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.028 H 999 360 I 711 /1 /345 /- /174 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.066 H 999 240 F 754 /102 /351 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 B - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.026 B - - I Min Brg Width Req= 1.5 Mean Height:23.28 ft F Min BrgWidth Req 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 = - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.381 Bearing I is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.647 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.673 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 104 -750 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud:W5,W6,W7,W8 2x4 HF#2: I-H 732 -302 H-G 480 -169 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Loading I-B 36 -836 G-E 871 -277 H-C 395 -88 E-F 234 -791 Bottom chord checked for 10.00 psf non-concurrentp pR�F C-G 220 -611 bottom chord live load applied per IRC-15 section �E F 301.5. `yNF 'c� GiS`is 3% Wind CI 19575 �41 Wind loads based on MWFRS with additional C&C %, member design. Right end vertical not exposed to wind pressure. ail /� 1'. 1/2118 OREGON 9 `on.20.190 '. "-OLD W. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 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. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN RW COMPANY truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 2 SEQN:292194 /T49 SPEC Cust:R7175 JRef: 1Wd071750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1356.24567 Truss Label: A7 JCJ / GWH 08/21/2018 I S s 2 Complete Trusses Required 5'3'4 107'2 15'9' I 16'TI'4 55"4 45'14 5'1.14 104 =4X5 D 1115X5 E 06X6 12 C ep �� „..40000000000000 03X5 K g a)m 0ASX7 nJ ■ = ■ J" I H G F 5X7 6X8 1113X7 =5X10 1113X7 1 167'4 5'9"4 45'14 5114 I II574 1072 15'9- 10" 16' 4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.079 I 999 360 J 3409 /318 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.183 I 999 240 F 4526 /455 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.017 D - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:23.28 ft HORZ(TL):-0.040 D - - J Min Brg Width Req= 1.8 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - id surface. Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.558 Bearing J is a rigid Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.657 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.921 Loc.from endwall:AnyFT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 259-2636 B-C 171 -1738 Lumber Loading Top chord 2x4 HF#2 Bottom chord checked for 10.00 psf non-concurrent Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L SS bottom chord live load applied per IRC-15 section Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF#2:W1,W3,W4 2x4 HF Std/Stud: 301.5. I-H 2273 -219 H-G 1446 -136 :W5 2x4 DF-L Std/Stud: Wind Bracing Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. Right end vertical not exposed to wind pressure. A-J 172-1636 H-C 2086 -167 Nailnote A-I 2314 -219 C-G 188 -2011 I-B 850 -47 G-E 1815 -183 Nail Schedule:0.131"x3",min.nails B-H 101 -985 E-F 189 -1922 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 3.25"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. P ,n RooF. �� Special Loads Dur.Fac.=1.15/Plate Dur.Fac.=1.15) 0 . �G I 5 ' /�2 -(Lumber TC:From 66 plf at 0.00 to 66 plf at 12.00 19575 9 TC:From 33 plf at 12.00 to 33 plf at 15.75 ' 1 TC:From 66 plf at 15.75 to 66 plf at 16.60 041. iAr BC:From 10 plf at 0.00 to 10 plf at 16.60 BC: 165 lb Conc.Load at 2.00 I: 1/2118 BC: 250 lb Conc.Load at 4.00 OREGON BC:1868 lb Conc.Load at 6.00 0 BC: 982 lb Conc.Load at 8.00 BC: 8799 lb Conc.Load at 10.00,12.00 '1'0L'p'W ‘11946 .f' BC: 881 lb Conc.Load at 14.00 BC: 897 lb Conc.Load at 16.00 Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building comelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathin 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, 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 LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nW COMPANY 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 essiona engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292196 /T35 HIPS Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1356.28077 Truss Label: B JCJ / GWH 08/21/2018 2'2"12 6'1" 911"4 13'9" 17'6"1221'5" 25'5"4 2'2"12 3,10"4 3'10.'4 3,9"12 3'9'12 '� 3'10'4 4,0"4 -4XX5 1111.E 4 =4X5 T ' 0 c 12 6 �C5SXS in III 1.5X4 1111.5X4 8H 6 '(a) (a) I m 3 A- - Li III - r 1 2X4(A1) riN M L K J I =4X8 1114X8 =5X5 =5X7 1114X8 1116X8 H--2' * 23'5"4 -i 2712 7'8"8 3'9'12 3'9"12 7'10"8 2712 9'11"4 13,9„ 17'6'12 255,4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.117 E 999 360 N 2330 /286 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.282 E 999 240 I 2082 /267 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.042 H - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:20.83 ft HORZ(TL): 0.102 H - - N Min BMin rg Width Req= 3.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 g Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.426 Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.721 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.734 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 C-D 441 -3153 E-F 457 -3205 Lumber D-E 457-3205 F-G 446 -3226 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. N-M 2397 -342 K-J 2804 -383 Bracing M-L 2747 -380 J-I 2555 -370 (a)Continuous lateral restraint equally spaced on L-K 2747 -380 member. Special Loads Maximum Web Forces Per Ply(lbs) ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC:From 66 plf at 0.00 to 66 plf at 9.94 N-C 469-3021 K-F 650 -119 TC:From 33 plf at 9.94 to 33 plf at 17.56 C-M 578 -52 F-J 721 -51 TC:From 66 plf at 17.56 to 66 plf at 25.44 M-D 608 -42 J-G 462 -57 BC:From 20 plf at 0.00 to 20 plf at 9.95 D-K 752 -125 G-I 459 -3139 BC:From 10 plf at 9.95 to 10 plf at 17.55 BC:From 20 plf at 17.55 to 20 plf at 25.44 BC: 799 lb Conc.Load at 9.95,17.55 BC: 319 lb Conc.Load at 12.00,13.75,15.50 Loading ��e0 PROpS Bottom chord checked for 10.00 psf non-concurrent �( Scsj bottom chord live load applied per IRC-15 section �� �GINe. O 301.5. G 19575 ' 9 Purlins %' In lieu of structural panels use purlins to brace all flat /' - TC @ 24"oc. I. 1/2118 Wind 0OREGON v Wind loads and reactions based on MWFRS. Ab. ''A. 20,194b I' Left cantilever is exposed to wind OLD W. N� Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingq�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and bracing of trussesA real 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 dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:wwi✓.sbcindustry.corn:ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292137 /T38 HIPS Gust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1356.34030 Truss Label: B1 JCJ / GWH 08/21/2018 2'712 7'1" 1111"4 156"12 20'5" 255"4 2'2"12 4'10"4 4'10"4 3'7"8 4'10"4 5'0"4 =4XX5 =4X5 MI M 12 6 1,--" 035 3X5 CCI A in Fp 1111.5X4 III 1.5X4 B '(a) (a) m A ' ' _ j .. o I ' I m ■„ _ 2X4(A1) FIK J I 62 H =3X5 =5X12 =3X5 1114X5 I—2' r 255"4 j 2'2"12 9'8"8 578 I 9'10"8 I 2'2"12 11'11"4 15'6"12 25'5"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L./clef] L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.048 I 999 360 K 1271 /55 /567 /- /86 /5.5 BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.109 I 999 240 H 1062 /54 /435 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.057 G - - K Min Brg Width Req= 1.7 Mean Height 21.33 ft SCode/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= - Soffit: 2.00 TCDL:6.0 psf 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.394 Bearing K is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.695 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.971 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 C-D 312-1195 E-F 319 -1228 Lumber D-E 328 -978 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2:B2 2x4 DF-L 2400f-2.OE: Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. K-J 1100 -235 I-H 1187 -244 Bracing J-I 996 -124 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent K-C 339-1363 F-H 293 -1388 bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C �9 O PROp• - member design. fp GINE -,,O Left cantilever is exposed to wind C9 r1 . Z 19575 41 9 Si, Alir 40 1 1/2118 OREGONGI J Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oTerwise,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, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro-fessronal 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 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292239 /T27 HIPS Gust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1356.37970 Truss Label: C JCJ / GWH 08/21/2018 2712 6'1" 911"4 16012 19'11" 24' 2'2"12 3'10"4 3'10"4 6'1"8 3'10"4 4'1" 4XX5 -4X5 -r M M 12 6 C5 ',.',5X5 1 •� A in ro 1111.55X4 WS 111.5X4 S (a) (a) p T A 'v _L i o - H I U Ir1ros 2X4(A1) �L K J I H 4X8 1114X8 =H0508 -6X8 1116X8 I---2' 1 22' 1 F 2712 7'8"8 6'1"8 T11"4 H2'2"12 9'11"4 16'0"12 24' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.087 I 999 360 L 2144 /259 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.210 I 999 240 H 1891 /239 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.032 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.078 G - - L Min Brg Width Req= 3.2 NCBCLL:10.00 Mean Height:20.83 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= - Bearing L is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.428 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.673 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.681 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 C-D 409-2906 E-F 412 -2966 Lumber D-E 353-2584 Top chord 2x4 HF#2 Bot chord 2x6 HF SS Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W5 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Bracing L-K 2204 -316 J-I 2507 -349 K-J 2507 -349 I-H 2371 -347 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) L-C 452-2857 E-I 1047 -115 TC:From 66 plf at 0.00 to 66 plf at 9.94 C-K 543 -51 I-F 400 -67 TC:From 33 plf at 9.94 to 33 plf at 16.06 K-D 954 -108 F-H 428 -2899 TC:From 66 plf at 16.06 to 66 plf at 24.00 BC:From 20 plf at 0.00 to 20 plf at 9.95 BC:From 10 plf at 9.95 to 10 plf at 16.05 BC:From 20 plf at 16.05 to 20 plf at 24.00 BC: 799 lb Conc.Load at 9.95,16.05 BC: 319 lb Conc.Load at 12.00,14.00 Loading P ��,.. ROFESS r1 Bottom chord checked for 10.00 psf non-concurrent C./ G(N F ,GZ bottom chord live load applied per IRC-15 section F 301.5. 19575 7 Purlins In lieu of structural panels use purlins to brace all flat i TC @ 24"oc. 1. 1/2118 OREGON Wind /I .J Wind loads and reactions based on MWFRS. 9 +n.29,19 i Left cantilever is exposed to wind R0L o W.N� Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid 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 Details, unless noted otherwise. Defer to Refer N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 proressionar 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. 8351 Rovana Cirde Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEQN:292245 /T43 HIPS Cost:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1356.41317 Truss Label: Cl JCJ / GWH 08/21/2018 2712 7'4"4 11'11"4 14'0"12 18712 24' 2'2"12 51"8 4,T, 2'1"8 4,T, 5'4"4 =4XD5 =4X5 E 12 1111.5 4 �3 5 F M co W4 36X5 3X5 G M _J_ AI 2X4(A1) Iel L K J I H 1111.5X4 =4X8 3X5 =3X7 1114X5 1113X5 2' 1 22' i 2,2"12I 51"8 6'8"8 4,T, 5 4 4 2'2"12 7'4"4 14'0"12 18'7"12 24' Loading Criteria(pal) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.047 J 999 360 M 1214 /50 /536 /- /86 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.105 J 999 240 H 1018 /50 /410 /- /- /- BCDL: 10.00 Risk Category:I1 Snow Duration:1.15 HORZ(LL): 0.016 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:21.33 ft HORZ(TL):0.036 C - - M Min Brg Width Req= 1.6 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.425 Bearing M is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.401 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.589 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.O327.16 B-C 287-1335 E-F 316 -1141 Lumber C-D 384-1340 F-G 308 -1386 D-E 299 -931 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W4 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading L-K 909 -134 J-I 1186 -212 Bottom chord checked for 10.00 psf non-concurrent K-J 909 -134 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat M-B 324-1123 I-G 1156 -193 TC@24"oc. B-L 1105 -179 G-H 260 -969 Wind C-L 179 -409 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 0�� N4G%N F 'py 19575 I' 7 /r /S i 1. 1/2118 OREGON 9'OLDWNA• Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI..Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly 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 Joints Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ,COMPANY truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and braciI ng of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEAN:292241 /T44 SPEC Cost:R7175 JRef: 1WdO7175OOO7 BUTTERFIELD PARK LOT 9 Qty: 2 FROM:IKE DrwNo: 233.18.1356.43307 Truss Label: C2 JCJ / GWH 08/21/2018 H 2212-- 7'4"4 -I- 13' -I- 187'12 -- 24' -I 2'2"12 5'1"8 5'7"12 5'7"12 5'4"4 -4XD5 ea 6 12 3,e \3E o it; %38X5 3X5 F to A - 11-13D inIII ". ■ ���� —2X4(A1) 1111.15X4 =3X5 w3X5=3X7 =4X5 1113 5 F--2' A 22' 1 2712 5'1"8 5712 5712 5'4'4 2'2"12 7'4"4 13' 187"12 24' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.041 I 999 360 L 1133 /53 /534 /- /95 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.101 I 999 240 G 923 /52 /408 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height 21.60 ft HORZ(TL): 0.030 G - - L Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.432 Bearing Lisa rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.328 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.527 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 287-1168 D-E 318 -970 Lumber C-D 296 -967 E-F 317 -1244 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading K-J 989 -212 I-H 1059 -220 J-I 989 -212 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind L-B 332-1037 I-E 131 -380 Wind loads based on MWFRS with additional C&C B-K 989 -187 H-F 1035 -199 member design. D-I 437 -100 F-G 266 -877 Left cantilever is exposed to wind 4,1%0 PRopSv.„ X45 t,G%NFF '0 19575 lir %r /S i 1 1/2118 OREGON Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building comelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 for permanent lateral restraint of webs shall have bracing 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-Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY 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 essiona 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292252 /T45 HIPM Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1356.52820 Truss Label: C3 JCJ / GWH 08/21/2018 2712 10'1" 1311"4 18714 24' 22"12 I T10"4 3'10"4 I 4'10"10 5'2"2 4X05 1111.5X4 =3X5 E F a p m :,..,-35 12 i' 6 L,,,---- W8 W8 (a) w6 :38X5 W2 A _ i = .. = 2X4(A1) L K-3X5 =3X5 =3X5 =3X10 1113X5•• 1111.5X4 I—2' 1 22' A I 2712 I 7'10"4 3'10"4 _ 4'10"10 572 2712 101" 13'11"4 18'714 24' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.040 C 999 360 L 1135 /33 /568 /- /153 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.097 C 999 240 G 923 /87 /400 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 H - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.023 H - - L Min Brg Width Req= 1.5 Mean Height 21.83 ft G Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.611 Bearing L is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.435 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.868 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 209-1243 D-E 147 -565 Lumber C-D 227 -943 E-F 146 -562 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W6,W8 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Bracing K-J 1013 -327 I-H 745 -228 J-I 1013 -327 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent L-B 291 -999 E-H 126 -403 bottom chord live load applied per IRC-15 section B-K 801 -18 H-F 936 -243 301.5. C-I 167 -444 F-G 236 -881 Purlins I-D 437 -114 In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C op PROFFS, member design. '(' AN Right end vertical not exposed to wind pressure. 0,� r,G 1 N F� '0 Left cantilever is exposed to wind 19575 41 7f: r / /i i 1 1/2118 OREGON J 9-.OLD W N�: Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building comelius OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing indicates acceptance of orooessronal engineering responsibility solely for the design shown. The suit bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292250 /T53 HIPM Gust:R7175 ;Ref: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1357.02650 Truss Label: C4 JCJ / GWH 08/21/2018 7292 101" 1511"4 19'9"14 24' 2'2"12 7'10"4 5'10"4 3'10"10 4'7'2 =4X5 1111.5X4 m3X5 D E F 12 � A 6 03015 =2X4(A1) -L K J I H GI. 1111.5X4 Job Number: 0718099 Ply: 1 SEQN:292248 /T50 HIPM Gust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DmNo: 233.18.1400.33820 Truss Label: C5 JCJ / GWH 08/21/2018 2712 10'1" 1T11"4 24' H 7712-I- I-I- 710"4 -I- 60"12 -I =4X5 1112X4 E F lid T ,3X5 12 C5 �• r> 6 V �� (a) a o, (a) m 36X5 yI, A 'r1m. 43 .. — mam — =2X4(A1) 1111.5X4 =3X5 =3X5 =3X5 1113X5 I-2' • 22' 1 2212 710"4 710"4 61312 2'2"12 101" 17'11"4 24' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.041 C 999 360 K 1133 /26 /578 /- /205 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.100 C 999 240 G 932 /112 /422 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.83 ft HORZ(TL): 0.030 G - - K Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.993 Bearing K is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.556 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.486 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 160-1240 D-E 102 -661 Lumber C-D 75 -714 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs 2x4 HF#2:W1,W3 2x4 HF Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Bracing J-I 1032 -353 H-G 480 -148 I-H 1032 -353 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. bottomBottom chord hecked for 10.00 23 -81 ochord live load applied per IRC-15 section non-concurrentsf �`l(c�� PF�SsjO B-B 265 921 1021 E-G 1 H-E 264 -856 „,,,GINE.�`� Z C-H 244 -648 Purlins 19575 9 r In lieu of structural panels use purlins to brace all flat TC @ 24"oc. /- -...- I. I. 1/2118 Wind OREGON Wind loads based on MWFRS with additional C&C member design. 9Ven.20,194b 't• Right end vertical not exposed to wind pressure. 9-0L e W W.NW Left cantilever is exposed to wind Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)far safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITWcoMPANv 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 essiona engineering responsibility solely for the design shown. The suability 8351 Rovana and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. Sacramento,C Circle 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.corn:TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEQN:292254 /T36 HIPM Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1400.40427 Truss Label: C6 JCJ / GWH 08/21/2018 2'2"12 10'1" 17'8"4 24' I" 2'2"12 I 7,10"4 I" 77"4 I" 6.3"12 =4X5 )12X4 D E 111.11.1111.11.1.11111111117 12C5 6 Ii (a) o in m (a) g; 38X5 I =2X4(A1) 1111.5X4 =3X5 =3X5 =3X5 )13X5 1--2' 1- 22' A 2,2"12 7'10"4 77"4 '. I 6,3"12 H 2'2"12 10'1" 17'8"4 24' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.039 C 999 360 J 1133 /27 /578 /- /202 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.098 C 999 240 F 923 /111 /420 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 F - - Wind reactions based on MWFRS EXP:B HORZ(TL): 0.029 F - - J Min BReq Width 1.5 Des Ld: 42.00 Mean Height:22.77 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.929 Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.539 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.467 Members not listed have forces less than 375# g Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 163-1210 C-D 110 -682 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 HF#2 Webs 2x4 HF#2:W1,W3 2x4 HF Std/Stud: I-H 988 -351 G-F 476 -153 Bracing H-G 988 -351 (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Loading J-B 268-1000 G-D 525 -81 bottom chord checkedBottom chord e load appl ed per IRC 15 ssf ection non-concurrent ,�����PROFFS,s, B-I 872 -20 D-F 264 -817 301.5. �f' �G 1 N EF /o C-G 239 -637 Purlins 19575 1 In lieu of structural panels use purlins to brace all flat TC @ 24"oc. IS ''''- 1. 1/2118 Wind OREGON J Wind loads based on MWFRS with additional C&C GI member design. Asn 20,19sb Right end vertical not exposed to wind pressure. 9R OLD W.N''' Left cantilever is exposed to wind Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlinf shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 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 JoinDetails , unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN W COMPANY truss in conformance with ANSIIThandling,PI 1,or for shipping,installation and braciITN of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTessional 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcinduslry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 2 SEQN:292266 /T46 HIPM Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1400.43070 Truss Label: C7 JCJ / GWH 08/21/2018 I S S 2 Complete Trusses Required 3'810 7'5"4 136" 17'7"4 _ 22 3'8"10 3'8"10 6'0"12 4'1"4 4'4"12 =4X5 1111.5X4 =4X5 D E F s T 6 Cs iII r m3B 5 r` l5X7 A m WI 1161 1 w1. = l� MIN L K J I H G M =4X8 =6X8 =4X5 =4X5 =5X7 1111.5X4 III3X5 1 22' 1 3,8"10 ', 3'8"10 60"12 4'1"4 I 4'4"12 3'8"10 7'5"4 13'6" 17'7"4 22' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.091 K 999 360 M 4622 /317 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.213 K 999 240 G 2209 /122 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B - HORZ(TL):0.058 B - - M Min Brg Width Req= 2.5 NCBCLL:0.00 Mean Height:22.72 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - TCDL:6.0 psf rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.299 Bearing M is a g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.585 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.852 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 181 -2979 D-E 32 -595 Lumber Wind B-C 134-2833 E-F 31 -594 C-D 72-1251 Top chord 2x4 HF#2 Wind loads and reactions based on MWFRS. Bot chord 2x6 DF-L#2 Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF#2:W1,W3,W4,W5 2x4 HF Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Nailnote L-K 2634 -154 J-I 2437 -113 Nail Schedule:0.131"x3",min.nails K-J 2437 -113 I-H 1039 -53 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @o.c. Maximum Web Forces Per Plylbs Webs :1 Row @ 4""o.c50"o.c. (lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. A-M 135-2081 I-D 1201 18 Special Loads " ED PROP . A-L 2699 -158 D-H 45 -941 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) * "`SA-, K-C 1671 -31 H-F 1183 -63 TC:From 66 plf at 0.00 to 66 plf at 22.00 �� 14G t N e . �0 C-I 78-1756 F-G 71 -1084 BC:From 10 plf at 0.00 to 10 plf at 7.4419575lib 1, BC:From 20 plf at 7.44 to 20 plf at 22.00 f BC:1171 Ib Conc.Load at 2.00 BC: 577 lb Conc.Load at 4.00 (` '� BC: 590 lb Conc.Load at 6.00 I. 1/2118 BC:2684 lb Conc.Load at 7.44 OREGON Purlins 9 von.20,19 J In lieu of structural panels use purlins to brace all flat "-OLD w*N� TC@24"oc. Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,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 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. Defer to ALPINE" drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 Drofessfonar 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. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:whwv.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEQN:292202 /T54 MONO Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 6 FROM:IKE DrwNo: 233.18.1401.28547 Truss Label: C8 JCJ / GWH 08/21/2018 T4" ! 144"I }6 T4" T 7 Ill 5X4 C, G 03X5 B WS 2 67 a),t a) 03X5 AM 1 ' E _ H G F 1111.5X4 =3X5 =4X5 1 1400 1 T.4.. T T4" 14'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl IA Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.023 G 999 360 H 621 /- /303 /- /167 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.057 G 999 240 E 621 /98 /316 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.007 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.016 D - - H Min Brg Width Req= - Mean Height 22.97 ft Code/Misc Criteria CreepFactor:2.0 E Min Brg Width Req= NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.740 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.626 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.573 Chords Tens.Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): A-B 42 -747 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Bot chord 2x4 HF#2 G-F 583 -224 Webs 2x4 HF Std/Stud:W4,W5 2x4 HF#2: Bracing Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. A-H 118 -567 B-F 272 -707 Loading A-G 524 0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 4"' PROFSSS, 19575 �411 iy ciii 1 1/2118 OREGON J 9,'OLD W r Renews 6t3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fl safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 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 ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e 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 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinsl.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292204 /T56 HIPM Gust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1407.57630 Truss Label: C9 JCJ / GWH 08/21/2018 7'4" 13'11"4 114'6" 7'4" 6'7"4 6"112 =4X5 1111.5X4 C T2 D 4 C T2 D 5 elf N m of A :03X5 10 _r_ L Mi!- 8N F I H G 1111.5X4 =3X5 =4X5 1 14'6" 1 7'4" 7' 7'4" 14,4„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.052 C 999 360 I 621 /- /304 /- /159 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.123 C 999 240 F 667 /93 /311 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 D - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.83 ft NCBCLL:10.00 TCDL:4.2 psf HORZ(TL):0.058 D - - I Min Brg Width Req= - Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.950 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.627 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.491 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 51 -771 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 DF-L#2:T2 2x4 HF#2: Chords Tens.Comp. Bot chord 2x4 HF#2 H-G 618 -229 Webs 2x4 HF Std/Stud:W4,W5 2x4 HF#2: Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-I 123 -567 B-G 277 -750 A-H 579 0 Loading Bottom chord checked for 10.00 psf non-concurrent ��� p PROP . bottom chord live load applied per IRC-15 section 301.5. G t N,c 'p Purlins O 19575 ." y In lieu of structural panels use purlins to brace all flat %r TC @ 24"oc. /L i i Wind I. 1/2118 Wind loads based on MWFRS with additional C&C OREGON J member design. '9A"en.20,19 ' ` , Right end vertical not exposed to wind pressure. -1 O`Q W.N Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f3'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 810, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN IiW COMPANY 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 essiona engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is theitresponsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292232 /T17 SPEC Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1408.25847 Truss Label: D JCJ / GWH 08/21/2018 176" 1,6121 2'2"12 6'1" _ 9114 - 14' _ 15'11"41 H 21' _1 23' i 2'2"12 3'10"4 3'10"4 4'0"12 1'11"4 3'6" 2' =4X5 G =4X5 1111.5X4 ;6X8 el D E F O 3X5 H 612 c5 3X51 to Co to 5 o 1111.5X4 to B 0 N M =5X7 1111.5X4 =3X7 =3X5 M 1 EN L,-E3Ao l� I =2X4(A1) J _I5 R 11114XX8 p K 1111.5X4 1113X5 -3X5 I-2' 1 11'9"4 1 7'8"4 1 1,66-1 1 2'2"12 1 78"8 4'0"12 1 1'11"4� 3'6" I 2 1 2'2"12 9'11"4 14' 15'11"4 1'6„121 21' 23' I 176" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.019 Q 999 360 R 993 /55 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.048 Q 999 240 p 1533 /142 /- /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.012 K - - K 477 /- /2 /- /- /5.5 Des Ld: 42.00 EXP:B HORZ(TL):-0.031 K - - Wind reactions based on MWFRS Mean Height:15.00 ft Brg Width Re =R Min q NCBCLL:10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:2.01.5 P Min BrgWidth Re 2.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.220 q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.536 K Min Brg Width Req= 1.5 RepFactors Used:Yes Max Web CSI: 0.855 Bearings R,P,&K area rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Lumber Wind C-D 99 -870 Top chord 2x4 HF#2 Wind loads and reactions based on MWFRS. Bot chord 2x6 HF#2 Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per PI Webs 2x4 HF Std/Stud Y(lbs ) Left and right cantilevers are exposed to wind Chords Tens.Comp. Chords Tens. Comp. Special Loads R-Q 755 -89 Q-P 659 -72 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 66 plf at 0.00 to 66 plf at 9.94 Maximum Web Forces Per (lbs) TC:From 33 plf at 9.94 to 33 plf at 11.94 Ply TC:From 66 plf at 11.94 to 66 plf at 23.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 20 plf at 0.00 to 20 plf at 10.00 R-C 153-1052 P-O 25 -457 BC:From 10 plf at 10.00 to 10 plf at 14.00 Q-D 1058 -102 H-L 32 385 BC:From 20 plf at 14.00 to 20 plf at 23.00 p_p 118-1097 L-K 13 -421 BC: 480 lb Conc.Load at 0.0 ��, 0 PRO ass BC: 319 lb Conc.Load at 10.00,11.94 E F Loading G.' �G%NE'c� �0y Bottom chord checked for 10.00 psf non-concurrent 19575 y bottom chord live load applied per IRC-15 section r- 301.5. r 301.5. dilli Purlins 1: 1/2118 In lieu of structural panels use purlins to brace all flat 0 OREGON J TC@24"oc. �'r�to w•Ndti o r Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 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. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY 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 oroTessional engineering responsibility solely for the design shown. The suitability and use of this clawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEQN:292234 /T24 HIPS Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1408.52257 Truss Label: D1 JCJ / GWH 08/21/2018 2'2"127'1" 11'11"4 14' 17'0"12 21' 23' 2'2"12 I 4,10"4 4'10"4 2'0"121 3'0°12 3'11"4 2' "I =4X5 1111.5X4 =4X5 X E F 3X5 12 3X5 G 6I/ C •iNte .3X5 co # H 1.sxa • - u 0 T T B M L =3X5 K cov P 4X5 =3X5 CO N 1 A,� = _ = ■ <3 . II o __ 2X4(A1) 3X5 --=-3X5 I =3XX5 N J 1111.5X4 1113X5 1113X5 1—2' 1 1174 1 T8"4 1 1'6"8-i 2712 9'8"82'0"12 3'0"12 3'11"4 2' H 2'2"12 I 11'11"4 1 14' 17'0"12 1 21' 1 23' -i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.011 C 999 360 P 735 /- /354 /- /76 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.028 C 999 240 N 800 /- /373 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 I - - J 536 /- /253 /- /- /5.5 Des Ld: 42.00 EXP:B HORZ(TL): 0.013 I - - Wind reactions based on MWFRS Mean Height 15.00 ft P Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.384 N Min Brg Width Req= 1.5 J Min Brg Width Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.542 Bearings P,N,&J are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.427 Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Chords Tens.Comp. Lumber P-O 422 -160 Top chord 2x4 HF#2 Bot2F #2 Webss 2x4 HF Std/Stud Maximum Web Forces Per Ply(lbs) Std/StudWebs Tens.Comp. Webs Tens. Comp. Loading P-C 203 -554 N-M 83 -437 Bottom chord checked for 10.00 psf non-concurrent 0-D 386 -40 G-K 175 -448 bottom chord live load applied per IRC-15 section D-N 87 -505 K-J 164 -481 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. '4'V.,ED ROpk. Wind Wind loads based on MWFRS with additional C&C ' tkGINEp �0 ? member design. 0 19575 4 y Right end vertical not exposed to wind pressure. rLi f Left and right cantilevers are exposed to wind / /s I. 1/2118 OREGON v 9,Q° o, rLDW• Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathingq 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, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 processional 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinsl.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292237 /T9 HIPS Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1410.25123 Truss Label: D2 JCJ / GWH 08/21/2018 2712 8'1" 1311"4 15'0'11I2 21' 23' 2,2"12 510,•4 510"4 1'1"!3 511"4 2' =4X5 =5X5 D E SBMi' „.--;3e5 �3F5 12 co 6 0 3X5 G r` 3X5 ji — 4� ` T T Er A L 4X5 K 3X5 =3X5 N A — aa i �J- 2X4(A1) =3X5 M I 11118X4 O 1111.5X4 1113X5 1113X5 1—2' , 11'9"4 1 7,8"4 1'6"8'.{ 2'2"12 510"4 511" I 1'0"112 5'11"4 2' 2'2"12 8'1" 14' 15'0'"12 21' 23' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.014 G 999 360 0 695 /- /342 /- /91 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):-0.038 G 999 240 M 898 /- /395 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.028 I - - I 568 /0 /263 /- /- /5.5 Des Ld: 42.00 EXP:B HORZ(TL): 0.083 I - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 0 Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.540 M Min Brg Width Req= 1.5 BCDL:6.0 psf I Min Brg Width Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.301 Bearings 0,M,&I are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.893 Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Lumber B-C 142 -557 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading N-M 436 -137 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins O-B 253 -598 L-E 127 -473 In lieu of structural panels use purlins to brace all flat B-N 446 -71 F-J 219 -508 TC @ 24"oc. C-M 179 -567 J-I 200 -556 EO PROFESS M-L 54 -512 Wind ��� Wind loads based on MWFRS with additional C&C . G i N F �O member design. 19575 �' , Right end vertical not exposed to wind pressure. r Left and right cantilevers are exposed to windalb, r i I. 1/2118 OREGON J Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.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 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. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ANrwCOMPANY truss in conformance with ANSIITPI 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 suit brhty 8351 Rovana Circe and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,C i 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEON:292228 /T74 HIPS Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1410.32463 Truss Label: E JCJ / GWH 08/21/2018 2712 511"4 9'0"12 12'9"4 15' I' 2'2"12 3'8"8 3,1„8 3,8„8 2,2„12 -4X5 =4X5 D T6 12 se 1%00400 CO -.38X5 '-3X5 in 01 A IM _ ._. �M� F 4"3 I \\ 2X4(A1) I HG 1111.5X4 3X5 3X7= K g I111.5X4 -2X4(A1) 2' 1 9,5„8 -1 3,6„8 H 22"123'8"8 3'1"8 3'8"8 2'2"12 2,2"12 H 5'11"4 a 9'0"12 12'9"4 I 15' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.042 G 999 360 J 791 /60 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.105 G 616 240 K 1076 /85 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.023 C - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height 15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= 1.5 Bearings J&K are a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.318 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.610 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.277 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 96 -636 E-F 463 -30 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L#2 Webs 2x4 HF Std/Stud I-H 494 -74 G-F 20 -376 Special Loads H-G 24 -647 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 66 plf at 0.00 to 66 plf at 5.94 TC:From 33 plf at 5.94 to 33 plf at 9.06 Webs Tens.Comp. Webs Tens. Comp. TC:From 66 plf at 9.06 to 66 plf at 15.00 J-B 101 -718 H-E 554 -70 BC:From 20 plf at 0.00 to 20 plf at 5.95 B-I 584 -69 E-G 101 -693 BC:From 10 plf at 5.95 to 10 plf at 9.05 BC:From 20 plf at 9.05 to 20 plf at 15.00 BC: 264 lb Conc.Load at 5.95,9.05 BC: 135 lb Conc.Load at 7.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Ito PROFF Purlins 4' S'S In lieu of structural panels use purlins to brace all flat sf 0G%N l� vF O TC @ 24"oc. O4h " 19575 • 'p r Wind Wind loads and reactions based on MWFRS. /API Left and right cantilevers are exposed to wind 1 1/2118 OREGON 9'Q0L I20, Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg insalled per BCSI sections B3,B7 or B10, /411 as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of MA/Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ANMNCOMPANY truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessronat 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 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292230 /T6 SPEC Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 2 FROM:IKE DrwNo: 233.18.1411.38093 Truss Label: El JCJ / GWH 08/21/2018 2712 I 7'6" 11'5"8 H 2'2"12 5'3"4 3'11"8 Job Number: 0718099 Ply: 1 SEQN:292119 /T69 HIP_ Gust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1412.11157 Truss Label: FG1 JCJ I GWH 08/21/2018 1'8"14II 3'11"12 5'8"14 7'8"14 9'8"14 11'8"10 1'8'14 2214 1'9"2 2' I 2' I 111"12 =4X5 C G\ 12 13.42 7 i h 3X5(") ry A . m or, — 1 1 h N I\ iN 13.42 \ 12 G i 1w i i i 1616.O K 5 �2X4(D8R) 4X I- 1113'10 I 1'8"14 4' 2' 2' 1'11"12 h 1,8,.1458„14 7,8„14 9,8„14 11,8„10 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L./clef] U# TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.021 I 999 240 BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Des Ld: 42.00 EXP:NA HORZ(TL):-0.021 E - - Mean Height NA ft NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.014 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.017 Spacing:24.0” C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.022 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:M2 2x4 HF#2: Plating Notes All plates are 1.5X4 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Ep PROFF Additional Notes 4; Ss This"Hip Frame”may be used in place of purlins on J' t4G%N E . �% the hip plane to brace the flat top chord of hip 19575 y trusses.See detail drawing HIPFRAME1014 or 1.- H I PF R 1801014 for additional information. /' all i 1. 1/2118 OREGONGI J 9LIoNv9-OW o Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricatinghandlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and'SBCA)ft-5'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled 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. Defer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildingg�Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN, COWAN,' truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and braciPN ng of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essrona 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:ewwv.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292114 /T37 HIP_ Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1412.24427 Truss Label: FG2 JCJ / GWH 08/21/2018 4 2' 3'9"1 5'6"3 7'5"15 7' "3 4 1'11'12 - 1'9"1 1'9"1 1'1112 d"4 =4x5 C m 13.42Arlill\1/4„ v02X4i11 i (DBR) iE I- T5"15 I '4 1'11"12 1'9"1 1'9"11'11"12 4 '4 2' 3'9"1 56"3 I 7,515 7'6"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 F 999 240 BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Des Ld: 42.00 EXP:NA HORZ(TL):-0.000 F - - NCBCLL:0.00 Mean Height:NA ft TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Soffit 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.000 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. . `- PROP G1NF �O O 19575 X41 9 411111- ' %r 1': 1/2118 OREGON 9-OCD W9� � Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted o"therwise,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 610, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN mn,caa,,wr truss in conformance with ANSITI-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e, listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.corn:ICC:whwv.iccsafe.org Job Number: 0718099 Ply: 1 SEAN:292112 /T20 HIP_ Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1412.32347 Truss Label: FG3 JCJ / GWH 08/21/2018 g'4 2' 3,9"14 5712 778 73"12 d"4 1'11"12 1714 1714 1'1112 "4 =4X5 C /I1 :4I2x4z: E i i I 778 H 9 4 1'11"12 1714 1714 1 1'11"12 4 d"4 2' 3714 5712 778 7'712 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 H 999 240 BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Des Ld: 42.00 EXP:NA HORZ(TL):-0.000 F - - Mean Height:NA ft Code I Misc Criteria Creep Factor:2.0 NCBCLL:0.00 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.000 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hipplane to brace the flat topchord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. .cC�EO PROFESS viD 19575 41 7 1r 1. 1/2118 OREGON v 9QO ;oNv, Lwo Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7,_or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANIPA'C ,AN,' 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 professional engineering responsibility solely for the design shown. The suit bility and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circe For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292128 /175 HIP_ Gust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1412.39570 Truss Label: FG4 JCJ / GWH 08/21/2018 3'0"3 9'4 2' 2'6„16111 4'11"15 5.{D„3 R'4 1'11"12 6"11 1'11"12 0'4 =3X5 C ' I\ 12 13.42 ,2X4(D8R) iv g2X4(D8R) A �- 411"15 -� 4 1'11"12 1'0"3 1'11"12 4 2' 3'0"3 411"15 5.10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 G 999 240 BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Des Ld: 42.00 EXP:NA HORZ(TL):-0.000 F - - NCBCLL:0.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.000 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. -e_so PROFESS 0s5 a4GiNEc OZ • 19575 44 9 /S i Airr 1. 1/2118 OREGON"on eb 4OLD W V0 Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin 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, as applicable. Applplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positi - ons. Alpine,a division of 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 orofessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:ewiw.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEAN:292126 /T60 HIP_ Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1413.26027 Truss Label: FG5 JCJ / GWH 08/21/2018 I 1'8"3 13'"14 4 1715 2,11'12 62 5'S'14 7'5"10 „4 1,3„9 2' '' 111„12 H =3X5 C -U A\ \\, 12 13.42 7 .. 3X5("") y o' A to En TT to 91 m (0 F 13.42 7 4.„,....." , 1 112I �2X4(D8R) 4X5 H 7,5,10 4 1'11"7 2' 1'11"12 „4 1 6 3 3'5"14 5'S"14 7'5'10 1'6'7 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 BOLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.022 G 999 240 BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - EXP:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL): 0.012 C - - NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.030 Load Duration:1.15 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI: 0.015 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI:0.005 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes This"Hip Frame may be used in place of purlins on ' �sp PRQFF the hip plane to brace the flat top chord of hip (G S+ trusses.See detail drawing HIPFRAME1014 or � N 'V HIPFR1801014 for additional information. Ui%) �G E . OZ 19575 11 9 r /S �i I. 1/2118 1 GI OREGON v ' ..20.198 ` `O W. V Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeily attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, i0 as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANMN COWAN', 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 prolessional 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. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEQN:292123/177 HIP_ Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1413.53303 Truss Label: FG6 JCJ / GWH 08/21/2018 0E14 2' 3V12 5'3"3 d"4 1'11"12 1'6"12 1'8"7 =3X5 C E 12 �•-■, 13.42 c1 ^_ o 2X4(D8R) A ■ ■ ■ ■ ■ 11.111 F 5'3"3 lq"4 1'11"12 2' 1'3"3 II 4 2' 4' 5'3"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L./clef) U# TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 C 999 240 BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - EXP:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL): 0.000 D - - NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.001 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. •C� PROF�`SS O�5 ‘AGINe0 OZ 19575 '9 I. 1/2118 OREGON 9,Q ,i944_ OLD ." Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properlyrl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 1810, /411161/4. as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN INN COWAN, 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 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292130 /T47 HIP_ Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1414.00877 Truss Label: FG7 JCJ / GWH 08/21/2018 4 2' 3'0"1 4'0"3 5'11"15 6' "3 '4 1'11"12 1'0"1 1'0"1 1'11"12 '4 =3X5 C Al. 12 13.42 A1 io �2X4(D8R) ,2X4(DBR) A E ■ ifr ■ ■ I- 511"15 1 4 111"12 2'0"3 111"12 era '4 2' 4'0"3 5'1115 6t1"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 A* 2 /- /- /- /- /72.2 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 F 999 240 A Min Brg Width Req= - BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface. EXP:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL):-0.000 F - - NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.000 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or H I P FR 1801014 for additional information. &DEQ PRO/��sii' �O rOGINie0 HOZ 19575 '169 r , (41W AP. I. 1/2118 OREGON -J 9-Ai..OLo wN�` Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byy�TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.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 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. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 prooessionaT engineering responsibility solely for the design shown. The suit bility and use of this drg awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 oec.2. 8351 Rovana Circe For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292264/T28 HIPS Gust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1414.17947 Truss Label: G JCJ / GWH 08/21/2018 2'1"12H-- T1P'4 + 9,6',12+ 15'6" H 2'1"12 5'9"8 1 7 8 5'11"4 -4X5 =4X5 C D 12 SI C 6 V cn 04X5 B 4X5 E 2X4(A1) 0 * m A L I nH G F =5X5 -6X8 1113X7 1111.5X4 I-2' 1 136" 1 2'1"125'9"8 178 5'11"4 21"12 I 7'11"4 9'6"12 I- 156„ H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:ll PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.036 G 999 360 I 1389 /166 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.088 G 999 240 F 1171 /152 /- /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.006 E - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.016 E - - I Min Brg Width Req= 1.9 Mean Height:20.33 ft F Min BrgWidth Re NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 q= - TCDL:4.2 psf BearingI is rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.715 a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.431 RepFactors Used:Yes Max Web CSI: 0.711 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 251 -1657 D-E 253 -1692 Lumber C-D 208-1431 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud Chords Tens.Comp. Special Loads H-G 1378 -202 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 66 plf at 0.00 to 66 plf at 7.94 Webs Tens.Comp. Webs Tens. Comp. TC:From 33 plf at 7.94 to 33 plf at 9.56 TC:From 66 plf at 9.56 to 66 plf at 15.50 I-B 218-1241 D-G 499 -37 BC:From 20 plf at 0.00 to 20 plf at 7.95 B-H 1231 -177 G-E 1409 -202 BC:From 10 plf at 7.95 to 10 plf at 9.55 H-C 418 -44 E-F 181 -1118 BC:From 20 plf at 9.55 to 20 plf at 15.50 BC: 647 lb Conc.Load at 7.95,9.55 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins ���ED PROFS In lieu of structural panels use purlins to brace all flat ., �G(N FF %O TC@24"oc. CD 2 19575 9 Wind %r Wind loads and reactions based on MWFRS. 411111 Left cantilever is exposed to wind 1. 1/2118 OREGON 9,Q°L�o�y9N�: Renew.6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall providetemporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per CSI sections B3,B7 or B10, /11111 as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY 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 shown. The suability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEAN:292258 /T57 SPEC Gust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1414.49140 Truss Label: G1 JCJ / GWH 08/21/2018 2'1"12 59" 156" 2'1"12 67"4 6'9" o/4X5(R1) -v • 12 6 � o 3X5 '-:,'3X5 B D I 4 T A - - _ kt I T2 a Q f-- „III W ( ) F E —2X4 Al IIIC1.5X4 3X7 1113X5 l--2' 1 13'6" j 2,1•,12 , 674 6'9" 2'1"12 8'9" 15'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.013 F 999 360 G 770 /23 /375 /- /62 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.030 F 999 240 E 577 /26 /247 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.007 D - - G Min Brg Width Req= 1.5 Mean Height:20.53 ft Code/Misc Criteria CreepFactor:2.0 E Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf G is arigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.866 Bearing Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.404 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.725 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 202 -637 C-D 215 -632 Lumber Maximum Web Forces Per Ply(lbs) Top chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud G-B 291 -670 F-D 429 -80 Loading B-F 466 -98 D-E 211 -520 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind ,��op PRopFSs ) 14G 1 N EIS 10 ° 19575 Z r r ilia r 1. 1/2118 OREGON -rm.`..en. Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,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, as applicable. Apply plates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY 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 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.corn:TPI:wi✓w.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEAN:292260 /T55 COMN Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1414.51057 Truss Label: G2 JCJ / GWH 08/21/2018 13'6" I6,9„ I- 6,9., H 5X5(R 1) 1 B 12 I 6 to 00 NI- AX5 3XC FE, ■ ■ F E D 1113X5 =3X7 1113X5 A 13'6" A F 6'9" - 13,6" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.014 E 999 360 F 590 /28 /253 /- /50 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.034 E 999 240 D 590 /28 /253 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 C - - Wind reactions based on MWFRS EXP:B g HORZ TL:0.006 C - - F Min B Width Re 1.5 Des Ld: 42.00 Mean Height:21.03 ft ( ) q NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - TCDL:4.2 psf Bearing F is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.865 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.719 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 232 -678 B-C 232 -678 Lumber Top chord 2x4 HF#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 HF Std/Stud A-F 223 -535 E-C 478 -100 A-E 478 -100 C-D 223 -535 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. .c�EO PROF�`SS O�5 oGtNEk ,0 19575 41 lar Si, 1': 1/2118 OREGON Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 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 ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN TNYAMPANY 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 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:wrowv.alpineitw.com;TPI:www.tpinsl.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292207 /T65 COMN Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1414.58170 Truss Label: G3 JCJ / GWH 08/21/2018 3'3"8 6'9" 10'2"8 13'6" H -' -' -' H 3,3„8 3,5.,8 3,5„6 3.3„8 1114X5 12 A6 36X5 '-.-',.3X5 I► Z. =6X8 =6X8 A E ,-E, r .. IME MN ii IAN: ■ r• r• - ■ i X11 J I H G F 1113X5 =5X7 =5X7 5X7 1113X5 1 13'6" A 3'3"8 3'5"8 3'5"8 3'3"8 F 3,3"8 6'9" 10'2"8 13'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.060 H 999 360 J 2684 /41 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.138 H 999 240 F 2684 /38 /- /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.016 B - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.037 B - - J Min Brg Width Req= 2.9 Mean Height:21.03 ft F Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.323 Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.762 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.968 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 52-2933 C-D 48 -2436 Lumber B-C 48-2436 D-E 52 -2933 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 Webs 2x4 HF Std/Stud:W2,W8 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Special Loads 1-H 2554 -42 H-G 2554 -41 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 66 plf at 0.00 to 66 plf at 13.50 Webs Tens.Comp. Webs Tens. Comp. BC:From 10 plf at 0.00 to 10 plf at 13.50 BC: 621 lb Conc.Load at 0.75,2.75,4.75,6.75 A-J 53-2169 H-D 14 -529 8.75,10.75,12.75 A-I 2666 -37 G-E 2666 -36 Loading B-H 15 -529 E-F 53 -2169 Bottom chord checked for 10.00 psf non-concurrent C-H 1900 0 bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. PROF 4,10S 0 �5 aG%NFl� '0 19575 41 "y r I. 1/2118 OREGON 9RrN ',OC20,194b W � Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7 or 810, as applicable. Applplates to each face.otruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 pro7essional 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. 8351 Rovana Cirde For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:wewv.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 3 SEAN:292277 /T42 COMN Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1416.49220 Truss Label: G4 Page 1 of 2 JCJ / GWH 08/21/2018 I 5 < 5 3 Complete Trusses Required 193 2'4"8 „ 578 11'3" 16'3"11 I1G'10"8 I 21'012 26'9"6 32'6" I 33'9" 5'7"8 5'7"8 5'0"11 6'!!13 1'9"12 5'8"10 518'10 1'3'1 — Job Number: 0718099 Ply: 3 SEQN:292277 /T42 COMN Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1416.49220 Truss Label: G4 Page 2 of 2 JCJ / GWH 08/21/2018 Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 33 plf at 0.00 to 33 plf at 12.00 TC:From 33 plf at 12.00 to 33 plf at 19.25 TC:From 1 plf at 19.25 to 1 plf at 33.75 BC:From 10 plf at 0.00 to 10 plf at 33.75 BC: 250 lb Conc.Load at(2.00,18.04) BC:1891 lb Conc.Load at(4.00,18.04) BC:1018 lb Conc.Load at(6.00,18.04) BC: 923 lb Conc.Load at(8.00,18.04),(10.00,18.04) (12.00,18.04),(14.00,18.04),(18.00,18.04) BC: 932 lb Conc.Load at(16.00,18.04) BC:2209 lb Conc.Load at(20.12,18.04) BC: 621 lb Conc.Load at(21.00,18.04) BC:4526 lb Conc.Load at(21.13,18.04) BC:1375 lb Conc.Load at(23.00,18.04) BC:1351 lb Conc.Load at(25.00,18.04),(27.00,18.04) (29.00,18.04),(31.00,18.04) BC:1393 lb Conc.Load at(33.00,18.04) ��gD PROp � s Coo � 1N�' FFA OZ 19575 'y 411P'r 1. 1/2118 OREGON0 9RO4D 'W±r�. Renews 8130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,67 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 ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TY;CO,;N,' 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 protesslonal engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com:ICC:wo w iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEAN:292215 /T34 HIPM Cyst:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1421.11977 Truss Label: H JCJ / GWH 08/21/2018 2712 6'1" 9'11"4 151" 3" 2'2"12 3'10"4 3'10"4 5'1"12 x----5X5 1111.5X4 E .i,\EI F T 12 „,,,,3X 5 '-' ON6 V r in in 1111.5X4 B A 'Iii 11111.11 , 1,5 1.=1.11.11111.11=11111111.1A0 - 2X4(A1) J 1115X7 1114X5 3X5 2' A 131" • 2'2"12 7'8"8 5112 27.12 9'11"4 151" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc Udefl U# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.027 I 999 360 J 1155 /66 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.066 I 999 240 G 1387 /123 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 C - - Wind reactions based on MWFRS EXP:B g HORZ(TL):0.022 C - - J Min BReq Width 1.5 Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - TCDL:4.2 psf Bearing J is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.435 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.869 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.700 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 C-D 119-1190 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud J-I 977 -103 I-H 938 -90 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. J-C 171 -1374 D-H 124 -1293 Special Loads I-D 1194 -97 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 66 plf at 0.00 to 66 plf at 9.94 TC:From 33 plf at 9.94 to 33 plf at 15.25 BC:From 20 plf at 0.00 to 20 plf at 10.00 BC:From 10 plf at 10.00 to 10 plf at 15.25 BC: 480 lb Conc.Load at 9.89 BC: 319 lb Conc.Load at 10.00 BC: 340 lb Conc.Load at 12.00 p. BC: 313 lb Conc.Load at 14.00 Loading •t'�EpPROp S Bottom chord checked for 10.00 psf non-concurrent %c? ,G 1 N EF �O bottom chord live load applied per IRC-15 section 019575 R y 301.5. , t.. I Purlins all / In lieu of structural panels use purlins to brace all flat 1. 1/2118 TC @ 24"oc. OREGON Wind 0 `+n.20.1900 J Wind loads and reactions based on MWFRS. ROC D W*N� Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricatinghandling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and'SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 for permanent 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. itefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN m4 COMPANY 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 pproTesslona engineering responsibility solely for the desi n shown. The suability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292217 /T78 HIPM Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1421.28573 Truss Label: H1 JCJ / GWH 08/21/2018 2'2"12 7'1" 11'11"415'1" 18'3" 2'2"12 4'10"4 4'10"4 - 3'1"12 2 =4X5 sxa D E :i F ' 2 03X5 8 V C iv in N 1111.5X4 B A '1- L i.3 EN G 2X4(A1) " J I H =3X5 =3X5 =3X5 I—2' 1 13'3" -j 2'2"12 9'8"8 3'1"12 I• 2'2"12 •I_ 1111"4 151" 15.3.E Loading Criteria(pot) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.015 C 999 360 J 793 /- /404 /- /98 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.036 C 999 240 G 562 /21 /247 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft TCDL:4.2 psf HORZ(TL): 0.014 C J Min g Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 Min Brg Width Req= - BearingJ is rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.301 a g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.558 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.526 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 C-D 62 -417 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud J-I 502 -245 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section 301.5. J-C 125 -655 D-H 219 -585 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 00 PROAz. C9� �AGINq, HOZ 19575 41 9 %t 1. 1/2118 OREGON 0 -.1 9"rOLDW0' Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, /41 as applicable. Applplates to each face.oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ANfM'COMPANY 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 proTesstona 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 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinsl.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292281 /T87 EJAC Gust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 7 FROM:IKE DrwNo: 233.18.1421.41270 Truss Label: J JCJ / GWH 08/21/2018 72"12 4'4" 77,12 2'1"4 2 III 1.5X4 C ii . D 3X5 12 B 6 L„---- M � N A �M U k i .I E 2X4(A1) =4X5F G 1111.5X4 2' 1 2,6" 1 2712 2'1"4 27,12 4'4" H2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.004 G 999 360 Enclosure:Closed E 382 /- /220 /- /-3 /5.5 BCLL: 0.00 Lu: - Cs:1.00 VERT(TL): 0.011 G 999 240 E 58 /53 /15 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.004 C - - G Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.110 Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.047 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.076 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind P 4;(E ROF"SS ,y oc,1NFF �O O 4. 7 19575 �r /` i I. 1/2118 OREGON 9R0LD W. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricatinghandlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and'SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginsalled 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 ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANf MN COMPANY 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 essiona 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 Sbc.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEAN:292287 /176 EJAC Gust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 2 FROM:IKE DrwNo: 233.18.1421.51540 Truss Label: J1 JCJ / GWH 08/21/2018 2'2"12 8'4" �.�. 2'2"12 6'1"4 2' 1111.5X4 C 1 B 12 3X5 B �j A 'i 2X4(A1) C' =3X5 1111.5X4 I--2' — I 2'2"12 61 „4 z'2"12 g'b^ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.007 G 999 360 G 493 /- /268 /- /70 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.021 C 999 240 E 254 /23 /120 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.016 C - - G Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.463 Bearing G is a rigid surface. BCDL:6.0 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.322 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.136 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 4:°)PROp 19575 FR 7 Are, i- i 1. 1/2118 OREGON Renews 6/3012 01 9 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. itefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Asflw COMPANY 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 proresslonar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEAN:292285 /T62 MONO Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1421.59713 Truss Label: J2 JCJ / GWH 08/21/2018 3'0"4 3'2"4 3'0"4 2'1 1.5X4 12 B _ 6 V C 03X5 A T i N moo I D Fes- =3X5 1111.5X4 3'2"4 3'0"4 3'0"4 u 3'2"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.001 C 999 360 F 250 /- /5 /- /- /4.7 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):-0.003 C 999 240 D 388 /39 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):-0.002 C - - F Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min B Width Re NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 r9 q= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.161 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.274 RepFactors Used:Yes Max Web CSI: 0.075 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Webs 2x4 HF Std/Stud Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 66 plf at 0.00 to 66 plf at 3.19 BC:From 20 plf at 0.00 to 20 plf at 3.19 BC: 328 lb Conc.Load at 1.94 BC: 38 lb Conc.Load at 2.73 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. �li���PROFESS 0 19575 /f 1. 1/2118 OREGON 9"-ID10 W. Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI andSBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg insalled 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. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of protessionaT engineering responsibility solely for the desi n shown. The suability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Cirde For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292192 /T48 HIPS Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1422.11857 Truss Label: K JCJ / GWH 08/21/2018 2712 6'1" 911"4 150"12 18'11" 23' 2'2"12 3'10"4 3'10"4 - 5'1"8 3'10"4 4'1" =4X5 =4X5 D E T E Illi 6 C5 X5 M � �� 5)(n 1111.56 11 X4 11.5X4 G (a) (a) - A v ao m - I, 2X4(A1) n K J I B2 H L =6X8 =6X6 1114X8 1116X8 =4X8 I--2' 1 21' 1 2712 78"8 51"8 7'11"4 2712 9'11"4 15'0"12 23' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.085 I 999 360 L 2125 /258 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.204 I 999 240 H 1868 /237 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.033 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:20.83 ft HORZ(TL): 0.079 G - - L Min Brg Width Req= 3.1 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.319 Bearing L is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.816 RepFactors Used:Yes Max Web CSI: 0.670 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 C-D 406-2857 E-F 406 -2908 Lumber D-E 348-2488 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF SS:B2 2x6 HF#2: Chords Tens.Comp. Chords Tens. Webs 2x4 HF Std/StudComp. Bracing L-K 2169 -314 J-I 2498 -344 K-J 2498 -344 I-H 2334 -343 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) L-C 448-2788 E-I 1056 -114 TC:From 66 plf at 0.00 to 66 plf at 9.94 C-K 533 -48 I-F 390 -79 TC:From 33 plf at 9.94 to 33 plf at 15.06 K-D 1013 -116 F-H 424 -2853 TC:From 66 plf at 15.06 to 66 plf at 23.00 BC:From 20 plf at 0.00 to 20 plf at 9.95 BC:From 10 plf at 9.95 to 10 plf at 15.05 BC:From 20 plf at 15.05 to 20 plf at 23.00 BC: 799 lb Conc.Load at 9.95,15.05 BC: 319 lb Conc.Load at 12.00,13.00 'i PROFS Loading Bottom chord checked for 10.00 psf non-concurrent iy aG i N FF �O bottom chord live load applied per IRC-15 section Cl 19575 ti 301.5. 7 Purlins Si, In lieu of structural panels use purlins to brace all flat �� TC @ 24"oc. 1: 1/2118 OREGON n► -4 Wind ' db 9 `an.20.19-_ Y Wind loads and reactions based on MWFRS. RO`D ‘Al*N.' Left cantilever is exposed to wind Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ett 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 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 ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292173 /T70 HIPS Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1422.14850 Truss Label: K1 JCJ / GWH 08/21/2018 27"12 7'4"6 11'11"4 I 13'0"112 17'7"10 23' I 2'2"12 5'1"10 4'6"14 1'1"8 4'6"14 5'4"6 .4X5=4X5 T E :! ti 12 %CS 3X5 6 V I * m 315 '..--.3X5 S M A "a T2 a m Y W 11 Y - 2X4(A1) r111,1 M L K J I '1 1111.5X4 =3X5 =3X5 _3X7 3X5 1114X5 1113X5 I—2' A 21' 1 2712 51"10 4'6'14 1'1"8 4'6"14 5.4"6 2'2"12 7'4"6 11'11"4 13'0"2 17'7"10 23' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.044 L 999 360 N 1179 /48 /517 /- /86 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.098 L 999 240 H 982 /47 /390 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 H - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.029 H - - N Min Brg Width Req= 1.6 Mean Height:21.33 ft H Min Brg 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Width Req= - id surface. Soffit: 2.00 gCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.413 Bearing N is a rigid Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.311 RepFactors Used:Yes Max Web CSI:0.567 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft FT/RT:2 Maximum Top Chord Forces Per Ply(lbs) 0 Loc.from endwall:Any ( )14(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 275-1263 E-F 309 -1078 Lumber C-D 292-1074 F-G 298 -1335 D-E 293 -876 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading M-L 1071 -198 K-J 1140 -203 Bottom chord checked for 10.00 psf non-concurrent L-K 872 -117 J-I 1140 -203 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat N-B 322-1080 I-G 1112 -182 TC @ 24"oc. B-M 1035 -170 G-H 254 -935 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind ,c ,' PROFSSS' G,5 oG 1 N Flr ,GZ 19575 4' '7 , /r aill 1'. 1/2118 OREGON 9D 1944 WN6`, 'OL Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled 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. Defer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 orooessronar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292171 /T71 SPEC Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1422.16773 Truss Label: K2 JCJ / GWH 08/21/2018 2712 7'4"6 _ 12'6" 17710 23' 2'2"12 5'1"10 5'1"10 5'1"10 5'4"6 =4X5 D 7 /11 12 C5 ',..,3X56(� (-- co io %38X5 3X5 F IA 2X4(A1) ML K J I H G 1111.5X4 =3X5 -3X7 =3X5 =4X5 1113X5 1--2' A 21' 1 72"12 5.1"10 51"10 51"10 5,4,5 I 2'2"12 7'4"6 12'6" 17'7"10 23' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.037 J 999 360 L 1091 /49 /516 /- /91 /5.5 BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.090 J 999 240 G 879 /49 /389 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.026 G - - L Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:21.47 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - TCDL:4.2 psf Bearing Lisa rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.379 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.306 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.493 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 276-1100 D-E 308 -911 Lumber C-D 284 -907 E-F 304 -1171 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading K-J 926 -200 I-H 992 -208 J-I 992 -208 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind L-B 326 -993 H-F 966 -187 Wind loads based on MWFRS with additional C&C B-K 922 -174 F-G 258 -833 member design. D-J 432 -109 Left cantilever is exposed to wind emote PROFS �y 01 N F �O 19575 FR y r I I. 1/2118 OREGON J 9- V•OCDW .6:. Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 bracing installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg_Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ANITWCOMPANV truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover page listing this drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle cramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sa Job Number: 0718099 Ply: 1 SEAN:292182 /T39 HIPM Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1423.52517 Truss Label: K3 JCJ / GWH 08/21/2018 2'2"12 101" 1311"4 18'3"14 23' 2'2"12 710"4 I 3'10"4 I 4'4"10 4'8'2 =4X5 D 1111.5EX4 Job Number: 0718099 Ply: 1 SEQN:292180 /T64 HIPM Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1424.07423 Truss Label: K4 JCJ / GWH 08/21/2018 I 2712 10'1" 1511"4 23 2'2"12 7'10"4 5'10"4 7'0"12 =4XX5 D 1111.504 E 7s i 2 LIII 0385 A 'Mo✓* =2X4(,7) J I H G •Ftp 1111.5X4 =3X5 =3X5 =3X5 1113X5 I^2' 1 21' 1 2'2"12I 7'10"4 5'10"4 70'92 2'2"12 10'1" 15'11"4 23' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.035 C 999 360 J 1091 /26 /555 /- /179 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.086 C 999 240 F 881 /97 /394 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.011 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.027 F - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.33 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - BearingJ is rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.978 a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.511 RepFactors Used:Yes Max Web CSI:0.579 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 166-1165 C-D 141 -758 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF#2:W1,W3 2x4 HF Std/Stud: I-H 954 -322 G-F 547 -168 Bracing H-G 954 -322 (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs ) member. Webs Tens.Comp. Webs Tens. Camp. Loading J-B 273 -953 G-D 511 -87 Bottom chord checked for 10.00 psf non-concurrent B-I 789 -4 D-F 253 -824 bottom chord live load applied per IRC-15 section C-G 207 -531 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C Ep PROF member design. AOt FS+s Right end vertical not exposed to wind pressure. �5 00 1 N EF '0 Left cantilever is exposed to wind 19575 41 7 %r all-"....• I: 1/2118 OREGON Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 B3,67 or 610, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RV/COMPANY 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 orooessronal engineering responsibility solely for the desi n shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292178 /T59 HIPM Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1424.23157 Truss Label: K5 JCJ / GWH 08/21/2018 2'2"12 10'1" 17'11"4 23' 2'2"12 7'10"4 7'10"4 5'0"12 =4X5 1112E X4 03X5 03X5 O C 3X5 — ee = — =2X4(A1) "K J I H G 1111.5X4 =3X5 =3X5 =3X5 111305 I-2' A 21' 1 2'2"12 T10"4 7'10"4 5.0"12 2'2"12 10'1" 17'11"4 23' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.038 C 999 360 K 1091 /21 /558 /- /205 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.092 C 999 240 G 897 /111 /406 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 G - - Wind reactions based on MWFRS Des Ld: 42.00 EXP'B HORZ(TL): 0.026 G - - K Min Brg Width Req= 1.5 Mean Height:22.83 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.992 Bearing K is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.565 RepFactors Used:Yes Max Web CSI: 0.422 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 138-1167 D-E 79 -575 Lumber C-D 52 -628 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 HF#2 (lbs) Webs 2x4 HF#2:W1,W3 2x4 HF Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Bracing J-I 966 -333 H-G 404 -127 I-H 966 -333 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent K-B 255 -961 H-E 519 -87 bottom chord live load applied per IRC-15 section B-J 861 -6 E-G 258 -819 301.5. C-H 247 -662 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C �#Ep PROF SS member design. F Right end vertical not exposed to wind pressure. ,y �G 1 N FF % Left cantilever is exposed to wind 19575 41 7 �r 4/0 i I. 1/2118 OREGON 9,. , ��.°LDW Renews 0/30!2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 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. kefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN 74,/COMPANY truss in conformance with ANSI/IP] 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 this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.1pinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEAN:292164 /T3 HIPS Gust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1428.52353 Truss Label: L JCJ / GWH 08/21/2018 5'10"8 9'812 137 1958 H 5'10"8 3'10"4 3'10"4 5'10"8 12 3 -5X7 1111.5X4 =5X7 D T2 E T & T Zr, B _ F v io 1 3„14 A L L ----=` G N K J I H 1 =3X10(A1) 1113X5 =3X10 II3X5 =3X10(A1) i 19'5"8 1 5'15'8 3'10"4 310"4 5'15'8 2 0 5,10"8 9,8"12 '1- 13'7" 19,5"8 0 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.378 D 607 360 K 1503 /56 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.824 D 382 240 F 1507 /56 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.046 H - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.099 H - - K Min Brg Width Req= 1.6 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.6 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.980 Bearings K&F are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.680 RepFactors Used:Yes Max Web CSI: 0.546 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 49-4598 D-E 46 -5413 Lumber C-D 46-5413 E-F 49 -4623 Top chord 2x4 HF#2:T2 2x4 DF-L#2: Maximum Bot Chord Forces Per Pty(lbs) Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Special Loads B-J 4447 -42 I-H 4423 -46 J-I 4401 -46 H-F 4471 -42 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 64 plf at -2.00 to 64 plf at 5.88 Maximum Web Forces Per PlyI TC:From 32 plf at 5.88 to 32 plf at 13.58 (lbs) TC:From 64 plf at 13.58 to 64 plf at 21.46 Webs Tens.Comp. Webs Tens. Comp. BC:From 4 plf at -2.00 to 4 plf at 0.00 J-C 428 0 I-E 1047 0 BC:From 10 plf at 0.00 to 10 plf at 19.46 C-I 1071 0 E-H 442 0 BC:From 4 plf at 19.46 to 4 plf at 21.46 TC: 118 Ib Conc.Load at 5.83,13.63 BC: 23 lb Conc.Load at 1.94,17.52 BC: 91 lb Conc.Load at 3.94,15.52 BC: 214 lb Conc.Load at 5.94,7.94,9.94,11.52 13.52 Loading Bottom chord checked for 10.00 psf non-concurrent QED PROFFs bottom chord live load applied per IRC-15 section 4. AI AI 301.5. C.9�5 e G(N 4. OZ Purlins 19575 R 7 � r In lieu of structural panels use purlins to brace all flat TC @ 24"oc. /S •"°.i 1. 1/2118 Wind OREGON Wind loads and reactions based on MWFRS. 0 ..,19en.20,190 4 ROCD W.I."' Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricatinghandlin shipping,instaliing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled 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. (tefer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANMA,COMPANY 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 oro7essronaT engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEAN:292166 /T5 HIPS Cust:R7175 JRef: 1 Wd071750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1428.54743 Truss Label: L1 JCJ / GWH 08/21/2018 710,8 117" 19'5"8 7108 388 7108 312 —5 C7 5D T L -T- 9. B E N I H G c 3X5(A1) 1111.5X4 =3X5 =3X5(A1) 1 19'5'8 i 2' 7'10"8 I_ 3'8"8 I_ 7'10"8 H 2'--H 7'10"8 117" 19'5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.157 G 999 360 I 975 /13 /385 /- /20 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.357 G 895 240 E 975 /13 /385 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.039 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL): 0.089 G - - I Min Brg Width Req= 1.6 NCBCLL:10.00 TCDL:4.2sf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.6 Soffit: 2.00 BCDL:6.0 p psf Bldg Code: IRC 2015 Max TC CSI: 0.895 Bearings I&E are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.704 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.130 Loc.from endwall:AnyFT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 477-2084 D-E 477 -2080 Lumber C-D 495-1974 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading B-H 1977 -395 G-E 1974 -402 H-G 1968 -397 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. 4,i%ep PRO/CS`ri1' G(NE �O CI19575 �41 9 r 1. 1/2118 OREGON 9 `Io ��RoN Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 bracing installed per BCSI sections B3,67 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE' PI drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY 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 essiona 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. 8351 Rovana Circle For mom information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:vwww.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292168/T22 SPEC Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1428.56807 Truss Label: L2 JCJ / GWH 08/21/2018 5'4"14 _I 9,6°12 _I 14'0"10 { 19'H '{ 5'4"14 4'3"14 4'3"14 4'11"6 4X5 12 D Tc.„ 3 ✓ 1.5X4 "..,N, ,1.5X4 T _ ..... r N 1 B F M s.y4 A Y Y 54 I3X5(A1) =3X5 =3X53X5(A1)= 1 1 19' 1 6'10"3 573 6'4"11 2 --1 6'10"3 12'7"5 19' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.154 H 999 360 I 948 /14 /375 /- /28 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.356 H 882 240 F 793 /- /331 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.036 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.084 G - - I Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - Bearing I is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.373 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.595 RepFactors Used:Yes Max Web CSI:0.315 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 575-2213 D-E 509 -1915 Lumber C-D 505-1974 E-F 572 -2135 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading B-H 2114 -532 G-F 2033 -515 H-G 1489 -365 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 30Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind C-H 146 -409 D-G 543 -73 Wind loads based on MWFRS with additional C&C H-D 618 -78 member design. 4' iEo PROFS% CI GENE y p 19575 �� 9 f allW I. 1/2118 OREGON 9R0LD W. ' Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY 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 proressronal 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. 8351 Rovana Cirde For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292090 /T25 EJAC Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 16 FROM:IKE DrwNo: 233.18.1429.20570 Truss Label: X JCJ / GWH 08/21/2018 � 2212 911"4 22"12 778 1111.5X04 T 12 6 V in 03i5 A itiAll11: 1 2X4(A1) E 1113X5 1111.5X4 I--2' 1 7'11"4 2712 T8"8 11 2712 911"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.012 E 999 360 E 549 I- /296 /- /105 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):-0.033 E 999 240 D 319 /51 /153 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.013 C - - E Min Brg Width Req= 1.5 Mean Height:20.83 ft D Min B Width Re NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 r9 q= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.889 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.510 RepFactors Used:Yes Max Web CSI:0.361 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 E-B 270 -401 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2 2x4 HF#2: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 45 GINE 'O 19575 ' 9 %r l 1/2118 OREGON von.20,19e 9' 0Lo W. Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricatinghandling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by.TPI and'SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 bracinginstalled per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN 11W COMPANY 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 orooessionar 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 • Job Number: 0718099 Ply: 1 SEQN:292198 /T63 EJAC Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.143129660 Truss Label: X1 JCJ / GWH 08/21/2018 3'11"10 7'11"4 3'11"10 3'11"10 1111.5X4 C i 12 6 ✓ ,6X� \5X5A T pt �� F: E D 1115X10 1115X7 1113X7 1 711'4 1 3'11"10I 3'11"10 3'11"10 7'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.035 E 999 360 F 1778 /180 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.082 E 999 240 D 2215 /217 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.013 C - - Wind reactions based on MWFRS EXP:B g HORZ(TL):-0.031 C - - F Min BReq Width 1.9 Des Ld: 42.00 Mean Height:21.33 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 D Min Big Width Req= - TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.324 Bearing F is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.909 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.583 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 268-2497 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud:W2 2x4 DF-L#2: E-D 2011 -213 :W3 2x4 HF#2: Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-F 199-1748 E-B 2336 -193 A-E 2233 -231 B-D 268 -2534 Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 66 plf at 0.00 to 66 plf at 7.94 BC:From 10 Of at 0.00 to 10 plf at 7.94 BC: 248 lb Conc.Load at 2.00 BC:2082 lb Conc.Load at 4.00 BC:1062 lb Conc.Load at 6.00 Loading Bottom chord checked for 10.00 psf non-concurrentPRO bottom chord live load applied per IRC-15 section ,(4��0 FF%to 301.5. 0� ter'I N eF ,oti Wind 19575 41 7 Wind loads and reactions based on MWFRS. %1 Right end vertical not exposed to wind pressure. 401111' 1. 1/2118 OREGON v 9RN0LDW � Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building comelius OR 97113 Component Safety Information,by.TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to ach face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 essiona engineering responsibility solely for the design shown. The suitability 8351 Rovana Circe 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:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292256 /T61 EJAC Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 2 FROM:IKE DiwNo: 233.18.1431.36213 Truss Label: X2 JCJ / GWH 08/21/2018 27'12 7'11"4 27"12 1.5X4 C 12 6 12 ro g 3X5 e A Prg 2X4(A1) "z� E D 1111.5X4 1113X5 2' 511"4 27'12 I 588 27"12 7'11"4 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.004 E 999 360 E 473 /- /260 /- /82 /5.5 BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):-0.011 E 999 240 D 229 /41 /103 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.004 C - - E Min Brg Width Req= 1.5 Mean Height 20.33 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.445 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.261 RepFactors Used:Yes Max Web CSI: 0.094 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind P ��� D ROFS �y G�NF vO 19575 41 7 /I /1 1: 1/2118 OREGON 9,QOL Do,W N� Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent 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 ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 proTessionar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292219 /T21 EJAC Cust:R7175 JRef: 1Wd071750007 BUTTERFIELD PARK LOT 9 Qty: 3 FROM:IKE DrwNo: 233.18.1431.41137 Truss Label: X3 JCJ / GWH 08/21/2018 2712 511"4 2712 3'8"8 1111.5X4 C 12 6 3X5 m M 2X4(A1) E D 1113X5 1111.5X4 2' 1 311"4 1 2'2"12 3'8"8 2712 511"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 LL VERT : 0.003 E 999 360 VERT(LL): E 407 /- /228 /- /49 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.011 E 999 240 D 135 /22 /49 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.003 C - - E Min Brg Width Req= 1.5 Mean Height 15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.174 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.092 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.119 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Pep ROFESS' O O04;) • 19575 I` /01 I` I. 1/2118 OREGON 9''OL D Vv Nom. Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,b TPI and SBCA)tsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 810, 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. L_1 11 NN Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 essionall engineering responsibility solely for the design n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sc.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinsl.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292108 /T14 EJAC Cust:R7175 JRef: 1Wd07175OOO7 BUTTERFIELD PARK LOT 9 Qty: 5 FROM:IKE DrwNo: 233.18.1431.47487 Truss Label: X4 JCJ / GWH 08/21/2018 1111.5X4 3 12 CO B M 13aA ! " E D 2X4(A1) III 1.5X4 510 8 i I 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT TL:NA E 419 /34 /158 /- /34 /5.5 RiskCate o II ( ) D 214 /-- /95 /- /-- /- BCDL: 10.00 Category: Snow Duration:1.15 HORZ(LL): 0.008 D - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL): 0.019 D - - E Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.355 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.245 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.280 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.O1.O0C.O327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. PROFS O�5 �G t N EF 'Oy 19575 4' y Aar r dab. i 1. 1/2118 OREGON 9ROL W. � Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! MISS Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI end SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B1O, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANEW COMPANY 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 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/TP1 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:wwrv.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292209 /T33 EJAC Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1431.51123 Truss Label: X5 JCJ / GWH 08/21/2018 1111.5X4 B 12 6 0 n 4X5 W3 A T 0 1111.5X4 1113X5 1 T11"4 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 B 999 360 D 340 /- /166 /- /65 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.003 B 999 240 C 340 /21 /177 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 B - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL): 0.005 B - - D Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.816 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.445 RepFactors Used:Yes Max Web CSI: 0.208 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 DF-L#1&Bet. Bot chord 2x4 DF-L#1&Bet. Webs 2x4 HF#2:W3 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. PROFFil' 0�5 oGINE. /OZ 19575 41 9 /S i Air 1. 1/2118 OREGON 4.447.20,1 tab Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SOCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,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, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI1TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of pro essronaT engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle 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:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292211 /T84 EJAC Gust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1432.00813 Truss Label: X6 JCJ / GWH 08/21/2018 7'5'12 7'3"12 1111.5X4 C 12 6 (.,---- 1113X5 1113X5 T " r E D 1111.5X4 1113X5 1 75"12 1 7'3"12 T5"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf.21.2 Ce:1.1 VERT(LL):-0.019 A 103 360 F 328 /- /159 /- /61 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):-0.045 A 999 240 D 313 /23 /164 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.008 A - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):-0.020 A - - F Min Brg Width Req= - Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.913 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.503 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.783 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. PROp C95 aG l ts/ �pZ 19575 41 9 1 1: 1/2118 OREGON ,9.FOl w•ill Y►� Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANrtWCOMPANY 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 iongessionat engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEAN:292190 /T7 HIP_ Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 9 FROM:IKE DrwNo: 233.18.1432.33947 Truss Label: CG1 JCJ / GWH 08/21/2018 31"1 8'3"11 1311"2 311FI-I 5'2"10 57"8 /1.5X4 i , 12 3X5 4.24 ✓ C a in rn 3X5 B . 11111111111 i3II_ '.rl , 2X4(A1) F E G =3X5 1113X5 1111.5X4 I T9"3 i 11,1"15 1 311 52"10 578 3'1"1 8'3"11 13'11"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PEP) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.013 F 999 360 G 691 /118 /122 /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.034 F 999 240 E 480 /93 /125 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.005 D - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height 20.81 ft HORZ(TL):-0.014 D - - G Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2P sf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.401 Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.769 RepFactors Used:Yes Max Web CSI: 0.444 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 156 -586 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud F-E 512 -134 Special Loads Maximum Web Forces Per Ply(lbs) --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 2 plf at 0.00 to 2 plf at 13.93 Webs Tens.Comp. Webs Tens. Comp. BC:From 2 plf at 0.00 to 2 plf at 13.93 G-B 54 -571 F-C 461 -136 TC: 80 lb Conc.Load at 0.00 B-F 744 -107 C-E 151 -579 BC: 158 lb Conc.Load at 2.66 BC: 29 lb Conc.Load at 5.49 BC: 261 lb Conc.Load at 8.32 BC: 450 lb Conc.Load at 11.14 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind ���Ep PROFFS� Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 0�5 ,‘AG N FF �O,y Left cantilever is exposed to wind 19575 'fir �s i r I. 1/2118 0 OREGON 9R0L Do,W A"•r Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for p ermanent lateral restraint of webs shall have bracing 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. Defer to .ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build theAN MN COMPANY 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 oroiessronai 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 Stc.2. 83511Rovanai C Circle 8 9e828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEQN:292262 /T29 HIP_ Gust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 2 FROM:IKE DrwNo: 233.18.1432.38920 Truss Label: CG2 JCJ / GWH 08/21/2018 3,11 111'3 3'11 872 1112X4 i 12 4.24 V 3X5 A _....1111111111111111M- 2X4(A1) D E 1113X5 1111.5X4 I- 773 1 8'4" 3'11 872 I 3'11 11'1"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.013 E 999 360 E 874 /141 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):-0.035 E 999 240 D 418 /83 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 B - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height 20.31 ft HORZ(TL): 0.008 B - - E Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.662 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.583 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.702 Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 E-B 88 -444 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud:W2 2x4 HF#2: Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 65 plf at 0.00 to 65 plf at 2.66 TC:From 32 plf at 2.66 to 32 plf at 8.32 TC:From 65 plf at 8.32 to 65 plf at 11.10 BC:From 20 plf at 0.00 to 20 plf at 2.66 BC:From 10 plf at 2.66 to 10 plf at 8.32 BC:From 20 plf at 8.32 to 20 plf at 11.10 TC: 80 lb Conc.Load at 0.00 BC: 158 lb Conc.Load at 2.66 BC: 29 lb Conc.Load at 5.49 BC: 261 lb Conc.Load at 8.32 Loading Bottom chord checked for 10.00 psf non-concurrent b01.5. otom chord live load applied per IRC-15 section ���Ep PRop Wind O�5 �G%NFF spy 41 Wind loads and reactions based on MWFRS. 19575 -y,- Right end vertical not exposed to wind pressure. �" Left cantilever is exposed to wind I. 1/2118 OREGON 9,QO`.Do,W 4 Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,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, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANmvCOMPANY 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 prooessionat 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEAN:292221 /T4 HIP_ Gust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 2 FROM:IKE DrwNo: 233.18.1432.44220 Truss Label: CG3 JCJ / GWH 08/21/2018 3'11 8'3"4 3'1"1 52"3 H I111.5XC4 T 12 j 4.24 m......__.igigigil 3X5 v B to to A -.•dldlligllM 2X4(A1) �_� D E 1113X5 1111.5X4 1 79"3 A 5'6"1 1 311 5'2"3 -i 3'1"1 8'3"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.009 E 999 360 E 510 /43 /16 /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.026 E 999 240 D 129 /41 /4 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 B - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):-0.005 B - - E Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - TCDL:4.2 psf Bearing E is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.288 g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.090 RepFactors Used:Yes Max Web CSI: 0.188 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 E-B 0 -392 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 2 plf at 0.00 to 2 plf at 8.27 BC:From 2 plf at 0.00 to 2 plf at 8.27 TC: 80 lb Conc.Load at 0.00 BC: 158 lb Conc.Load at 2.66 BC: 29 lb Conc.Load at 5.49 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. 0 PROF Right end vertical not exposed to wind pressure. A# FStV r Left cantilever is exposed to wind O, N4G 1 N F�. 0 19575 4. 7 1r 1. 1/2118 OREGON 9,QO`.;o Nov Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 bracingg 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. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANMNCOMPANY 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 fesstonaf 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292283 /T67 HIP_ Gust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1432.48323 Truss Label: CG4 JCJ / GWH 08/21/2018 F 3'1"1 6'8"8 8 H 3'1"1 377 1111.5X04 72 4.24 ...iiiiiii 11 36X5 c SoN A �M 3 / =2X4(A1) D E 1113X5 1111.5X4 I- 29'3 I 3'11'5 'i 3'1"1 3'7"7 H 3,1„1 6,8„8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.008 E 999 360 E 480 /9 /15 /- /- /7.8 BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.022 E 999 240 D 38 /65 /1 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS EXP:B HORZ TL:-0.004 C - - E Min BrgWidth Req1.5 Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - BearingE is rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.200 a g Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.063 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.103 Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 E-B 0 -375 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 2 plf at 0.00 to 2 plf at 6.71 BC:From 2 plf at 0.00 to 2 plf at 6.71 TC: 80 lb Conc.Load at 0.00 BC: 29 lb Conc.Load at 5.49 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. ,c0PROFk*ss Left cantilever is exposed to wind �5 �G IN E , HOZ 19575 41 r /S --i 1. 1/2118 OREGON Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling. Locations shown for permanent 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. Defer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 essionai 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. 8351 Rovana Circe For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292082 /T15 JACK Cost:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 28 FROM:IKE DrwNo: 233.18.1432.56370 Truss Label: CJ1 JCJ / GWH 08/21/2018 12 1111.5X4 6 B A I I in C 1111.5X4 2X4(A1) 1'11"11 A 1'10"3 1'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA A 79 /- /39 /- /18 /1.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA C 79 /7 /41 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.001 C - - A Min Brg Width Req= - Mean Height:18.81 ft Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.040 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.032 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.031 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ���Ev PROFS Aa �G%NEF ,% 19575 r /A 1 1/2118 OREGON '10L20,19# W��: Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dttherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propefy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginsalled 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. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN IN COMPANY 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 essiona engineering responsibility solely for the design shown. The suitability 8351 Rovana Circleand 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: ALPINE:www.alpineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292084 /T12 JACK Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 27 FROM:IKE DrwNo: 233.18.1433.05833 Truss Label: CJ2 JCJ / GWH 08/21/2018 2'2"12 3'10"3 2'2"12 "H" 177 -i I111.5X4 C 12 -t- 6 6 ,3X5 li B v �1► ih A 'l 1� / iv l� • •A 2X4(A1) 1- D III 3X5 E Ill..5X4 2' 1 1'10"3 2'2"12 17"7 1- II 3'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L. Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.006 E 999 360 E 487 /17 /232 /- /38 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.013 E 999 240 D 15 /117 /8 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 C - - Wind reactions based on MWFRS EXP:B HORZ(TL):-0.004 C - - E Min Brg Width Req 1.5 Des Ld: 42.00 Mean Height 19.31 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.138 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.061 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.120 Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 E-B 219 -418 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 66 plf at 0.00 to 66 plf at 3.85 BC:From 20 plf at 0.00 to 20 plf at 3.85 TC: 40 lb Conc.Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. E�PROF Right end vertical not exposed to wind pressure. 4-`' F. Left cantilever is exposed to wind 04 �G t N Ftc /OZ � 19575 9 t /` i 1 1/2118 OREGON v 9Q 20,1941' 4.°& Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by.TPI and SBCA)Mir safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,87 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY 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 oroTessional engineering responsibility solely for the design design 835Sac1 Rovana,C Circle 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEQN:292086 /T11 JACK Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 18 FROM:IKE DrwNo: 233.18.1433.15897 Truss Label: CJ3 JCJ / GWH 08/21/2018 2712 510 3 2'2"12 377 III1.5XC4 12 6ill 3X5 ,:rB in A illillimmi..._ in . . ' •L ....2X4(A1) D '.E 1113X5 1111.5X4 1 2' 1 3'10"3 • 2'2"12 3'7"7 H72"12 ._ 5'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.003 E 999 360 E 405 /- /229 /- /59 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.011 E 999 240 D 131 /32 /45 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):-0.003 C - - E Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height 19.81 ft Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - TCDL:4.2 psf Bearing E is a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.169 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.089 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.114 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 4'( PROFESS C9y xG1NEtc '0 19575 'Q 9 � !S 1 1. 1/2118 OREGON J Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)kr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 for permanent lateral restraint of webs shall have bracingg 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-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY 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 oroTessronar 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292088/T8 JACK Gust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 15 FROM:IKE DrwNo: 233.18.1433.21403 Truss Label: CJ4 JCJ / GWH 08/21/2018 22"12 7'10"3 22"12 577 1.5X4 C 6 V 12 3X5 v A 2X4(A1) -7===. D E III 3X5 1.5X4 I 2' 1 5'10"3 1 2'212 57'7 2712 7'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.003 E 999 360 E 469 /- /259 /- /81 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00' VERT(TL): 0.010 E 999 240 D 225 /40 /101 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.003 B - - E Min Brg Width Req= 1.5 Mean Height 20.31 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Min B rg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.360 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.234 RepFactors Used:Yes Max Web CSI:0.317 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind ��RE0 PROpi, 0�5 � Oy GINks / 19575 41 7 ( __.- I. 1/2118 OREGON 9,• 20,19 t , DW.IA V Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 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 ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listingthis drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and se of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEQN:292188 /T31 JACK Gust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DiwNo: 233.18.1433.26157 Truss Label: CJ5 JCJ / GWH 08/21/2018 12 1111.5X4 6 B T 3X5 3 ,, <V M D►i C 1113X5 1111.5X4 1'10"3- � Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 79 /- /37 /- /18 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.000 B 999 240 C 79 /18 /42 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height 19.81 ft HORZ(TL):-0.000 B - - D Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - BearingD is rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.050 a g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.032 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.041 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. „E0 PROFESS 0oGINE- '0 4. 19575 41 lip 1. 1/2118 OREGON Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN ITN COMPANY 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 pro7essionar 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. 8351 Rovana Cirde For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292096 /T40 JACK Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 3 FROM:IKE DrwNo: 233.18.1436.36353 Truss Label: CJ6 JCJ / GWH 08/21/2018 1111.5X84 12 6 A 3X5 to T M ET E I _L 111: 111111 _L D C 1111.5X4 1113X5 3'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 165 /- /79 /- /39 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 B 999 240 C 165 /28 /86 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:20.31 ft HORZ(TL):-0.001 B - - D Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.233 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.143 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.173 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 0 PROFcts%, 0�5 oG%N Fly ,OZ 19575 #11 y /- APF, I. 1/2118 OREGON 9-.OLD.WNL• Renew,6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 for permanent 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. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANSW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of pro essiona engineering responsibility solely forfthe 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292098 /T51 JACK Cust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 2 FROM:IKE DrwNo: 233.18.1436.52467 Truss Label: CJ7 JCJ / GWH 08/21/2018 I11.5X4 B T 12 6 v io -v A3X5 Tlor I I ,���( .i r D C 1111.5X4 1113X5 51(1'1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 B 999 360 D 250 /- /122 /- /62 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.002 B 999 240 C 250 /39 /129 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 B - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:20.81 ft HORZ(TL):-0.002 B - - D Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.548 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.317 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.515 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. A,IXE0 PROpSSS A.; �G1W �Oy 19575 41 7 /' �# 1. 1/2118 OREGON 9"-OLDW .4,:r Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled 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 A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITN COMPANY truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proiessronaT engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:ewwv.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292092 /T10 JACK Gust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1437.07143 Truss Label: CJ8 JCJ / GWH 08/21/2018 1111.5X64 12 6 v A3X5 ih M11111111111111.1119.— II 111111E1I1 .: 1111.5X4 113X5 3'9"7 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 162 /- /78 /- /39 /4.7 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 B 999 240 C 162 /28 /84 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - Wind reactions based on MWFRS EXP:B HORZ TL 0 001 B - - D Min BrgWidth Req1.5 Des Ld: 42.00 Mean Height:20.32 ft • ( ) C Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.225 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.139 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.168 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 0�5 PROFESS�GINEF 'OZ 19575 41 /r 1: 1/2118 OREGON ijibO`D Y1 t -1 N`' Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building comelius OR 97113 Component Safety Information,byTPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,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, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building1 Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN 17W COMPANY truss in conformance with ANSUfPI 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 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718099 Ply: 1 SEAN:292094 /T41 JACK Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 1 FROM:IKE DrwNo: 233.18.1437.13397 Truss Label: CJ9 JCJ / GWH 08/21/2018 1111.5X4 B 12 6 v i+M v A3X5 T m ET "� 111 y - D C 1111.5X4 1113X5 A 5,9„7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 B 999 360 D 248 /- /120 /- /61 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.002 B 999 240 C 248 /39 /128 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.002 B - - D Min Brg Width Req= - Mean Height:20.82 ft Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.537 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.311 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.500 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. ILO PROFS O%5 5G,N EF /OZ 19575 R I. 1/2118 OREGON we,,QOo.w �: L Renews 6/30,2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box465 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,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, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the PN rIWCOMPAHV 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 oro-fesstonar engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,35RovanC 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEQN:292104 /T1 CAJA Cust:R7175 JRef: 1 Wd071750007 BUTTERFIELD PARK LOT 9 Qty: 2 FROM:IKE DrwNo: 233.18.1437.18180 Truss Label: EJ1 JCJ / GWH 08/21/2018 1'9"7 1'9"7 12 3 C B T A A (V E - D 2X4(A1) 5'1 0"8 2' ad Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.001 D 999 360 E 311 /39 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.003 D 999 240 C 23 /11 /3 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - D 23 /5 /- /- /- /- Des Ld: 42.00 EXP:B HORZ(TL):-0.001 D - - Wind reactions based on MWFRS Mean Height 15.00 ft Code/Misc Criteria CreepFactor:2.0 E Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf CMin BrgWidth Req Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.373 = Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.110 D Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing E is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 64 plf at -2.00 to 64 plf at 1.79 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 20 plf at 0.00 to 20 plf at 1.79 BC:From 2 plf at 1.79 to 2 plf at 5.88 BC: 16 Ib Conc.Load at 1.94 BC: 38 lb Conc.Load at 3.94 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. litE°PROpr, G�5 �G(NE , '0 19575 9 I. 1/2118 OREGON 9- OLD W W VO. Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 for permanent 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 ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of pro essionaf 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. 8351 Rovana Cirde For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: .t instor;SBCA:www.sbcindus Uy.com;ICC:www.iccsafe.orgSacramento,CA 95828 Job Number: 0718099 Ply: 1 SEQN:292106 /T16 CAJA Gust:R7175 JRef: 1 WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 2 FROM:IKE DrwNo: 233.18.1437.21247 Truss Label: EJ2 JCJ / GWH 08/21/2018 3.9,7 HH 3.9"7 12 3 C T co Eo B in 13.14A 4A /X Eo E DI 2X4(A1) A- 5'117'8 A 2' { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.009 D 999 360 E 361 /36 /153 /- /27 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.042 D 999 240 C 92 /3 /35 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 D - - D 91 /- /56 /- /- /- EXP:B HORZ TL: 0.012 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) E Min BrgWidth Re 1.5 NCBCLL:10.00 TCDL:4.2psf Code/Misc Criteria Creep Factor:2.0 q= Bldg Code: IRC 2015 Max TC CSI: 0.325 C Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.219 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. P 4'ss ROFESS, 0 55 ‘,4G 1 N EF ,02 19575 41 9 • %r /' i 1: 1/2118 OREGON 9 A`en.20,i9C D W• G:/ OL N Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 bracingg 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 ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the rNmvCOMPANY 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 essronal engineering responsibility solely for the design shown. The suitability Rovana and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 83511aRovanmento,C Circle 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0718099 Ply: 1 SEQN:292100 /T19 CAJA Cust:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 2 FROM:IKE DrwNo: 233.18.1437.23520 Truss Label: SJ1 JCJ / GWH 08/21/2018 12 3 C 4 B y co Lf) 3%14 I N A T E D I =2X4(A1) 1- 2' 1'10"8 { 1'1 0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA E 314 /62 /122 /- /20 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA C 5 /10 /17 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - D 16 /16 /23 /- /- /1.5 EXP:B HORZ TL:-0.001 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) E Min BrgWidth Re 1.5 NCBCLL:10.00 TCDL:4.2psf Code/Misc Criteria Creep Factor:2.0 q= Bldg Code: IRC 2015 Max TC CSI: 0.303 C Min Brg Width Req= Soffit: 2.00 BCDL:6.0 psfD Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.059 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. � E0 PROFcSs� Hp G(NEO 0 � Z 19575 9 %410- f I. 1/2118 OREGON J 9-1CL 0 W NV. Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Fxd 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 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 JointDetails, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY 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 arooessional engineering responsibility solely for the design shown. The suitability Rovana Circe and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 83511aRovanmento,C i 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 0718099 Ply: 1 SEQN:292102 /T18 CAJA Cost:R7175 JRef: 1WdO71750007 BUTTERFIELD PARK LOT 9 Qty: 2 FROM:IKE DrwNo: 233.18.1437.25627 Truss Label: SJ2 JCJ / GWH 08/21/2018 12 3Lr C co • T co B LO N-- 't— CO 11 14 A =IX E D I 2X4(A1) 1'10"8 1- 2' a 1'10"15 1'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 D 999 360 E 328 /58 /124 /- /27 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.004 D 999 240 D 38 /10 /33 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - C 75 /10 /14 /- /- /1.5 EXP:B HORZ TL:-0.001 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) E Min BrgWidth Req1.5 NCBCLL:10.00 TCDL:4.2psf Code/Misc Criteria Creep Factor:2.0 303. Bldg Code: IRC 2015 Max TC CSI: 0 D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf C Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.066 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 4'c PROFS Op �GINFtc 'OZ 19575 R 7 1. 1/2118 0 OREGON 9p01 0,W9N�v Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building comelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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 bracingg installed per BCSI sections B3,B7 or B10, /4111 as applicable. Applplates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI I PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of oroTessronaf engineering responsibility solely for the design shown. The suiMbility Rovana Circle and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351Sa51aRovan C 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SECA:www.sbcindustry.com;ICC:www.iccsafe.org CLR Reinforcing Vember Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) O1" T-Reinf, Is specified on a truss design but an alternative web L-Reinforcement or reinforcement method Is desired. L-Relnf, ,• Apply to either side of web narrow face, Attach with 10d (0.128'x3.0',min) nails , at 6' o.c. Reinforcing member Is , Notes: a minimum 807. of web member length. This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement, w Alternative reinforcement specified in chart below may be conservative. ism For minimum alternative reinforcement, re-run design with appropriate reinforcement type. X I T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o,c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4(310 minimum 807. of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(310 Scab Relnf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web, IMI ���EO PROFESS oVAlkliIIAND READ FOLLOW ALL KITES ON THIS BRAvn+a 00 NG%N 'OZ TC LL PSF REF CLR Subst. ..mpoRTAfrta FURNISH THIS BRAVING To ALL CONTRACTORS INCLUDING TIE INSTALLERS. 19575 Trusses rewire extreme care in fabricating,handing,shipping,installing and bracing. Refer to and , DL PSF DATE 10/01/14 follow the latest edtlan of HMI Making Componrent Safety Information, a WI and SBCA)for safety �1 practices prior to perf,Tor9 tMse functions. Drctnllers shag provide tar 1,:y brac�g per m c UMess noted properly attached rigid cetnrp Locations shown for permanent lateral restraint of webs — shall have bracing installed per SCSI sections B3,B7 or 610,as applicable. Apply plates to each face 0: 1/20 Q of truss and position as shown above and on the Joint Details,unless noted otherwise. OREGON CLL PSF Refer to drawings 160A-Z for standard plate positions. AN rpNcompANy thispddrra'a dhasynfn re bin d Co ptrn+ss in conformancec. awith ANSI/TPI Igor for nanny aes i from von 9� v TOT. LD. PSF wing, my1 installation i 6r of trusses. � •20, brach; �/ A seal on Yet drawing or cover pape hating this n, The,nedcotas and useeo of pr afro wal OLD W. �or�lty solely forp design shin. Thr sultsblllty and use of lids drawing DUR, FAC. 13389 Lakefront Drive f stru[tvvrm k fire resporWo6lky of hint Hulking Designer per 11NSI/r 1 SecE Earth City,MO 63045 For more information see this Job's general notes page and these web sites! Renews 613012019 SPACING ALPINE,wwwalpi eltw.coml TPD www.tpistargl MAI www.sbcfdustry.orgi ICG wwwlccsafe.org * Hip Frame Details Hip Frame B - W4X4, Min. _ • _ V 24 • ■ Common ■ Tr sses 11111 TYPE ■ ' ■ W1,5X3 f :14T111 �, rYPT , r;. ■ Stepped Hip SISIS�'■ System Trusses 2x4 Chords 2x4 Purlins ���i�it _ ■ +I ��.SiMiMi■e`��I■' Setback �, ' #1Hip. . 116�� Pitched and Sheathed 1■■■■■■■■■■■■■\■■� Chord Area _Aliiii Hip Frame* • , / B Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131 x3.5 nails W3X4, Min, Hip Frame, 'R' Bottom chord of' hip frame to be attached to #1 hip with 0.131'x3.5' nails 2 6' o,c. maximum spacing. Hip frame stops at plumb cut of IA% Section B—B ,jacks to maintain pitch continuity. K __. -......„,2 * Hip frame lumber is SPF, So. Pine, HF, y or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit, - p urlins must be Intact and properly attached, Setback Stepped Hip System Trusses H Use this detail for' ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where Indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber. Struct - -• els must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1,00 To ,.03,7 "-' •, ► tins. s T, ,e �,�TO ALL � DE INSTALLERS. C./ t%1957 41Girsie �01' REF HIP FRAME Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and 19575 p DATE 10/01/14 follow the latest edtion of gCSI Clluilding Component Safety Information,by WI and SECA/for safety 5.„, practices pylar to 7:erNrp these functions. Installers shall provkk temporary 1bradr�pry ICSL Unless noted t°7:top chord shall have properly shownfo rerun al shearal a`n bettor chard DRWG HIPFR1801014 o. shall have a properly attached per rigid ceiling. Locations for permanent lateral restraint of webs 0'' / A UPI]N E shallt have nd posiAwn ion Aler abo sections I3, J7 orD3et as applicable. Applyt plates to each face 0; '1/20 � I� of truss and posltbn as shown Dhow and on#x JOFit Details,unless noted otherwise. Refer to drawings I60-Z for standard pints positionw. OREGON J Alpine,a dMsbn of ITV&,tldinComponents Group Inc shall not be responsble for any deviation from AN RW dDINP�INY this drawing,any falure to bt IIA#x truss In canfornonce with MISI/TPI 1,ar far hon Alnp shlpplrq as installation I,bradng of trusses. 9 n.20,19 G A seal on this drawing or cover poq ring this drawing,induct=ncceptarce of professional RV qresYp for nine d. slaw.. The si itabuty and u.e of this drawing OL O W, 13389 Lakefront Drive for�inreik 4Fie n> �of Ts Designer per AItSI/IPI 1 Sect' Earth City,MO 63045 For rare information see this Job's general notes page and these web sites, ALPINE wwwalpineitw.conl WI www,tptrutorgl SHCM www.sbdndustryargi ICC.wwwJccsafe.org Renews 6/30/2019 lE Hip Frame Details Hip Frame W4X4, Min, •_ B -_ �, 24'-- —� ■ ■ Common • V ■ Tr sses TYP' ■ ' • W1.5X3 I • P;Mi—■ Typ. — g � ■ Stepped Hip :71.1111M11741.11111111:11.:EIMIPIIM1‘11-rilli. � `�'■ System Trusses 2x4 Purlins • s ..s���■ it 2x4 Chords ■�■����I■i Setback . e _�; 1 Hip � I�QI�e ii• i..iIi�� �__����.� .Pitched and Sheathed r■■■■�■■■■■■■■\■■. Chord Area AiiIlili Hip Frame* • w w / B —. Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0,148'x3") W3X4, Min, Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with 10d common (0.148'x3') I,1ncxlls @ 6' o,c, maximum spacing. Hip frame stops at plumb cut of Hip Frame Jacks to maintain pitch continuity. Section B-B * Hip frame lumber is SPF, So, Pine, HF, y or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to fit, �— purlins must be intact and properly attached. F-1---- Setback ~ Stepped HipH System Trusses Use this detail for! ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hip V��'e --� - fins, do s, esIMPERTA11TaF THIS ARNINGIss�VDIGMID FuTU ALL LL/KITES CONTRACTORS INCLUDING THE DISTALLERS.THIS DRAWED Air ' `'NEE' py REF HIP FRAME Trusses require extrema care M fabricating,handling.shipping,hstallbg and bracing. Refer to and 19575 follow the latest mitten of DCSI Gulling Canpanent Safety Infornntion,by TPI and SECA)for safety r , DATE 10/01/14 practices prior to perforNng these functions. Installers shall provide trmpornry brachg per PCSL Unless rated otherwise,top lord shnu have properly attached structural sheathing and bottom chow �'. DRWG HIPFRAME1014 shall Five a properly attached d rag. Locnttons shorn for pernanrnt interni restraint of rebs n A „^� sinal have brads t�tagas per sI and on aa,a�or slo,ns op ltcablr, Agµ plates to stag face 0: 1/20 O I\ IE of truss and m°s 160A z stn Details,unless noted otherwise. OREGON V Refer to den ^ J Alpk e,n chicon of ITV HuRdhg Conpanents Group Inc sinal not br respanoble for any deviation from V, AN RWCOMPANY this drawing,any fo6ure to build the truss In conformance with ANSI/TPI 1,or for Fandllnp shlpphg, .1414. +q,2G,'19� !I installation&brndng of trusses. V A seal on this drawing or cover ape listing this drawing,hdbates acceptance of professional O N rhp ysolely forpihe dewhen. The sultabety and use of thin draaft C D 13389 Lakefront Delve for am'sirractls oro k Fr resporrsVRky Building Designer per ANSI/iPI 1 Seel. I', Earth City,MO 63045 For more information see this Job's general notes page and these web'Kest Renews 6/30/2019 ALPINE.wwwalpheltw.coni TPD wrw.tphst.orgi SECM www.sbcindustrynrgl ICCs wwwlccsafe.org