The URL can be used to link to this page

Plans (387) vv\ T2 t7 -oo1 ,8 1 LH 66qo-tk. �,� RovE APR 2 a 2017 GARD BUILDING OFDIVISION I 56' , H I I 26'3" I 11' 9'1-1/2"DIFFERENCE IN PLATE HEIGHT 4. T STICK FRAME 2 X 8 IMP 11lllAI ,' ' ,.....,......__ ll�llllll;lll��llllllll/ —Li: itis 1111111111111 1©1��I� pi./ . ^' � �, _— �� -.ow:.��a��:a��• i i 1 �� _.. I 1 ha A N _ p I i / _ T 1 A. 1111." i� Ir. K (72 7 IEW Olt �J// m IsJ ed, ' A - �2., re iii i 1 1 • 1 r. . 0 R � _1 _AS il w (3) m m — _ 11111111111M111111111\1111/41 III II MON ' .:' N• klimi1..111"111115f i� l1:iZ, ,,! ��Ii�iiiiI�II �fW A Z Iw ,HUS26_ iI HUS26 1 I — -...- — 5 ', -,,Vs.,'Z.,., -,,,•S,,, ,,,,‘“ ',. ,••s .,,, •••••.: ‘‘. N,' s, ".., N S .S S 'S S S S S S.‘S S fr Sr'Sr S,S S 1'Sr S --,- 1 1 539" 138"12 22'3"2 I 18'3"2 H 3 I 53' I O m w c_ Customer:FOUR D CONSTRUCTION CO. m O O Desc.:GREENSWARD SOUTH LOT 11 m v co ADDRESS: � z N z0 Designed by: IKE ISAKSON ,& ';' .. • rs.�er rrt.a..:..11.64 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1VZJ7175Z0530164310 Truss Fabricator: Truss Conponents of Oregon Job Identification: 0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR Model Code: IRC Truss Criteria: IRC2012/TPI-2007(STD) ��Ep PRo, . Engineering Software: Alpine proprietary truss ana l ys i s software. Vers i on 16.01. e( S� Truss Design Loads: Roof - 42 PSF 9 1.15 Duration 6�9 13,GINFF,Q p2 Floor - N/A 19575 r Wind - 120 NPH (ASCE 7-10-Closed) ,' 401 ''- Notes: 03P0/2017 OREGON 1. Determination as to the suitability of these truss conponents for the +n �/ structure is the responsibility of the building designer/engineer of '9 °" 2019 +�, record, as defined in ANSI/TPI 1. OLD 1P1-%. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 GRaigin °feal Details: BRCLBSUB-12030EC1-GBLLETIN-GABRSTIO-12015EC1-HIPFRANE-PB11510-PB16010- Subnitted by GBH 16:41:43 03-30-2017 Reviewer: PBC $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 92871--A 17089044 03/30/17 39 92909--X2 17089084 03/30/17 2 92872--A1 17089045 03/30/17 40 92910--X3 17089085 03/30/17 3 92873--A2 17089046 03/30/17 41 92911--X4 17089086 03/30/17 4 92874--A3 17089047 03/30/17 42 92912--EJ1 17089087 03/30/17 5 92875--A4 17089048 03/30/17 43 92913--EJ2 17089088 03/30/17 6 92876--A5 17089049 03/30/17 44 92914--EJ4 17089089 03/30/17 7 92877--A6 17089050 03/30/17 45 92915--EJ5 17089090 03/30/17 8 92878--A7 17089051 03/30/17 46 92916--EJ6 17089091 03/30/17 9 92879--A4A 17089052 03/30/17 47 92917--EJ7 17089092 03/30/17 10 92880--A5A 17089053 03/30/17 48 92918--SJ1 17089094 03/30/17 11 92881--B 17089054 03/30/17 49 92919--SJ2 17089096 03/30/17 12 92882--81 17089055 03/30/17 50 92920--SJ3 17089098 03/30/17 13 92883--B2 17089056 03/30/17 51 92921--SJ4 17089100 03/30/17 14 92884--B3 17089057 03/30/17 52 92922--SJ5 17089102 03/30/17 15 92885--C 17089058 03/30/17 53 92923--SJ6 17089104 03/30/17 16 92886--C1 17089059 03/30/17 54 92924--HR1 17089106 03/30/17 17 92887--C2 17089060 03/30/17 55 92925--11R2 17089107 03/30/17 18 92888--C3 17089061 03/30/17 56 92926--HR3 17089110 03/30/17 19 92889--D 17089062 03/30/17 57 92927--HR4 17089111 03/30/17 20 92890--D1 17089063 03/30/17 58 92928--ASCAP 17089114 03/30/17 21 92891-4)2 17089064 03/30/17 59 92929--A7CAP 17089116 03/30/17 22 92892--E 17089065 03/30/17 23 92893--E1 17089066 03/30/17 24 92894--E2 17089069 03/30/17 25 92895--E3 17089070 03/30/17 26 92896--E4 17089071 03/30/17 27 92897--FG1 17089072 03/30/17 28 92898--FG2 17089073 03/30/17 29 92899--FG3 17089074 03/30/17 30 92900--FG4 17089075 03/30/17 31 92901--G 17089076 03/30/17 32 92902--G1 17089077 03/30/17 33 92903--G2 17089078 03/30/17 34 92904--H 17089079 03/30/17 35 92905--J 17089080 03/30/17 36 92906--J1 17089081 03/30/17 37 92907--X 17089082 03/30/17 38 92908--X1 17089083 03/30/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - A) Top chord 2x4 HF #2 :T4, T5 2x4 DF-L #2: Special loads Bot chord 2x6 DF-L #2 :B2 2x6 DF-L SS: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W3, W5, W6, W9 2x4 HF #2: TC- From 68 plf at 0.00 to 68 plf at 7.94 :W11 2x4 DF-L Std/Stud: TC- From 68 plf at 7.94 to 68 plf at 18.31 :Rt Wedge 2x6 HF #2: TC- From 68 plf at 18.31 to 68 plf at 20.31 TC- From 68 plf at 20.31 to 68 plf at 27.31 120 mph wind, 22.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 68 plf at 27.31 to 68 plf at 33.25 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 20 plf at 0.00 to 20 plf at 26.31 DL=6.0 psf. BC- From 10 pff at 26.31 to 10 plf at 33.25 TC- 200.10 lb Conc. Load at 27.36 Wind loads and reactions based on MWFRS. BC- 1831.84 lb Conc. Load at 26.31 BC- 253.40 lb Conc. Load at 27.25 (a) Continuous lateral restraint equally spaced on member. BC- 109.50 lb Conc. Load at 29.25 BC- 106.98 lb Conc. Load at 31.25 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 5X5= 1.5X4 III 6X6(R) III 8 10 T 10 I- 6X10 T4 3X5= 4X12(R) III ,1 1.5X40 (a) ;a) W1 T5 W3 W5 W6 W9 --110 7-2-10 0-7-4 0-7-4 >. 1>� ID ea - I, 18-2-10 1 T 5X5(B3)= 3X5 4X12 4X5= 3X5= B2 3X5 III 1 5X7(R) III 4X12(R) III 6X8(B8R). 1-5-12 4-1-5 L. 3-9-15 4c 5-2-4 ,L. 5-2-4 2' 5-6-4T T 2..-E 1I- 5-11-4 7-11-4 5-2-4 5-2-4 2' �` 5-6-4 5- 2 L 7-11-4 ,1_ 10-4-8 2-0-0 7-0-0 ,1_- ,I_ ,I, 5-11-4 ,j (c 33-3-0 Over 2 Supports >1 R=1935 U=162 R=3431 U=401 W=5.5" Design Crit: IRC2012/TPI-2007(STD) ,EO PROF PLT TYP. Wave FT/RT=2% a (0%)/4(0) 16.01.i� % . - FS' OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 eeWARNINGIae READ AND FOLLOW ALL PANES ON THIS DRAWING! r1t'' ' TC LL 25'E�@n y REF R7175- 92871 825 N 4th Aye,Cornelius OR 97113 aeslp0RTANTee FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. (! 41 .0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 - the latest edition of SCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior ' �_, TC DL 7.0 PSF DATE 03/30/1 7 to performing these functions. Installers shall provide temporary bracing per SCSI. Unlessnoted otherwise, ./ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �,,, rigid tailing. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 1411W rd' DL 10.0 PSF DRW CAUSR7175 17089044 f! sections B3, 87 or 1.110, as applicable. Apply plates to each face of trios and position as shown above and on 0 0/20 ,� ./1111--P 1� 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL �,J--� Alpine, a di�;ai of I,�Ba;ltling Components Group Inc. shat l notresponsible far any da ;anon tram th:e OREGON 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, GI AN I1"WCOMPANY installation&bracing of trusses. 9 V�� 20 gel . TOT.LD. 42.0 PSF SEQN- 238883 . A seal on this drawing or cover page listing this drawing. Inel.etes oaspm.nwe of professional engineering responsibility solely for the design show. The suitability end use of this chewing for any structure Is the -QC D W.N� DUR.FAC. 1 .15 FROM I KE 8351Rama Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: JREF- 1 VZJ 7 1 7 5205 ALPINE: wwad .alpineitw.com: TP1: mww,tpinst,org; WICA: www,sbcinustry.com; ICC; www.iccsafe.org Renews 61302017 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - A1) Top chord 2x4 HF #2 120 mph wind, 22.96 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 •W1, W6, W8, W9 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC 6, 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5= 4X5(R) III -i 10 6X8 5X5= 1.5X4 >c (a) -i 10 10 1V6 WB 1.5X4Di 8-10-10 W1 0-7I W9-4 0-7-4 P IN 418-2-10 1 3X7(B4)(R) III 3X5= 5X7= 6X10= 3X5= 3X7(A2) III 5-5-2 4-6-2 6-4-8 2' 7-0-0 3-11-2 4-0-2 • 9-11-4 6-4-8 2' 7-0-0 7-11-4 I, 9-11-4 ,I— 6-4-8 2-0-0 J, ,J— 7-0-0 m...I, 7-11-4 �l I33-3-0 Over 2 Supports >1 R=1467 U=66 R=1467 U=69 W=5.5" RL=154/-153 Design Crit: IRC2012/TPI-2007(STD) .E.0 PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.1;, It �`rS'�i�t ZTC LL 25 OR/-/1/-/-/R/- Scale =.1875"/Ft. RN Truss Components of Oregon 503)357-2118 •'WAING!•• R D NA)FDLLOO ALL NOTES ON THIS DROWSING! �ING! 19575 REF R7175- 92872 825 N 4111 Ave,Gemellus OR 97113 'wIIPORTNrf" FURNISHml6 DIMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 9 .0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shell provide temporary bracing per BCS!. Unless noted utharwise, �' top chord shall have properly attached structural sheathing end holies chord shall have a properly attached '' BC DL 10.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! '� DRW CAUSR7175 17089045 �I741111kTe sections B3. B7 or 810, as applicable. Apply plates to each Pane of truss and position as shown above and on 0 30/20 1��l�^ the Ja;nt Details, unless noietl otherwise, Refer to drawings IBOAo-Z Por sta,Martl plate:saltie:, L 7 BC LL �L�_1N Jn—/ ' \VI Alpine, a d;�isian of ITi.Baird; cd a g OREGON 0.0 PSF CA-ENG PBC/GWH ng mporrent roy, Inc. shall n t be rasponslble for any tlevlatlon Praa this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN IrWCOMPANY installation a bracing of trusses. 1 n.20,19# TOT.LD. 42.0 PSF SEQN- 238885 • A Seel on this drawing or sower papa listing this drawing, Indicates seaeptenee of professional engineering responsibility solely far the design elven. The suitability and us.of this drawing for soy structure is the L D W• DUR.FAC. 1.15 FRONT I KE &T51RovangCircle responsibility of the Building Deeiensr per Nel/TPI 1 Ses.2. Sacramento,CA 95828 Far more to ccm: ionTPI see .spinshis .o general nate,page and these web alias: Renews ersaplT SPACING 24.0" JREF- 1VZJ7175Z05 ALPINE: wear.alpineitw.coe; TPI: www.tpinst,org; MICA: www.sbcindustry.coon; ICC: www.iccsafe.org (031 7 221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T4 2x4 DF-L #2: 120 mph wind, 23.80 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W9, W10 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III 5X5(R) III h10 4X5(R) III 5X5-',.-..- 14 3X5 3X5/// i 11\ (a) 10 r- 10-6-10 (a) W9 -1 10 W1 W10 0-7-4 0-7-4 "` !r U 418-2-10 1 3X7(B4)(R) Ill 1.5X4 III 3X7= 4X12= 3X5= 1.5X4 III 3X7(A2) III 3X5= Fr 7-0-0 ---1,-t4-11-4 71-g-4-8_I_2' >I, 7-0-0 I�-11-4y , 7-0-0 7-0-0 4-11-4 4-4-8 7-0-0 2-11-4 7-0-0 71 I- 11-11-4 _I 2-4-8 I?-0-o I, 7-0-0 ,I 9-11-4 J I= 33-3-0 Over 2 Supports a) R=1467 U=72 R=1467 U=75 W=5.5" RL=186/-185 Design Crit: IRC2012/TPI-2007(STD) ,EO PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . . i., P. `rS OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 eve !INOlew READ NM FOLLOW ALL MOTES ON IRIS DRAWING! N4C FZ TC LL 25.0 PSF 825 N4th Ave,Cornelius OIL 97113 "!!�TAAT" FURNISH TMIS DRAWING TO ALL COWIRACT°ns INCLUDING THE INSTALLERS. 19575 REF R7175— 92873 _ Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 9{' TC DL 7.0 PSF the latest edition of BCS1 (Building Component Safety Information, by TPI and WTCA) for safety practices prior �1 DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall nave a properly attached 14111‘" ,� rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per BCS! / BC DL 10.0 PSF DRW CAUSR71 75 17089046 Ta sections B3. 67 or 010, as applicable. Apply plates to each face of truss and position as shown above and on0 0120 A LLED)El^ ' 1 I the Joint Details, unless noted otherwise. Refer to drawl 160AA-Z for standardplate ' \V' r— she any deviationei""' BC LL 0.0 PSF CA—ENG PBC/GWH Alpine, a division of I7M Building Components Group Inc. shall not be responsible for from this GI OREGON drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping, J AN ITW COMPANY Installation&bracing of trusses. 17,6"10.20Os* TOT.LD. 42.0 PSF SEAN— 238894 Ni . A el on this droning Cr cover pees listing this drawing, indicates eoosptenoe of professional engineering renrmlbll lty solely for the design sheen. The Nultability end we of this droning for any etn,eturo the e OI D W e v. epDUR.FAC. 1 .15 FROM IKE 8351 RrN31LA Circle r.epenelbl l ley of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites; Renews 8/30/2017 SPACING 24.0" J REF— 1 VZJ 7 1 7 5205 ALPINE: www.alpineltw.com; TP1: www.tpinst,org; ARCA: waw.sbe industry.com: ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - A3) Top chord 2x4 HF #2 120 mph wind, 24.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 •W1, W8 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III —I 10 i:\ 5X5 5X5- T 3X5//i 3X5 i 10 r 11-6-8 10 0-7-4 0-7-4 1 re 1 18-2-10 __1.5X4111 _ 3X7(B4)(R) I . 3X7(A2) 111 7-0-0 6-1-8 1-2-4 7-0-0 4-11-4 7-0-0 7-0-0 6-1-8 8-2-4 4-11-4 7-0-0 1..- 13-1-8 1-2-4 J--I, 7-0-0 ,I— 11-11-4 E< 33-3-0 Over 2 Supports R=1467 U=77 R=1467 U=80 W=5.5" RL=206/-205 Design Crit: IRC2012/TPI-2007(STD) gO PROF PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.x,. i8 vF4 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss ComponentsofOregon (503 357-2118 "WARNINGI" READ AM)Foca ALL NOTES ON THIS DRAINING! 825 N 4liAve,Cornelius OR 9713 "IRAN►" FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. U' 1 FiQ of TC LL 25.0 PSF REF R7175- 92874 _ Trus require extreme re In fabricating, handling. i 1 9575 the latest edition of SCSI (BuildingComponent �'Information, by and bracing. Neter to and fallow ' dir TC DL 7.0 PSF ersnsht Safety Ieftemaoiar, by bracing and YBCSI far safety practices prig DATE 03/30/1 7 to pehordrforming these functions.lInstallers shall provide temporary per all Unless notedrattachedotherwise, - rigidcei ishail have properlyattached naeencstructural sheathing and bottomchordshall have a properly dper �, -r BC DL 1 0.0 PSF ,0411641/4 top caning. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ! / DRW CAUSR7175 17089047 1 sections 83. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 0 0/2017 the Joint Details. unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. BC LL 0,0 PSF CA-ENG AI , a divisionof ITw Building Components Group Inc, shall not be r OREGON PBC/GWH ,4 —'� drawing, responsible for any deviation from this ng, any faile to build the truss in conformance with ANSI/791 1, or for handling, shipping, AN RW COMPANY Installation bracing,f trusses. "V �+R 20 i9a0 4.1?" TOT.LD. 42.0 PSF SEQN- 238891 • A mol on this drawing or ewer pegs listing this drams. Indll:Kes mammon*.of professional snglnsering responsibility solely for the design shown. The suitability and use of this drawing for any stri=cture the 0L 0 W 5 N DUR,FAC, 1 .15 FROM I KE 8351 Roma Circleresponsibility of the Building gesigler per ANSI/TPI I s.c.2. Sacramento,CA95828 For more information see this Job's general notes page and these web sites: 24.0" JREF- 1VZJ7175Z05 ALPINE, waww .alpine;tw.com; TPI: www,tpinst,arg;PTCA: www.shc;ndustry,com: ICC: ww.iccsafe,org Renews&$0/2017 SPACING (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - A4) THIS DWG PREPARED FROM COhPUTER INPUT (LOADS & DIMENSIONS) SUBINITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 24.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC 40 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5- 5X5- 61111111111111 T 10 r -i 10 3X54h 3X5�r 12-2-10 0-7-4 0-7-4 ,A T _ T18-2-10 i 3X7(B4)(R) II 1.5X4111 3X5= 3X5= 1.5X4111 3X7(A2) M 3X7Em 7-0-0 6-11-4 >Ic 5-4-8 >Is 6-11-4 7-0-0 1— 13-11-4 5-4-8 ,L 13-11-4 I 33-3-0 Over 2 Supports >1 R=1467 U=$1 R=1467 U=81 W=5.5" RL=219/-219 Design Crit: IRC2012/TPI-2007(STD) EDPROR PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01..a �9 t' A`S'S OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Com nentsofOregon (503)357-2118 a��IARNtNGIe" READ aro FOLLAP ALL PATES ON THIS DRAWING! C %X F TC LL 25,0 PSF 825 N 4i Ave,Comehus OR 97113 "'llr°RT"PT' FURNISH THIS DRAWING TO w coPr�cro�INCLUDING THE INSTALLERS. U' 4Q REF R7175— 92875_ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of SCSI (Building Component Safety Information, by TPI and NTA) for safety practices prior r TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, r top chord shall have properly attached structural sheathing and bottom chord shell have properlyattached insper 0' % BC DL 10.0 PSF to rigid ceiling. Locations a shownappl care. Apply plates) restraint of webs ss have position installed above dCSI DRW CAUSR7175 17089048 - i sections B3. B7 or 010, as applicable. Apply plates to each face of truss end position as shown above and on O O/rlo 7 Lam)—N I the Joint Details unless rated otherwise. Refer to drawings 100A-Z for standard plate positions. L BC LL ,4 —� I �, Alpine, a division of ITw Building Component,Groep Inc. shall net be responsible for any deviation from this OREGON 0.0 PSF CA—ENG PBC/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMgWV inatallat;an bracing of trusses. �e e0 is TOT.LD. 42.0 PSF SEQN— 238880 A...I an this drawing Cr ower page l leting this drawing, inflates.eaptone*of prelbesiae,.l engineering 9 n•20,10 responsibility solely Ter the design shape The suitability I l I ity and we of this drawing for any structure la the Ro/.p W"N- DUR.FAC. 1 .15 FROM I KE 8351 Rc+valia Circle reponslbl my of the Building Designer per AP51/TPI 1 See.2. Sacramento,CA95828 For more information see this job's general notes page and these web sites: .0" ALPINE: ww.alpineitw.com. TPI: www.tpinst.org; WTCA: marw.sbciedustry.com; ICC: www.Iccsafe.org Renews 6/90/2017 SPACING 24 J REF— 1 VZJ 7 1 7 5Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - A5) Top chord 2x4 HF #2 120 mph wind, 24.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member, design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5- 5X5- 10 1 3X541111,001•••••••••••=6iiiii 5�' 12-2-10 0-7-4 0-7-4 ,441 ' .. _ ; 3X7(64)(R) III 1.5X4 UI 3X5= T -18-2-10 3X5- 1.5X4111 3X7(A2) III 3X7= I-' 7-0-0 4< 6-11-4 >f< 5-4-8 >z 6-11-4 al< 7-0-0-------= L 13-11-4 ,L- 5-4-8 13-11-4 ,I lc 33-3-0 Over 2 Supports R=1467 U=81 R=1467 U=81 W=5.5" RL=219/-219 PLT TYP. Wave Design Crit: IRT/RT 290(096)/4(0) o) 16.01..• .tip. f; g 9. �+ OR/-/1/-/-/R/- Scale =.1875“/Ft. 1503)357-2118 ••WARNING!•• READ AND FRLOS ALL NOTES ON THIS DRAWING! •� t2 `• Truss Components, oOregon ••IIPgtTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. \ L`F $25N4fhAve,CornehusOR97113 (! 19575 y� IC LL 25.0 PSF REF R7175— 92876 Trusses requireitiextreme RCS t Ba in fabricating,mhandling, shipping,ninstalling1 and brforsa safety to and follow DATE 03/30/1 7 the latest edition of BC51 (Building Component Safety Information, by TPI and WTCA) for safety practices prior ' �� 1 TC DL 7.0 PSF to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached I - BC DL 1 0.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per Besl DRW CAUSR7175 17089049 wI sections 83. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 0 O/�O A[�f]^ I the Joint Details, unless noted otherwise. Refer to drawings 180a_Z for standard plate positions, BC LL 0,0 PSF CA—ENG PBC/GWH �=1 1 �! Alpine, a division of 11W Building components croup Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSITIPI 1, or for handling, shipping, GI AN ITW COMPANY installation A bracing of trusses. 9 �� zD seem '`� TOT.LD. 42.0 PSF SEQN— 238897 . A awl on this drawing or cover pays listing this drawing, Indicates acceptance of prof...lone,engineering respbwlbi l lty solely for the design shows, The suitability sod use of this drawing for any structure is the IA D W.N� DUR.FAC, 1 .15 FROM 1 KE 8351 Errata Circle respaaDesigner lbllity of the Building Desier per .e ANSl/TPI 1 5 .2, Sacramento,CA95828 For more information see this job's general notes page and these web sites: SPACING 24.0" JREF- 1VZJ7175Z05 ALPINE: wwe,alpineltw.com; TPI: wvw.tpinst.org; WTCA: weeRe .sbcindustry.ca,: ICC: www.iccsafe.org news&3012017 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - A6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x4 HF #2 120 mph wind, 24.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 •W1, W7 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5- 5X5- ;. 6 7- 10 f —1 10 4b 3X5 3X5 P.All 12-2-10 0-7T. _L III 1.5X4111 3X5=Illlbillikhllk •• ,� -�- 18-2-10 1 3X5= 1.5X4 III 3X7(A2) III 3X7- 4 7-0-0 4* 6-11-4 5-4-8 "T` 6-11-4 'I< 7-0-0 d I- 13-11-4 ,I, 5-4-8 ,I, 13-11-4 J 33-3-0 Over 2 Supports R=1467 U=81 R=1467 U=81 W=5.5" RL=219/-219 Design Crit: IRC2012/TPI-2007(STD) ,gyp PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 %' FS',0_ OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503 357-2118 eelIANNINGIee READ AND MUM ALL NOTES ON THIS DRAWING! �G I ,e � • po «IMPORTANT•• MINIM THIS DRAM=To ALL CONTRACTORS NMUDINB THE INSTALLERS. 19b,. TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97113 O Z REF R7175- 92877 Trusses require extreme care in fabricating, handling,SfetI shipping, installing and bracing. Refer to and follow 75 �r 1 TC DL 7.0 PSF the latest edition of SCSI ns. I(Building Component Safety Information, by TPI and WTCA) for safety practices priorDATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, - top chord shall have properly attached structural sheathing and ot bottom chord shall have a properly attached .-� BC DL 1 0.0 PSF 14111161/4, rigid ceiling. Locations shoe,for permanent lateral restraint of webs shall have bracing installed per SCSI ,�► DRW CAl1SR7175 17089050 ti sections B3. 117 or 010, as applicable. Apply plates to each face of truss and position as shown above and o ^ 0 /20 �=ill(� 01=N the Int getai I=. ',lema notal otherwise. Refer to drawl,:=tBOA_Zfor standard plate poaltlana, (j BC LL 0,0 PSF CA-ENG PBC/GWH —, alpin , a al Ilion of Ito Bnllal g componancs g oup Ing. shall not ba rasps all le far any ea�latlon fry uia OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of crosses. 9 von.20 iq9% "� TOT.LD. 42.0 PSF SEQN- 238901 a . A sl on this drawing or asew ver palisting this draing, Indicates aoaptena of proresslonel engineering responsibility solely for the design enamel. The suitability and a of this droving for any structure Is the pL 0 W.N DUR.FAC. 1 .15 FROM I KE 8351 Ro Ona Circle responsibility or the Building Designer psf ANSI/TPI 1 Sec.2. 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:RICA: www.sbcindustry.com: ICC: ewe.iccsafe.org Renews 0I30/2017 SPACING 24.0" J REF- 1 VZJ 7 1 7 5Z05 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - A7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 24.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC a 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Right end vertical not exposed to wind pressure. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III 4X8(R) III i!.. ...nossaisavii1 T 10 1— —1 10 3X5//i 3X5(R) III ill 12-2-10 Ad Addi ill 7- 6-7-14 0-7-4 T — = 18-2-10 1 3X5(62)(R) III 1.5X4 III 3X5= 3)(5= 3X5 ID y 3X7= 7-0-0 6-11-4 5-4-8 6-8-2 7-0-0 6-11-4 5-4-8 6-8-2 (_ 13-11-4 . 5-4-8 .,_ 6-8-2 J 1 25-11-14 Over 2 Supports >-1 R=1148 U=62 W=5.5" R=1145 U=102 RL=179/-139 Design Crit: IRC2012/TPI-2007(STD) , p PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.,. s'� FFS'ite, OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 •eWARNING!'• READ MO FOLLOW ALL NOTES PI THIS DRAWING! U,? tJG I ' '� TC LL 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.* FURNISH ons Blume To ALL CONTRACTORS INCLUDING 1HE INSTAuels, 2 25.0 PSF REF R7175— 92878 Trussesrequire extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow 19675 thelt edition of BCS1 (Building Component Safety Information, by TPI end BTCA) for safety practices prior % TC DL 7.0 PSF DATE to performing these functions. Installers provide temporary bracing per SCSI. Unless noted otherwise, • 03/30/1 7 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 Bell 1� i BC DL 10.0 PSF DRW CAUSR7175 17089051 ',41 —��0 �' s tions 83, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details. unless noted otherwise. Refer to drawings 180A-Z for standard plate positions, 0 0/20 1 Al lne, a divlslen or nom Beildirg Components Group Inc. shall net be responsible for any deviation from thio OREGON BC LL 0.0 PSF CA—ENG PBC/GWH tlrawing, any failure to build the truss in conformance with ANSI?PI 1, or for handling, shipping, AN RW COMPANY Installation a bracing of trusses. A-esl en tris ewwlnp ee meed listing this drawing, Indicates w wdeptn de of professional rater. the 9jQ vah'20.1990 •or `� TOT.LD. 42.0 PSF SEQN— 238914 respoeslblllty eslsly for the design shown. The suitability and use of this drswing far any etrueture Is V asst RovanaCircle responsibi 1 ity of the Building Designer per ANSI/TPI 1 sed.z. O(,O w•Ick.- responsibility DUR.FAC. 1 .15 FROM I KE Sacrancnto,CA 95$28 For more information see this job's general notes page and these web sites: ALPINE: www.alp neitw,com; TPI: www,tpinst.org; NTCA: ,sbcindustry,cem; ICC, .lccsafe,org Renews 6130/2017 SPACING 24.0" JREF— 1 VZJ 7 1 75Z05 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - A4A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 24.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III 4X8(R) bl li 7- 11 101 110 3X5//i 3X5(R) III t i1 12-2-10 6-7-14 0-7-4 4_18-2-10 _ 3X5(62)(R) III 1.5X4 III 3X5= 3X5= 3X5 Ill 3X7 7-0-0 BIZ 6-11-4 >l< 5-4-8 ,Ix 6-8-2 d7-0-0 6-11-4 5-4-8 6-8-2 I_ 13-11-4 „I_ 5-4-8 ,I_ 6-8-2 ,J 1 25-11-14 Over 2 Supports R=1148 U=62 W=5.5" R=1145 U=102 RL=179/-139 Design Crit: IRC2012/TPI-2007(STD) CEO PROp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 10_ 6 _ j, `s(.% OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503)357- 118 •'WARN!NG I"" READ AND FOLLOW ALL NOTES ON THIS DIMING! CEJ Z TC LL 25.0 PSF ago •“IIWRTANT“ FURNISH TRIS DRAWING TO ALL COS/TRACTORS INCLUDING THE INSTALLERS, 19676 825 N 4th Ave,Cornelius OR 97113 REF R7175- 92879 Trusses require extreme BCS c B in fabricating, handling,I shipping, installing and)bracing. Refer to and followrr p TC DL 7.0 PSF DATE 03/30/1 7 the latest edition of (Building Component Safetyprov Information, by TPI and YrrCA) for safety practices r prix 40Y to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,41.61/4 — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 10.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall neva bracing Installed per BCSI DRW CAUSR7 1 75 17089052 LI-=-2)[i1 sections B3. B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on O 0/20 7 ' I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions, OREGON BC LL 0.0 PSF CA-ENG PBC/GWH IJ 1pine, a division of Al11,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, GI AN ITW COMPANY installation w bracing of trusses. Q" TOT.LD. 42.0 PSF SE N- 238908 . A weal on this drealag Sr cover page listing this drawing, IMicmtM ��Vqn•20,19 G SEQN- solely for the design Mown. The suitability end use of tthhtis'drwine for any structure is the v 8351 Roy=Circle rsepehn lb111tY of the Building Designer per ANSI/TPI 1 Ses.z. �� W• DUR,FAC, 1 .15 FROM IKE Sacramento,CA95828 For more informsee this Jos general notes page and these web alias: Renews 813aso17 SPACING 24.0" JREF- 1VZJ7175Z05 ALPINE: ww.alpineliw.cam; TPI: b PI: www.tpinst,org; VRCA: ww.sbcindustry.com; ICC: ww.iccsaPa.org (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - A5A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 24.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC 01=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III 4X8(R) III ;l li 10 r -1 10 3X54 3X5(R) III Aillillailli �1 7- 12-2-10 6-7-14 0-7-4 I T ` - ■■ — 18-2-10 3X5(82)(R) III 1.5)(410 3X5= 3X5= 3X5 III 3X7= 7-0-0 6-11-4 5-4-8 6-8-2 L, 13-11-4 _i__ 5-4-8 ,I_ 6-8-2 J F 25-11-14 Over 2 Supports R=1148 U=62 W=5.5'I R=1145 U=102 RL=179/-139 Design Crit: IRC2012/TPI-2007(STD) CEO PROOF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..,., 6 f `rQi OR/-/1/-/-/R/- Scale =.1875"/Ft. — Truss Components Comeegon 1503)357-2118 a�IIwIWIRNI H• READ AND FOLLOW OBTRA es rims DRAWING! C9 kc. 0, TC LL 25.0 PSF REF R7175- 92880 825 N 4th Ave,Comehus OR 97113 '•IwortrARr FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow , 1' the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, �y cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached l ' !- BC DL 10.0 PSF Ts rigid telling. Locations shown for permanent lateral restraint of wets shall have bracing installed per BCSI 0 0/20 DRW CAUSR71 75 17089053 1 sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on G A 1 the Joint Details, unless notetl otherwise. Ra Par to drawings,BDA-Z Por standard plate positions. OREGON BC LL 0.0 PSF CA-ENG PBC/GWH /��—N Ili Alpine, a tllvlsion of ITw Building Components Group Inc. shall not be responsible for any deviation Prow this tlrawing, any failure to build the t AN ITW COMPANY installation A bracing of trusses,esshown. `g' •9,0"en,20,1sem V J truss in conformance with ANSI/7P' 1, or for handling, shipping, 62 TOT.LD. 42.0 PSF SEQN- 238911 A seal en this droning Cr Cover page listing this drawing, indicates.we.ptence of professional engineering O responsibility solely for the dlon sho . The suitability end use of this drawing for any structure Is the — responsibility of the Build) Designer per ANSI/TMI 1 sec.=. �'0 W W. DUR,FAC. 1 .15 FROM I KE Rama Raa Circle "g Sacramento,CA 95828 For more information sea this job's general nonces page and these web areas: Renews 813eSOl7 SPACING 24.0" J REF- 1 VZJ 7 1 7 5205 ALPINE: www.alpineitw.com: TPI: www,tpinst.org; RICA: www.sbcindustry.com; ICC: www.iccsafe.org I (031 7221--FOUR D CONSTRUCTION CO. —GREENSWARD SOUTH LOT 11 -- TIGARD, OR — B) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W4, W6, W8 2x4 HF #2: TC- From 34 plf at 0.00 to 34 plf at 2.21 TC- From 34 plf at 2.21 to 34 plf at 22.26 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 10 plf at 0.00 to 10 plf at 22.26 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 253.40 lb Conc. Load at 0.27, 2.27, 4.27, 6.27 DL=6.0 psf. 8.27,10.27,12.27,14.27,16.27,18.27,20.27 Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5- 3X5- 3X5- • 1.5X4 III 4X8- 10 e in 1 T1 a 5X5(R) r Ad (a) ::\\\\\\E] W4 W6 W8 5-5-8 5-6-10 II 3-8-9 En r18-2-10 r 3X7 III 4X5(R) Ill 5X5= 4X5= 6X10= 3X7 III 2-2-8 6-6-7 6-8-3 6-9-15 2-2-8 6-6-7 6-8-3 6-9-15 1_ 2-2-8 _1_ 20-0-10 J k22-3-2 Over 2 Supports R=1992 U=357 R=1777 U=311 Design Crit: IRC2012/TPI-2007(STD) ,E,D PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..0 O F, �`rS OR/—/1/—/—/R/— Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 •*WARNINGI•e R�NO FOLLON ALL NOTES ON THIS ORANING! N $. R7175— 92881 _ 825 N 4lt i Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONIRA1'ORS INCLUDING THE INSTALLERS. 19675 9 TC LL 25.0 PSF REF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow TC DL 7.0 PSF DATE 03/30/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI end NTCA) for safety practices prior li to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedf► BC DL 1 0.0 PSF . 0411164 rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing installed per BCS( DRW CAUSR7175 17089054 1a sections 03, 07 or 810, as applicable. Apply plates to each face of truss and position as shown above and on0 30/20 7 /� I the Joint Details. unless noted otherwise. Refer to drawings1608-2 for standardplate /"'� E JJ N Alpine, anypodeviation OREGON BC LL 0.0 PSF CA—ENG PBC/GWH a division of ITS Building Components Group Inc. shall not be responsible for deviation from this drawing, any failure to build the truss in conformance with AUSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. 1 tea,,.20,1940TOT,LD. 42.0 PSF SEQN— 238919 A seal on this drawing or coveChi • r page listing r drawing, indicates eeeaptanr of professional engineering reepmalbility solely few the design Moan. T e suitability and re or this drawing for any structure is the OLD W•N� OUR.FAC. 1 .15 FROM IKE 8351 Ravens Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.z. Sacramento,ca 95828 Far more information see this Job's general notes page and these web sites: SPACING 24.0" JREF— 1VZJ7175Z05 w ALPINE: aw.alpineitw.can; TPI: www.tpinst.org; eTCATCA: wwe. bcindustry,cos; ICC', www.iccsafe.org Renews 8!8012017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - 61) Top chord 2x4 HF #2 120 mph wind, 23.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W4, W6, W8 2x4 HF #2: DL=6.0 psf. End verticals not exposed to wind pressure. Wind toads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 3X5- 1.5X4 III 3X5- 121 MI Q ! 10 F- 3X5 (a) W4 7-0-11 7-2-10 W6 W8 3-8-9 k LLI -,4 +18-2-10 3X5 III 3X5= 3X5= 3X5= 3X10= 3X5 III 4-2-8 r 4-2-8 ›..1.,,_ 5-10-7 5-10-7 l` 6-0-3 `I` 6-1-15 6-1-15 1 1- 4-2-8 -I- 18-0-10 —I I< 22-3-2 Over 2 Supports R=982 U=55 R=982 U=103 RL=81/-21 Note: All Plates Are 3X5 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) E FF PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 . 4 CI1 `A,� OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components nems of Oregon (503)357-2118 '• IINGI•' READ AND FOLLON ALL ONES ON THIS DRAWING! �N Fo OZ TC LL 25.0 PSF R 1 ••I T • ISH THIS AWING 70 ALL CONTRACTORS INCLUDING THE INSTALLERS. n REF R7175- 92882 825 N 4 Ave,Cornelius O 97 13 19575 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior r , TC DL 7.0 PSF DATE 03/30/1 7 to performing these functions.ns. Installers shall provide temporary 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 SCSI /01114' ''r BC DL 10.0 PSF DRW CAUSR7175 17089055 1 sections B3. B7 or B10, as applicable. Apply plates to each face of truss and position as Shown above and on 0 0/20 ' I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON J hiL�)�NBC LL 0.0 PSF CA-ENG PBC/GRH 1 Alpine, a division of ITR Building g 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 candling, shipping, ,9�P 1. 20 itab �Q• TOT.LD. 42.0 PSF SEQN- 23892 1 AN frW COMPANY installation an th&bracing ofor trusses. • 9 . A seal on this drawing or ower paps listing this drawing, Indicates acceptance of professional engineering respuhaibiiity solely for the design ehoah. The suitability end use of this drawing for any structure is the O`D W• DUR.FAC. 1 .15 FROM IKE 8351 Rovana Circleresponsibility of the Building Designer per ANSI/TPI T See,2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: - Renews 8ISOI2017 SPACING 24.0" J REF- 1 VZJ 7 1 7 5205 ALPINE: www.alpineltw.coe: TPI: www.tpinst.org: RTCA: www,sbcindustry.ccm; ICC: www.iccsafe.org I 03317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - 62) THIS DWG PREPARED FROM CONFUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 24.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W2 2x4 HF Std/Stud: DL=6.0 psf. End verticals not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5- 3X5= 1.5X401 3X5= 2 ES ! ! 0 10 fl 3X5ij a) i (a) (a) II (a) I1 (a) 1 8-8-11 8-10-10 3-8-9 W1 W2 e G I. i III -.,..i +18-2-10 ' 3X5111 3X5= 3X5= 3X5= 4X8E 3X5111 6-2-8 >'c 5-2-7 + 5-4-3 + 5-5-15 6-2-8 5-2-7 5-4-3 5-5-15 3.1 L 6-2-8 ,I, 16-0-10 FC 22-3-2 Over 2 Supports al R=982 U=45 R=982 U=125 RL=124/-31 Note: All Plates Are 3X5 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.x. ® �' s OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 li moi" READ AND FouON ALL NOTES or THIS DRAWING! �N �/ 825 N 4th Ave,Cornelius OR 97113 "'ITN+T' FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. G` �G �`�•1 G1 TC LL 25.0 PSF REF R7175— 92883 Trusses require extreme care in fabricating, hafting, shipping, installing and) forbracing. Refer p to and follow 19576 TC DL 7.0 PSF DATE 03/30/17 the latest edition of BC51 (Building Component Safety Information, by TPI and IPfCA) for safely practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, V i - top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached BC DL 10.0 PSF rigid ceiling. Locations shown for permanent lateral restraint or webs shall nava bracing installed per BCS1. , 011- ,/� DRW CAUSR7175 17089056-- 7 sections B3, 07 or B70, as applicable. Apply plates to each face of truss and position as shown above and on A- 'I O I ; [he Joint Details, unless noted otherwise. Refer to drawings100Au-z for standard late 0 0/201 ILJ, I ' \VI p positions. BC LL 0,0 PSF Alpire, a division of ITw Building Components Group Inc. shall n t be rwspoenible far any deviation from this CA-ENG PBC/GWH tlrw ing, any failure to bulltl the truss fn conformance with ANSI/TPI 1, or for hentlling, shipping, 0 OREGON AN I1-WCOMPANY installation A bracing of trusses. TOT.LD. 42.0 PSF SEQN- 238923 A sol on this drawing or awes props listing this drawing, indicates mwmptmnw Of professional engineeringv. 0, responsibility solely ter the oseign sheen. The wltabllity and use of this drawing for any mtruetur.Is the �•Z0,19 responsibility of the Building Designer per N61/Tpl I Sse.2. �O4 .• 0 `�,•0 DUR.FAC. 1 .15 FROM I KE 8351 Roan Code Sacramento,CA 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" JREF- 1 VZJ7175ZO5 ALPINE: waw,alpineitw.com: Tel: www.tpinst,org; MICA: www,sbcindustry,com; ICC: www,iccsafe,org Besaww.mi---.mi1t] (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - 63) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 25.35 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W2, W10 2x4 HF Std/Stud: DL=6.0 psf. End verticals not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5- 1.5X4 III 4X5- 4 N N� T g 3: 10 (- 1111 10 X5/ 3X5 �. T1.5X4 111 10-6-10 ! W10 6-7-14 3-8-9 W1 is = =."' u — aJ 18-2-10 e d 3X5(R) III 3X5- 3X7- 3X5- 1.5X410 3X5= I 3-5-4 _8-2-8 4-9-4 _I, -8-4 'I` 4-8-4 BIZ 4-8-2_ l_ 8-2-8 _I_ 9-4-8 ,). 4-8-2 ,I F'= 22-3-2 Over 2 Supports R=982 U=65 R=982 U=101 RL=109/-89 Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0,' ' �FFOR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 503 357-2118 e e 1N+1 e e READ AND FOLLOW ALL NOTES ON THIS DRAWING! (7 t N po ••11N'ORTMT0a FURNISH THIS OARING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. F 0 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 j, r1G ��`41 y REF R7175- 92884 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fellow 19575 the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior �. TC DL 7.0 PSF DATE 03/30/1 7 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 1 ,0011164,, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached • „,� BC DL 1 0.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS/ r. DRW CAUSR7175 17089057 1y actions 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on I o1�N the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. O 0/20 BC LL 0.0 PSF CA-ENG PBC/GWH /L—:7�'I"�Ir—/ i Alpine, a tlivision oP nl1'Building Components Group Inc. shall not be responsible for any deviation Prom this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN 11'W COMPANY installation a bracing of trusses. v• .4 TOT.LD. 42.0 PSF SEQN— 238925 . A seal on this drawing or mower pegs listing this drawing, Inbiptw mwmptenbm Of professions.emginser log 9 '8 06 responsibility solely for the design shown. The aultebility end use of this drawing far any structure Is the "� h'20,19 �{ 8351 Rovana Circle responsibility of the Building Dssisswr dor ANSI/TPI 1 Soo.2. O 1 c •yV DUR.FAC. 1 .15 FROM IKE Sacramento,CA 95828 For more information see this job's general notes page and these web sites: L• ALPINE: www.alpineitw.com; TPI: wew.tpinst,org; RICA: ww,sbcindustry,com; ICC: www,iccsafe,org SPACING 24.0” JREF— 1VZJ7175Z05 - Rn.ewa 4019N'Mi 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - C) Top chord 2x4 HF #2 120 mph wind, 22.99 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :M7, M8 2x4 HF #2: DL=6.0 psf. :Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind OVERCUT. No knots or other lumber defects allowed within 12" of notches. bracing requirements. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Shim all supports to solid bearing. 4X5- 111111 9-9-4 10 10 1-7-13 0-7-441id1IIIh1h Ill 0-7-4 " +18-2-10 3X5s 4X5(G1)4' 3X5(82)(R) III I.1 'J< 7-9-12 >.L 6-10-6 6-10-65 1 "� 11-0-0 -I_ 11-0-0 7-9-12 —I` 6-10-6 —I— 7-3-14 .c 22-0-0 Over 4 Supports R=106 PLF U=22 PLF W=7-9-12 R=86 PLF U=26 PLF W=6-10-6 RL=29/-29 PLF R=108 PLF W=6-10-6 R=198 U=21 W=5.5" Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave Design Crit: IRT/RTe%(0%)/04(0) D) 16.01.o, ,5 - P- s.:6' OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components 503 357-2118 '�WARNINGIae READ AND FDLLDN ALL KITES ON THIS DRAWING! tr1 �• �` 14 TC LL 25.0 PSF REF R7175- 92885 po ( ) FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 97113 re extreme care require extreme c re in fabricating, handling, shipping. Installing and bracing. Refer to and follow 19575 TC DL 7.0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, / top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 1 0.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI O r DRW CAUSR7175 17089058 — 1w sections 63, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. 0 0/20 7 LO) N o BC LL 0.0 PSF CA-ENG PBC/GWH - i Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 0 AN rTW COMPANY installation&bracing of trusses. e9�.,�u WO,�W+• �P TOT.LD. 42.0 PSF SEQN- 238981 A seal on this draping Cr eevar pays listing this&swing. Indians socaptane.of ProHriolnel anginasrinp .eepeeelblIley solely Ter the design slw.n. The suitability and use el this drawing for any etrtiet..fe is the OLO W.�► DUR.FAC. 1 .15 FROM I KE • fl351RnranaCinle raapsn.Ibltley el the Wil la lap)D..Iprr par ANSI/TPI t Sse.2. Sacramento,CA 95828 for more information see this Job's genera( notes pegs and these web Sites: it ALPINE: wwv,alpineite.com; TPI: www,tpinst.org; '%TCA: wwe.sbcindustry.com; ICC: www.iccsafe.org Renews&3012017 SPACING 24.0 J REF- 1 VZJ 7 1 75205 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - C1) THIS DWG PREPARED FROM CONFUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 22.99 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. :Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Calculated horizontal deflection is 0.16" due to live load and 0.18" design. due to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 5X7= A` T OM 1.5X4# 1.5X4\% 9-9-4 10 � II -110 n 4X8(R) III 0-7-4 --I 6 6 L— ,...,, 0-7-4 '_ wN 4N 18-2-10 5x5: T 6X8(G1) /// 3X5(82)(R) III 1-0-0 1-0-0 5-0-0 6-0-0 5-0-0 6-0-0 7-9-12 6-10-6 7-3-14 11-0-0 11-0-0 7-9-12 6-10-6 7-3-14 22-0-0 Over 2 Supports a R=1057 U=56 W=5.5" R=1065 U=51 W=5.5" RL=200/-200 Design Crit: IRC2012/TPI-2007(STD) p PRpF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 ' . • FS OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 .. NtNEiB ea READ AND Foca ALL!ohs a THIS DRAWING! G i l ppoo ..11FORTANTww FURNISH THIS DRMING m ALL aNiRAclnRS INCLUDING THE INSTALLERS. F TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 y REF R7175- 92886 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fallow 19575 1, DATE 03/30/1 7 the latest edition of BCSI (Building Component Safety Information, by TR1 and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, �, TC DL 7.0 PSF top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached ,/ rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per Bcsl /� ''''..0BC DL 10.0 PSF DRW CAUSR7175 17089059 11 J \V' f• sections B3. B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 1 A II I' O A ' the Joint Details. unless noted otherwise, Refer to drawings 160A-Z for standard plate positions. HO/2Q r Alpine. a division of I„1 Building Components Group Inc.Int. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with NISI/TP1 1, or for handling, shipping, AN MW COMPANY installation a bracing of trusses. '� �, "� TOT,LD. • 42.0 PSF SEQN- 238975 . A seal on this arming Sr cover pegs listing this drawing, Indicates.ww.ptan0n of pretensions!engineering .n.2o,499 4b_.& 1 my solely for the domino sheen. The witebI l it„and we of this drawing for any structure is the Rpt p W t NSG DUR.FAC. 1 .15 FROM I KE 835!RucarclCircle responsibility of the Building De.lgpsr par ANSI/TPI 1 S.c.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VZJ7175Z05 ALPINE: www.alpineite.cam; TP1: www,tpinst.org: WTCA: www.sbcindustry.com; ICC: www.lccsafe.org Renews 6430!2017 (031 7221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - C2) THIS DWG PREPARED FROM CONFUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 .120 mph wind, 22.99 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4,2 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. :Rt Stub Wedge 2x4 HF Std/Stud: Calculated horizontal deflection is 0.15" due to live load and 0.18" Wind loads and reactions based on MWFRS with additional C&C member due to dead load. design. Deflection meets L/360 live and L/240 total load. Creep increase factor loadomBottchord applied percIRC-12rsecctionpsf 301.5.non-concurrent bottom chord live for dead load is 1.50. 6X8= %e 1.5X4 1,5X4'4 ill —7 10 9-9-4 10 � 11� n J 4X8(R) III 0-7-4 6 6 i- 0-7-4 T m. •' •� ,S 18-2-10 5X5% 3X5(82)(R) U� 6X8(G1)II, 1-0-0 5-0-0 6-0-0 5-0-0 6-0-0 7-9-12 6-10-6 7-3-14 11-0-0 11-0-0 7-9-12 6-10-6 7-3-14 22-0-0 Over 2 Supports >. R=1058 U=56 W=5.5" R=990 U=38 W=5.5" RL=180/-190 Design Crit: IRC2012/TPI-2007(STD) ,ED PROp PLT TYP. Wave FT/RT=294(0%)/4(0) 16.01 .8. FS'S � NA 5 i OR/-/1/-/-/R/- Scale =.25"/Ft. _ Truss Components of Oregon (503 357-2118 "111ARNINGI•• READ AND FOLLOW ALL Nous ON THIS DRAWING! 02 TC LL 825 N 41h Ave,Cornelius 012 97113 ...IMPORTANT** FURNISH THIS DRAINING To ALL omlmscrnls INCLUDING INE INSTALLERS. 25.0 PSF REF R7175— 92887 -- Trusses require extreme care i n fabricating, '19575 the latest edition of SCSI (BuildingComponent handling, shipping, installng and bracing. Refer to and follow 9 TC DL � Ceers C l Safety Information, by TPI and.CSI for safetypractices priorl' , 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached IV rigid ceiling. Locations shown for permanent lateral restraint of webs shall heave bracing installed per BCSI 4111. % BC DL 10.0 PSF DRW CAUSR7175 17089060 P3111� sections 83. B7 or 810, as applicable. Apply plates to each face truss and position as shown above and on 0 30/20 J the Joint Details, unless notal otherwise. Refer to drawings 160A-Z.for standard plate positions, J /L r— Altine, a division of ITN Building Components Group Inc. shall not t be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation&bracing of tresses. A al mm this droning Cr cover psga listing this drawing, indicates secptallOs of proferlwr)engineering IA 4141.20,1990 */Qt TOT,LD, 42.0 PSF SEAN- 238978 Noel responsibility solely for the design shown. he meltability and use of this drawing for any structure is the t 0 W Oa N 8351&waneCirclt fm pmneibll lty or tn.Del lding Baalgrwr per iw51/TPl 1 Sec.2. DUR.FAC. 1 .15 FROM I KE Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE: www,alpineltw.com; TP1: www,tpinst.org; NTCA: www,sbcindustry,cam; ICC: www.iccsafe,org Renews&9012017 SPACING 24.0" J REF- 1 VZJ 7 1 7 5Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - C3) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED I 2 _, Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nail Schedule:0.131"x3", min. nails :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x6 HF #2: Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 6.00" o.c. (Each Row) Deflection meets L/360 live and L/240 total load. Creep increase factor Webs : 1 Row @ 4" o.c. for dead load is 1.50. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads 4" o.c. spacing of nails perpendicular and parallel to (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) grain required in area over bearings greater than 4" TC- From 68 plf at -1.00 to 68 plf at 6.00 TC- From 34 plf at 6.00 to 34 plf at 11.00 120 mph wind, 22.99 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 68 plf at 11.00 to 68 plf at 21.92 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 5 plf at -1.00 to 5 plf at 0.00 DL=6.0 psf. BC- From 20 plf at 0.00 to 20 plf at 6.00 4X8(R) III BC- From 10 plf at 6.00 to 10 plf at 21.92 BC- 1777.05 lb Conc. Load at 6.00 ji BC- 981.95 lb Conc. Load at 8.00,10.00,12.00 BC- 1144.67 lb Conc. Load at 14.00,16.00,18.00,20.00 Wind loads and reactions based on MWFRS. 3X7/// 4X8 4* 11 "thi. 10 9-9-4 10 T 0-7-4 s I 1 �� n �� 0-8-1 18-2-10 3X10 III 8X8- 3X10 III 5X7(B8R) 4X5:€--- 6X8(B8R)� L1 �J 6-0-0 4c 5-0-0 >Ic 5-0-0 4c 5-11-0 1_ 11-0-0 -I_ 10-11-0 -.1 FC 21-11-0 Over 2 Supports >1 R=4801 U=605 W=5.5" R=6176 U=676 W=4.5" Design Crit: IRC2012/TPI-2007(STD) .EO PROA-6 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .*4 C 1W,.! _ `�S' OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components Oregon 503 357-2118 a°WARNINGI°Y READ AND FOLLOW ALL NOTES ON THIS DRAWING! ii �1 po ) ••IIFORTNIT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING NS ING TE INSTALLERS. 41 1. TC LL 25.0 PSF REF R7175- 92888 825 N 4th Ave,Comelms O 97113 19575 Trusses require extreme care in fabricating, handling, shipping. installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior ' TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached - rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI /r' ' O.- BC DL 10.0 PSF DRW CAYSR7175 17089061 1 sebtlons B3, B7 or 010. as applicable. Apply plates to each face of truss and position as shown above and on 0 30/20 7 A A I i the Joint Details. unless noted otherwise. Refer to draw mon 1a0A_Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/GWH ' \�f' OREGON .J �� Alpine, a tllvlsfon of TTM Builtlirg Comporiants Group Inc. shall rwt be responsible fnr any tleviatlon from this orating, any failure to build the truss In canrormance with ANSI/TPI ,, or for handling, shipping, w9 "en 20 199m P TOT.LD. 42.0 PSF SEAN- 238984 AN ITW COMWWY tel &bracing of trusses. A meal on this drawing or saver page listing this drawing, Indicates Meompt.nee of profwlonal eriginssring responsibility solely for the design sheaf. The suitability and sass of this drawing tar any etructui•e la t}a o..u w•N� DUR.FAC. 1 .15 FROM IKE 8351 Rrnana Circle responsibility of the Building Weimar per ANSI/TPI 1 See.2. sacrmRenlo,CA 95828 For more information see this job's general notes page and these web sites: Renews 630/2017 SPACING 24.0" J REF- 1 VZJ 7 1 7 5205 ALPINE: www.alpineitw.cam: TPI: www,tpinst.org: MICA: www.sbcindustry.com; ICC: www.iccsefe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - D) Top chord 2x4 HF #2 120 mph wind, 21 .32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: :Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind OVERCUT. No knots or other lumber defects allowed within 12" of notches. bracing requirements. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Shim all supports to solid bearing. 4X5= U 10 F j lliii 10 lli i 11 ▪ 1-5-14 6-5-4 i � OP � i i 1111 4X8(R) III i i i doll1�' —J 6 6 11I 0-7T-4 0. 0.00 �Iii 0-77_-4 ▪ 18-2-10 i 4X5(G1)\\\ 4X5(G1)/// si 8 6-6-8 6-6-8 3 <1 5"8 'J 7-0-0 I 7-0-0 _I .c 7-0-0 'f'' 7-0-0 4 14-0-0 Over 4 Supports > R=77 Rw=131 U=85 W=5.5" R=74 PLF U=22 PLF W=6-6-8 RL=141/-131 R=98 PLF U=10 PLF W=6-6-8 R=187 U=43 W=5.5" Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) EO PROF. PLT TYP. Wave FT/RT=2%(0% /4(0) 16.01. 0; t _,�mi„�,3'4P OR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components on (503 357-3118 '�WARNINGI°Y REM)AND FNLr.N ALL NmES of/THIs maims) REF R7175— 92889 goo S ww1 'ORTANT' FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. iiit Fn�' TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme re i h fabricating, 19575 r e,eenhandling, shipping, installing and bracing. Refer to end follow TC DL 7.0 PSF DATE 03/30/17 the latest editionireof SCSI a(Building Safety Information, by TPI and RICA) for safety practices olprlor to performing these Functions. Installers shall provide temporary bracing per[iC61. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attachedAP- rigid ceiling. Locations shoven for permanent lateral restraint of webs shall have bracing Installed per SCSI /,� ''i BC DL 10,0 PSF DRW CAUSR7175 17089062 w sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on0 30/2017 ,�1 A ' the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. A 11 ' \�f' Alpine, a division of nw sending rn�.pn s Group Inc. shall net be responsible fnr any deviation from this OREGON BC LL 0.0 PSF CA—ENG PBC/GWH drawing, anyfailure to build the truss in conformance with ANSI/TP' 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. 9A men 20,114! TOT.LD. 42.0 PSF SEQN— 238932 . A seal on this drawing er cover pogo listing this droving. indicates sprofessionalptedrawingof professional engineering -IOLD ��' responsibility solely fer the design shown. Tho suitability and use of this drawing for any etruature Is the L D W. DUR.FAC. 1 .15 FROM IKE 8351 RovanaCircle responsibility of the Building Designer per ANSI/TPI I See.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: JREF— 1VZJ7175Z05 ALPINE: www,alp neitw.co,n TPI: www.tpinst,org; *'TCA: www.sbcindustry.com: ICC: ww.v.iccsafe,org Renews013012017 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - D1) Top chord 2x4 HF #2 120 mph wind, 21 .32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: :Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III /I 10 10 II 6-5-4 4X8(R) III —I t5 6 l_ 0-7-4 Il. ,,s, 0-7-4 18-2-10 4X8(G1)\\\ 4X8(G1)/// 7-0-0 _I_ 7-0-0 J c 7-0-0 T 7-0-0 a 14-0-0 Over 2 Supports a R=631 U=14 W=5.5" R=710 U=25 W=5.5" RL=-116 Design Crit: IRC2012/TPI-2007(STD) r EO PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.' 19S• SSS OR/-/1/-/-/R/- Scale =.375"/Ft. esWARNII1G1.. READ AND MAI ALL NOTES ON THIS DIMING! �1 1 TmssComponentsofOregon (503)357- 118 �O We O� TC LL 25.0 PSF REF R7175— 92890 — 825 N 4th Ave,Cornelius OR 97113 as IiPORTANTa FURNISH THIS DRAWING TO ALL C0NIRACTDRS INCLUDING ME nermuns. 19575 Trusses require extreme care in fabricating, handling, shipping. installing and bracing. Refer to and follow rili, TC DL 7.0 PSF DATE 03/30/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / . 4111111104 gid ceiling. Locations shown far permanent lateral restraint of webs shall nave bract g Installed per BCSI / BC DL 10.0 PSF DRW CAUSR7175 17089063 fes sections 83. 87 or 810, as applicable. Apply plates to each face of truss anti position as shown above and o O 1/201 � 1 the Joint Details, uniass noted otherwise. Refer to tlrawings 160A-Z for stantlartl plat¢positions. L 1 ,i�3 N Alpine, a dl�iaian of Hn Bai Hai s eempeaa s creep Hae. snail et m raspanalbla far any ea Iatlan from ihlsOREGON BC LL 0.0 PSF CA-ENG PBC/GWH 1 drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, AN rrwCOMMNY installations bracing of trusses. 9 14, 20 tgo r TOT.LD. 42.0 PSF SEQN- 238927 . A sssl an this dressing or cover pays listing this drawing, Indicates accept nce of profeeslonel responsibilityengineering salal solely for the design shoes. The aultabl I Ity and oes of this drawing for any structure Is the OL D w.N� OUR,FAC, 1 .15 FROM I KE 8351RoralllCircie responsibilityper of the Building Designer pANSI/Tin 1 Sec.2. Sasean ito,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: wwa.alpineitw.cam; TPI: wee.tpinst.org; RICA: www.sbcindusiry.com; ICC: www.iccsafe,org Renews 6/30/2017 SPACING 24.0" J REF- 1 VZJ 7 1 7 5Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. Bop chord 2x6 DF-Lchord 2x4 HF 2#2 2 COMPLETE TRUSSES REQU 1 RED 1 t : Webs 2x4 HF Std/Stud Nail Schedule:0.131"x3", min. nails :Lt Wedge 2x4 HF Std/Stud: Top Chord: 1 Row 012.00" o.c. Bot 1 Row O,Deflection meets L/360 live and L/240 total load. Creep increase factor WebsChord: 1 Row @ 3475o.c.c for dead load is 1.50. Use equal spacing between rows and stagger nails Special loads in each row to avoid splitting. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 120 mph wind, 21.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 68 plf at 0.00 to 68 plf at 6.92 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- From 68 plf at 6.92 to 68 plf at 13.92 DL=6.0 psf. BC- From 10 plf at 0.00 to 10 plf at 7.94 BC- From 20 plf at 7.94 to 20 plf at 13.92 Wind loads and reactions based on MWFRS. BC- 981.95 lb Conc. Load at 1.94, 3.94, 5.94 BC- 1992.27 lb Conc. Load at 7.94 4X5(R) III 11 A .5% IP 3X5 10 6-5-4 IIIIL 0-8-1 MI mi um I MI 0-7-4 ►• 18-2-10 e 3X5 III 5X7= 1.5X4 III '� 5X5(82) 3X5(61)_ c 3-6-0 >i.c 3'S'0 4( 3-5-0 >f.c 3-7-0 I- 6-11-0 ,I_ 7-0-0 -I f 13-11-0 Over 2 Supports >I R=3525 U=345 W=4.5" R=2562 U=302 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0. 1,' �FF OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 "WAW1fINGt-a READ AID PIMA ALL NDTES ON THIS DRAWING!el r S4j 825 N 4th Ave,Cornelius OR 97113 a'INpORTANT"• FURNISH THIS DRAWING TO ALL CO1IRACTORS INCLUDING THE INSTALLERS. 0�� -.GINE-At.`NFL. �y TC LL 25.0 PSF REF R7175- 92891 _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior7 TC DL 7.0 PSF DATE 03/30/1 7 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, r _ top chord shell have properly attached structural sheathing and bottom chord shall have a properly attachedr rigid ceiling. Locations shown for permanent lateral restraint of fabs shall have bracing installed Per BCSI ....... BC DL 10.0 PSF DRW CAUSR7175 17089064 ,4 J 1 sections 63, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above end on erl► - , l� the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. O 30/20' Alpine, a division of 11W Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY installation&bracing of trusses. wml TOT.LD. 42.0 PSF . AAeaneell pl this drawing or aovar page listing this drawing, Indlo♦tes.eoeptanos or professional engineering 0�V+n.zo,O9e� *_p SEAN— 238998 y solely for the design sherd. The suitability end use of this drawing for any etnKY re la the O • .*_141. 8331 RovanaClicle rwpwhelOHl lty of the Bel ldlrhp Designer per ANSI/ip) ,Sac.p. L D `M- DUR.FAC, 1.15 FROM I KE Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www,alpineitw.coe: TPI: www,tpinst.org:WTCAy.cnm: ICC. www.iccsafe.org wwo,sbcindustrSPACING 24.0" J REF- 1 VZJ 7 1 75205 g Pansies avon47 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - E) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Do not notch in overhang or heel panel. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= /14116\ I 3-11-4 1111111111111131 ___k___ 0-7-40-7-4 �— —�— 412-4-10 3X5(B2)(R) III 3X5(B2)(R) III L 1 , ,J lac 1 , ,J 4-0-0. 'I` 4-0-0 L— 4-0-0 —I_ 4-0-0 -1 1 8-0-0 Over Continuous Supportal R=114 PLF U=34 PLF W=8-0-0 RL=12/-12 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) •PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01, .e � a�F , F OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ""RARNIMGI" READ MID FOLLOW ALL MOTES ON MIS DRAIINBI r f N F "0 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ""I�RTMIT"" FURNISH MIS DRAWING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. CO 14G �� y REF R7175— 92892 Trussesrequire extreme care in fabricating, handling, shipping. installing ant,bracing. Refer to and tel 19576 the lat edition of BCS1 (Building Component Safety Information, by TPI and RICA) for safety practices prior7 TC DL 7.0 PSF DATE 03/30/1 7 to perf orming these functions. Installers shell provide temporary bracing per BCsI. Unless noted otherwise, P top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached 1 n rigid el l ing. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 17089065 „4116 IIla ,1 O�� sections B3. 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on �� '�/ L the Jaint petal In, unless n ted otherwise. Refer to drawings 160A-Z for standard plate positlans. AI Ina• a division of ITR Building Components Group Inc, shall not na 0 0/20 7 BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss In conformance with MBI/TPI 1.ror�for'handlinga,nsh shipping, OREGON Pram this OREGON AN rrWcoMpYWY installation&bracing or trusses. "g' /1 A aril en this drawing or cowl page listing this drawing, Indicates Ya ti Q TOT.LD. 42.0 PSF SEQN— 238967 ramperlmibll lty solely for the design whom. The eultebility aro use of of professional structure ent is t 9� ahs,20 ,t9� responsibility of the Building Designer per ANSI/TPI 1 See.2. ro "'y le O DUR.FAC. 1.15 FROM IKE 8351 Rovana Circle t D W Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: wew.alpineitw.caw: TPI: www,tpinst,org;ArCA: www,sbcindustry.coe, ICC: wrna.iccsafe,erg SPACING 24.0" J REF- 1 VZJ 7 1 75Z05 Ransu,e Ri41117117 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - El) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf, Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= APIII10 • 3-11-4 0-7-4 0-7-4 12-4-10 r 111 =� 3X5(B2)(R) III 3X5(82)(R) III 1 ' L 1 , I` 4-0-0 >Ic 4-0-0 L 4-0-0 J. 4-0-0 J 8-0-0 Over 2 Supports R=426 W=3.5" R=426 W=3.5" RL=86/-86 Design Crit: IRC2012/TPI-2007(STD) + �PROFPLT TYP. Wave FT/RT=2% 0% /4 0) 16.01.0# . ' FS S, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss ComponentsofOregon (503)357-2118 ewrIARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING! O0, t4Gl?4 'O TC LL 25.0 PSF REF R7175— 92893 825 N 49-1 Ave,Cornelius OR 97113 —iipo rmr" FURNISH THIS DRANO TO,w-CONTRACTORS INCLUDING THE INSTALLERS. + 2 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of SCSI (Building Component Safety Information, by Tand IITCA) for safety practices prior r PI TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installersseshall provide temporary bracing per SCSI. Unlessn noted otherwise, �e top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL Brigid ceiling, Locationsshownfor permanent lateral restraint of webs shall have bracing stalled per SCSI e� " 10.0 PSF DRW CAUSR7175 17089066 sections B3. B7 or B10, a applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawing=180A-Z for standard plate positions. 0 I/20 BC LL 0.0 PSF CA-ENG PBC/GWH Alpine, a division of ITw Building c 0r OREGON A ��1 �1g omponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with AMSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. '� TOT.LD. 42.0 PSF SEQN-n.20,1e N- 238964 WWI on MIs drwly or oisyer pati. listing this drw111p. indicates this ea..l proMslorol engineering t • e nmwonslbll ity solely fur the design shawl. TM eultebl l lty end use of Mls drawing for any etrooture la the 8351 RovanaCunle responsibility of the Building Designer per ANSI/TPI 1 Sec.z. ROL D w.�� OUR.FAC. 1 .15 FROM I KE Sacramento,CA 95828 For more information see this.tpi Job's general notesew. page st .cow;web sites: SPACING 24.0" JREF- 1VZJ7175Z05 ALPINE: wwv.alpinaitw,caw: TPI: www.tpinst.org; RICA:www,sbcirrdustry.com; ICC: www.,ccsafe,arg Renews&30!2017 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 15.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. The area above let-in studs designed to support 1-0-0 top chord See DINGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind outlookers. Cladding load shall not exceed 3.00 PSF. Top bracing requirements. chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed Deflection meets L/360 live and L/240 total load. Creep increase within 12" of notches. Do not notch in overhang or heel panel. factor for dead load is 1.50. + Laterally brace this member by attachment to nailer at edge of roof diaphram, or with purlins @ 24" oc. 1.5X4111 Right end vertical not exposed to wind pressure. 1.5X4111 d 3X7 i 1 il 6-4-13 10 � T2 7 10 1.5X4 III „ + 3X30 0-7-4 pc I N IAIIIIIIIIIIIIMIIIIIIIIIMMIIIIIIR J 12-4-10 1 1.5X4111 3x5111 3X5(B2)(R) III Fc 4-0-0 ATF 2-11-8 I— 6-11-8 _I F= 6-11-8 Over 2 Supports >1 R=410 U=21 W=3.5" R=349 U=221 RL=321/-63 Design Crit: IRC2012/TPI-2007(STD) PRpp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0, 4.' - FSs, OR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 -*WARNING!** READ AND FOLLOW NOTES ON THIS DIMING! „GIN N F '0 825 N 4th Ave,Cornelius OR 97113 --11mion-. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. U, N. F41 2 TC LL 25.0 PSF REF R7175— 92894 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 r TC DL 7.0 PSF DATE 03/30/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and BTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS1. Unless tanwise, �� 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 stalled par SCSI �� // BC DL 10.0 PSF DRW CAUSR7175 17089069 t• ections B3, Si or B10, as applicable. Apply plates to each face of truss and position as shorn above and on L�(�N the Joint Details, unless noted otherwise. Refer to drawings 1BOA-c for standard plate positions. 0 0/20 7 �=1 1JC LL 0.0 PSF CA—ENG PBC/GWH Alpine, a division of ITR Building g camps ants Group p Inc.Ingshall not responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/Tni 1, or for handling, shipping, /� AN ITW COMPANY installation&Bracing of trusses. G) �/ A...I an this drawing or cover peg. listing tide drawing. Indicates acceptance of professions!engineering 4 `+n,20 1ee0 TOT.LD. 42.0 PSF SEQN— 238969 reepoesibllity solely for the design ene�l. Tie suitability end we of this drawing for any etreeture Is the 83S 1 Ri,vana Circle reepwmlbl l Ity of the Building Designer per ANSI/TPI I Sec.2, -101.011V.0 DUR.FAC. 1 .15 FROM IKE saia.B�l!O,CA95Fi28 For mare information see ,tpinsjob's general notes page and these cab sites: - SPACING 24.0" JREF— 1VZJ7175Z05 ALPINE: www.alpineitw.con; TPI: wav,,tpinst.org: WrCA: www,sbcindustry.toe: ICC: www.iccsafe.org RenewB 813012017 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - E3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III A 10 6-4-13 0-7-4 �_ 'J 12-4-10 •a 1.5X4111 3X5(82)(R) III Inc 6-7-12 141 '< 6-11-8 Over 2 Supports >1 R=301 W=3.5" R=313 U=39 RL=99/-37 Design Crit: 1RC2012/TPI-2007(STD) PR PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.0. .,;' �FFSS, OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 .11ARNIVMtee READ AND FOLLOW ALL NOTES ON THIS DRAINING! i 825 N 4 h Ave,Cornelius OR 97113 ”ur°RTANT" FURNISH THIS LAMM TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4 I N F!� 0 TC LL 25,0 PSF T,_ ®, C9 y REF R7175- 92895 requireitextreme care In fabricating. Safety Information,orlatiiystaI l ind end brfolr,s, etyer ac actl fpriow 1 9575 TC DL 7.0 PSF DATE the latest ng t eson of SCSIrecti (Bulltllrg Ceern entSha Saprov porarby TPI and WTCA) for safety practices prior /r. 03/30/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unlessnnotetl otherwise, H — top chord shall have properly attached structural sheathing and bottom chord shall have apoperly attached BC DL 1 0.0 PSF rigid ce;ling. toned, a aappl far perm pant Lateral reeac Int of webs anal' hpoe tion as i atelied par BC51 61111W.-"'i DRW CAUSR7175 17089070 T� sections 83. B]or BtO, as applicable. Apply plata to each Pace of truss and poattion as shown above antl on o��{` 1 the mint Details. unless noted otherwise, Refer to drawings 160A-Z for standard plate positions. 0 1/20 BC LL 0.0 PSF CA-ENG PBC/GWH �=i I�' I �J Alpine, a division of 1T.Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping, /'� AN ITWCAMPYWY installation St bracing of trusses. va v TOT.LD. 42.0 PSF SEN- 238959 A...I on this droving or moor peg. I toting this dr..tno, Indicates.wept rep.of profr9 alomoI.ngln..rIng �„N I.20,i080 4,74•• SEQN- solely for the design shown. The suitability and,ae of this drawing for any structure is the pL D W t N DUR.FAC. 1 .15 FROM IKE A351 RLnanaCircle responsibility of the Building Designer per ANSI/TPI 1 Se.,z. Sacramento,CA 95828 For more information sac this job's general notes page and than.Web sites: SPACING 24.0" JREF- 1 VZJ 7 1 7 5205 ALPINE: www,alpineitw.com; TPI: www.tpinst.erg; WTCA: www,sbcinduatry.can; ICC: www.iccsafe.org fZa1.W.eso,2017 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 16.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 UI / A 10 6-4-13 3X5# ii 1-5I-11 V i4' J. .412-4-10 / 1.5X4 III 4X5 m 3"12 E 3"12 II 5-3-8 ,I al -5-11-0 Over 2 Supports - R=269 R=253 U=50 RL=85/-31 Design Crit: IRC2012/TPI-2007(STD) r PR• PLT TYP. Wave FT/RT=296(0'%)/4(0) 16.01 00 Truss Components of Oregon (503)357-2118 '*lWWINGI” READ AND FDLLDW ALL NOTES ON THIS DRAWING! IN' Fs�� OR/-/1/-/-/R/- Scale =,375"/Ft. 825 N 4th Ave,Cornets OR 97113 "! T "ISR THIS aw!rs To ALL INCLUDING THE INSTALLERS. �� 1G F'`� 9 TC LL 25.0 PSF REF R7175- 92896 _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 1.7�n TC DL 7.0 PSF DATE 03/30/17 the latest edition of BCSI (Building Component Safety Information. by TPI and INTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, F — top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached 'IP' gC DL 1 0.0 PSF rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI / DRW CAUSR7175 17089071 r I sections 83, B7 or 010, as applicable. Apply plates to each face of truss and position as shown above and on ■I F 1 1r-- ha Joint Datalls, unless naiad otherwise, Re Per to drawl.::,BOA_Z far standard gnats paaltian=, 0 30/20 7 BC LL 0.0 PSF CA-ENG PBC/GWH �1�_F! \vI ' I Alpine, a y failure of Ibu build th ng truss inecon Orman Inc. shall n t be Tor for ihan Tor any deviation froom this drawing, any failure to build the truss In conformance with A1/51/TPI t, or for handling, shipping, ^ OREGON AN(TW COMPANY Installation&bracing of trusses. Ve �/ TOT.LD. 42.0 PSF SEQN- 238962 . A seal en this droving or mdrawing,r pegs listing this drawing, Indicates aomptawoe of professional engineering 4.441.20.494a - m reepslbll lty solely for the design shown. The suitability and use of this drawing for any structure la ES. 8351 RnvaPSCircle resporsibi l Ity of the Building Designer per ANSI/TPI I S.t.2. OLW•D �� DUR.FAC. 1 .15 FROM I KE Sanrammto,CA95828 For more informationb see this Jos general notes Page and these web sites: SPACING 24.0" JREF- 1VZJ7175Z05 ALPINE: wwe.alpinaitw.com; TPI: www.tpinst.org; ARCA: www.sbcineustry.com; ICC, www.iccsafe.org Renews 613012017 (031 7221--FOUR D CONSTRUCTION CO. —GREENSWARD SOUTH LOT 11 -- TIGARD, OR — FG1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x4 HF Std/Stud This "Hip frame" may be placed on the hip plane of midwest style hip trusses to provide lateral bracing. See detail drawing HIPFRAME0109 for additional information. 4X5(**)4r 0 o a a U a o o i 15.62 6-7-1 6-7-5 0-0-4 40 2X4(D8R)' L- 5-0-12 —I— 14-10-12 `1 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) r PR, PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 . x• ( ) ( ) FSS OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 503 357-2118 e w '111 I** ! AND FOLLOW ALL NOTES ON THIS DRAWING! (lV po "'IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE nirouLr71S. 6.6) G O TC LL 25.0 PSF 825 N 4th Ave,eomellnB o 97 13 F+ 9 REF R7175- 92897 Trusses requireitextreme care in fabricating, handling, shipping,onInstalling and) fos. Refer to end follow -19575 TC DL 7.0 PSF DATE 03/30/17 the latest edition ion oP BCSI (Building Component Safety Information, by TPI and IFTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 1 0.0 PSF _ rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI , ./J DRW CAUSR7175 17089072 Ta sections 143, :::us 0 / BC LL 0.0 PSF CA-ENG PBC/GWH of ITN Building Compon®nts Grouplure to build the truss In conformance with ANS!/TP1 1, or for handling, shipping, /� OREGON G' IT AN W COMPANY installation&bracing of trusses. TOT.LD. 42.0 PSF SEQN- 238836 . A l on this drawing or cover page !liming this drawing, Indicates acceptance of profwaengineering gineering yR sail responsibility solely for the design h . The suitability ed we of this drawing for any structure la the 9 �•20,�9 8351 Rovaga tingle responsibility of to Building Weisner per ANS!/TP! 1 seb.2. • )L o w•YJe DUR.FAC. 1 .15 FROM IKE Sacramento,CA 95828 For mare information see this Job's general notes page and these web sites: SPACING 24.0" J REF- 1 VZJ 7 1 7 5205 ALPINE: www.alpineltw.coel TPI: www.tpinst.org: RICA: ewe sbci ndustry.cenl ICC, wee.iccsefe.org _ jTaSaWs 6130'2017 (0317221--FOUR D CONSTRUCTION CO. —GREENSWARD SOUTH LOT 11 -- TIGARD, OR — FG2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip frame" may be placed on the hip plane of midwest style hip trusses to provide lateral bracing. See detail drawing HIPFRAME0109 for additional information. 3X5= —ill15.62 I la 15.62 11111i 7-2-10 All 0-0-4 O 1 Ia.O 0-0-4 r 2X4(D8R)i 2X4(D8R) I- 5-6-6 ,I, 5-6-6 J Note: All Plates Are 1.5X4 Except As Shown, Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0, 13'11 ��t�..9OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 503 357-2118 •' I I NG I•• READ AMD FOLLOW ALL NOTES ON THIS NUMMI C7 I N `Q/ po ••IMPORTANT•• FURNISH THIS DRAWING m ALL cgrrRAcralLs INcwDIxB THE 116TALLERS. z. aG Z- �y TC LL 25.0 PSF R7175- 92898 825 N 4th Ave,Cornelms O 97113 REF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ' 19575 '9 the latest edition of BCSI (Building Component Safety Information, by TPI and NFCA) for safety practices prior Z. TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, \ r top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached BC DL 1 0.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI ! DRW CAUSR7175 17089073 TO actions B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on �� / `�1_ ,[PO [l N I the Joint Details, unless noted otherwise. Refer to drawings 180A_Z for standard plate positions. O o/20 BC LL 0.0 PSF CA-ENG PBC/GWH /.'•// =i7 J ' \VI Alpine, a division of 171Y 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, /� OREGON AN fTW COMPANY Installation b bracing of trusses. e.t TOT.LD. 42.0 PSF SEQN- 238834 A seal on this arswing or doer paps listing this droving, mend i sat this d .l prbfeeany ei met.e' IC t •Q.20,190 reeponsibllity solely for the design sham, The suitability end use of this dreamy Nor any structure Is the �j - E351 RovanaCunle resporsslbl l Ity earths.Building Designer per ANSI/1121 1 sees. 0�D •�`� DUR.FAC. 1 .15 FROM i KE Sacramento,CA95R?8 For more information TP1 see this job's general www. page art,these wen alien: SPACING 24.0" JREF- 1VZJ7175Z05 ALPINE: www.alp'neltw.cam; TPI: www.tpinst,org; IBCA: wew.sbcintlustry.com; ICC' wrw.iccsaPe,org Panama SION'M•7 _ (0317221——FOUR D CONSTRUCTION CO, —GREENSWARD SOUTH LOT 11 -- TIGARD, OR — FG3) THIS DWG PREPARED FR061 COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Deflection meets L/360 live and L/240 total load. Creep increase Bot chord 2x4 HF #2 factor for dead load is 1.50. Webs 2x4 HF Std/Stud :M3, M4, M5 2x4 HF #2: 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. 4X5= I\ /4 15.62 r—dill —1 15.62 9-3-0 11111 0-0-4 .... a . i ..i,„...AdII5Il ii 0-0-4 i 2X4 D8')., 2 4('8R L 7-1-2 _I— 7-1-2 ,) R=2 PLF W=14-2-9 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.04133' 4-tc0OR/—/1/—/—/R/— Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 ••WARM RNI H• READ AND FOLLOW ALL NOTES RA By THIS INCLUDING DRAWING/ a S' TC LL 25,0 PSF REF R7175- 825 N 4th Ave,Cornelius OR 97113 '•IIPDRTANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDINg Tiff INSTALLERS. G�� G I N.. 92899 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior �' TC DL 7.0 PSF DATE 03/30/1 7 to performing these functions. Installers shall provide temporary bracing per BC51. 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 neve bracing installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 17089074 i sections 63, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and o 4i "~.i /.�.F- 33 I I "A7,7"—.°7:1.7,7,%=7.7.:77' Refer to 7—":::::::1.:':.:77:',.°,:7.::=7::;.. n O 020 BC LL 0.0 PSF ///�----111e I `V' le---ii anyfailure bunents orman with orfor pping, from this OREGON CA—ENG PBC/GWH drawing, failure to build the truss in conformance with AILS 1/TPI 1, or for handling, shipping, AN Irweonnwwv installation bracing of trusses. a Q" TOT,LD. 42.0 PSF SEQN— 238832 Ansel on this drawing or cover pays listing this drawing, indicates aeeeptenee of professional engineering T . Min.20,19g responsibility solely for the design shawl. The sultablIity and use of this drawing for any structure Is the O 8351 RUTBRBCIICte r epenslbl I ity or the Building Designer per A161/TPI 1 see.2. C D W.N DUR.FAC, 1 .15 FROM I KE SBcrmniato,CA 95828 For more Information see this job's general notes page and these web sites: SPACING NG ALPINE: wew.alp neitw,cae; TPI: wme.tpinst.org; LICA: wwe,sbcindustry.com; ICC: emw.lcceafe,org 24.0" J REF— 1 VZJ 7 1 7 5205 Ro m,rs al.nl9n17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - FG4) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :M3, M4, M5 2x4 HF #2: This "Hip frame" may be placed on the hip plane of midwest style hip trusses to provide lateral bracing. See detail drawing HIPFRAME0109 for additional information. 3X5RE T 41 15.62 15.62 7 , 11111111111 -I13-9-11 4X5// ii A 15.62 0-0-4 ,i 111112X4(D8R)O 3X51% 6-11-9 10-7-2 _I_3-3-5 6-10-14 T 6-11-9 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 0% /4 0 16.01. 0. a AFF ( ) ( ) `.i4 _ OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 weWARNINGIme READ AND FOLLOW ALL NOTES ON THIS DRAWING! ^ REF R717 825 N 4th Ave,Cornelius OR 97113 maHPORTANT`r FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE HISTALLBRS. �� v N e" . 0„ /Oy TC LL 25.0 PSF 5- 92900 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow TC DL 7.0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 19575 DATE 03/30/1 7 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, P' T top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,�/ BC DL 1 0,0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall neva bracing Installed per ecsl DRW CAUSR7175 17089075 III sections B3. B7 or BIO, a applicable. Apply plates to each face of truss and position as shown above and on w., maw /.-,Ol� I the faint Datai is. unlasssrwted otherwise. Refer to drawi,�e,.Go_Z far standard P,ata p�a,t,an=. 0 30/20- BC LL 0.0 PSF CA-ENG PBC/GWH /L—RN J--� ' \VI Alpine, a division of 17w Building Components Group Inc. shall n t ba:.---sibie for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI I, or for handling, shipping, OREGON AN ITWCOMPANV installation&bracing of trusses. TOT.LD. 42.0 PSF SEQN- 238862 . A eeml en this drawing or weer pogo listing able drawing, lndllate..oeepteno.of professla ie inrt $ �Qm responsibility solely for the deign ehoan. The suitability and use of bile drawing for any structure la n9,Q the 8A •20,19� 8351 Mama Circle rwponelbllity of the eat Idlnp Designer pier per ANSI/TPI ,See.2. OLD `�•0 OUR.FAC. 1 .15 FROM I KE Sacramento,CA 95828 For more Information see this general notes page and these web site. •• SPACING 24,0" J REF- 1 VZJ 7 1 75205 ALPINE: www.alpina{tw.cae; TPI: www.tpinstst,org; NBCA: www,sbcindustry.can; ICC: wwwiccsafe.org Raneeat BLgD(?M2 (0317221--FOUR D CONSTRUCTION CO, -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - G) THIS DWG PREPARED FROM CONFUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 Webs 2x4 HF Std/Stud (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 68 plf at -1.00 to 68 plf at 3.94 120 mph wind, 20.05 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- From 34 plf at 3.94 to 34 plf at 7.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2bldg, wind BC BC- From 68 plf at 1.00 to 68 plf at 12.00.00 to 5 plf at 0.00 DL=6.0 psf. psf, BC- From 5 plf at -1 BC- From 10 plf at 0.00 to 10 plf at 11.00 BC- From 5 plf at 11.00 to 5 plf at 12.00 Wind loads and reactions based on MWFRS. TC- 46.50 lb Conc. Load at 3.89, 7.11 0 In lieu of structural panels use purlins to brace all flat TC @ 24" OC, BC- 161.711b lbConcConc.Load Loadaat t 24 00,96.00, 7.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5, factor for dead load is 1.50. 4X5- 4X5= 10 10 3-10-10 11,1 0-7-4 PM _J__ -1--- ill0-7-4 -. 1.5X4111 :54i 18-2-10 3X5= 3X5(81 3X (61 EE i< 1r � L1 2>J FC 3-11-4 3-1-8 'I< 3-11-4 11 (r 3-11-4 ,1_ 3-1-8 ,I_ 3-11-4 ,) F 11-0-0 Over 2 Supports >I R=804 U=97 W=5.5" R=819 U=100 W=5.5" Design Crit: IRC2012/TPI-2007(STD) Ep PROF PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.r..� FS TmssComponents ofOregon (503)357-2118 •*WARNING I•• READ AND FOLLOW ALL FETES ON THIS DRAWING! OR/-/1/-/-/R/- Scale 1 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••IW'ONTA NF•• FURNISH THIS DRAWING TO ALL 0�9 ��'I F�`i C!y TC LL 25.0 PSF INCLUDING bra Refer. REF R7175- 92901 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to end follow 1 9575 the latest edition of SCSI (Building Component Safety Information, by TPI and WIGS) for safetyt l TC DL /� to performing these functions. Installers shalltedco her prior 7.0 PSF DATE 03/30/1 7 top chord shall have properly attached structuralsheathing and aro bottom chord per all a Unlessproperly otherwise, rigid ceiling. Locationhown for fwebs hall have attachRC ` fa sections B3, B7 or010, as permanent lateral restraint of te shall have bracing installed per RCS! (-. ��, BC DL 10.0 PSF DRW CAU$R7175 17088076 � J I 1applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. 0 0/20 / f=i -,LIQ N Ir-1 Alpine, a division of 11W Building Components Group Inc. shall Oct be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, /� AN ITWCOMPANY installation&bracing of trusses. V, ..a1 ., enl.frwing Sr oevar pap.I I.tlll5 this dre*l p, I dla tea eaaptanoe a?prolwlgal enpin..rllq i "en.20,19e0 TOT.LD. 42.0 PSF SEQN- 238941 r inial:blllty•slaty fior the deelgn then, The r.ltablllty and awe at this dre.ieg for amgr etreeture ie tI e _ 8351Rovmla('irole responsibility oftem Building B.wlgn.rp.rANSI/TPI ls.o.z, OLDyy. DUR.FAC. 1 .15 FROM IKE Sacramento,CA 95828 For more information see this Job's general notes ALPINE: wwv,alpinelinfore; TPI: www page and[base web ales: SPACING .tpinst.arg; RICA, www.sbcindastry.cam; ICC: .iccsefe.org RenewB 6sazo» 24.0" JREF- 1 VZJ 7 1 75Z05 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.70 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III r1 ( 10 AI 5-2-4 0-7-4 0-7-4 —� �— 418-2-10 iX4111 3X5(B2)(R) III 3X5(B2)(R) III I.` 5-6-0 + 5-6-0 H I- 5-6-0 _I-- 5-6-0 J 11-0-0 Over 2 Supports R=562 U=23 W=5.5" R=482 0=11 RL=93/-102 Design Crit: IRC2012/TPI-2007(STD) O PRO PLT TYP. Wave FT/RT=2% 0% /4 0 16.01..#.,5 - FFS ( ) ( ) - S,� OR/-/1/-/-/R/- Scale =.5"/Ft. Truss ComponentsofOregon (503)357-2118 ** IN+lae READ AND FOLLOW,ALL NDTES ON THIS DIMMING! �� t4Glive %I TC LL 25.0 PSF 825 N 4Ave,Cornelius OR 97113 ...IMPORTANT*. FURNISH TMIs MINDING To ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 92902 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of Bell (Building Component Safety Information, by TPI and STCA) for safety practices priorr , TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, f top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ailing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI /�► ^'' BC DL 10.0 PSF DRW CAUSR7175 17089077 l. 1 O�� T! sections 03. 87 Sr B'10, as applicable. Apply plates to each face of truss and position as shown above and on — A 11 L the Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions, O 0/20 7 BC LL Alpine, a division of Ile Building Components sr OREGON 0.0 PSF CA-ENG PBC/GWH i drawlman Inc. shall not be responsible for any deviation from this ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN rt'WCOMPYWY installation&bracing of trusses. TOT.LD. 42.0 PSF A suel en this drawing or fever pegs listing this erasing, Indicates seeeptsnes ef professional engineering 9,Q 14/.29,ie.' �responsibilityP SEQN- 238939 responsibility solely for the design sheen. The ee heel I lty end ass of this droving for .trmat,re is she QLD W DUR.FAC. 1.15 FROM I KE 8351 Rovana Circle responsibility or the Building Designer par ANSI/Tel 1 See.2. Swan-lento,CA 95828 For more Information see this job's general notes page and these web sites: SPACING ALPINE: eea.alpineitw,com; TPI: www.tpinst,arg;RICA: wae,sbcindustry,com; ICC: www.lccsafe.org Renews&3012017 24.0" J REF- 1 VZJ 7 1 7 5205 I (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - G2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Bot chord 2x4 DF-L #2 2 COMPLETE TRUSSES REQU 1 RED l t i Bot chord 2x6 DF-L SS Webs 2x4 DF-L Std/Stud :W3 2x4 DF-L #2: Nail Schedule:0.131"x3", min. nails :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Top Chord: 1 Row 012.00" o.c. Bot Chord: 2 Rows 0 3.00" o.c. (Each Row) Special loads Webs : 1 Row 0 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 68 plf at 0.00 to 68 plf at 11.06 in each row to avoid splitting. TC- From 34 plf at 11.06 to 34 plf at 13.01 4" o.c. spacing of nails perpendicular and parallel to TC- From 68 plf at 13.01 to 68 plf at 16.50 grain required in area over bearings greater than 4" BC- From 20 plf at 0.00 to 20 plf at 2.50 BC- From 10 plf at 2.50 to 10 plf at 16.50 120 mph wind, 21.11 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 53.48 lb Conc. Load at 13.05 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4,2 psf, wind BC DL=6.0 BC- 2331.00 lb Conc. Load at 0.50 psf. BC- 1935.29 lb Conc. Load at 2.50 BC- 1466.72 lb Conc. Load at 4.50, 6.50, 8.50,10.50 In lieu of structural panels use purlins to brace all flat TC a 24" OC. BC- 665.58 lb Conc. Load at 11.06 BC- 1607.35 lb Conc. Load at 12.50 Deflection meets L/360 live and L/240 total load. Creep increase factor BC- 1530.96 lb Conc. Load at 14.50 4X8(R) M for dead load is 1.50. Wind loads and reactions based on MWFRS. 110liiiiio 'i"0 3X5% 5X7(SRS)(R) /// 1.5X4 III H0508= millr 5-2-4 10 10 ____L_ � MI III ■' ' � � = 0-7-4 0-7-4 4 0M2.4 18-2-10 3X51118)(800 6X8- 3X7 ID �: 6X6(68')= 6X6 B8R as 2-10-0 2.1a 2-8-0 2-0-2 J_ 2-9-0 2-9-0 ' 3-5-14 2-10-0 2-8-0 I 4-9-2 2-9-0 3-5-14 L 5-6-0 _I_ 2-0-2 5-6-0 ,I_ 3-5-14 J lc 16-6-0 Over 2 Supports R=8575 U=567 W=5.5" R=6665 U=453 W=5.5" Design Crit: IRC2012/TPI-2007(STD) - D PROpF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01 .0• .+'ir t9 OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon (503)357-2118 "WARNINGI" READ AND Foca AL1.NOTES ON nils DRAWING! �5 0011//e . �O TC LL 25.0 PSF REF R7175- 92903 825 N 4111 Aye,Cornelius OR 97113 wwI1PORTANrw+ FURNISH THIS DRAWING TO ALL CONTRACTORS INCumING TME INSTALLERS. 0 � y Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior + r I TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary 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 SCSI .%,, BC DL 10.0 PSF DRW CAUSR7175 17089078 sections 03. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and o4. I ' the Joint Details. unless noted otherwise. Refer to drawings 160A_2 for standard plate positions, o 1/20 BC LL 0.0 PSF CA-ENG PBC/GWH Alpine, a division of ITN Building Components GroupOREGON ,4 N on Inc shall not be r orfor ole for any deviationatfrom this drawing, any failure to build the truss In conformance with ANSI/TPI 1, for handling, shipping, AN ITW COMPANY installation s<bracing of trusses. �ihTOT.LD. 42.0 PSF SEQN- 238996 • A opal on this drawing or ewer page listing this drawing, Indicates eq eptanom of professional engineering 9A 20,19 �Q" respenslbllity solely far the design shawl, The suitability and use of this drawing for any etrueeur.is cis 0 �► DUR.FAC. 1 .15 FROM IKE 8351RocanaCSrcle rwepensibllity of the Building Dralgrrr per ANSI/TPI I Sec.2. C O W+ Sacramento,CA 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" JREF- 1VZJ7175Z05 ALPINE: wem,alpineltw.ccm; TPI: waw.tpinst.arg; MICA: wwe.sbcindustry,com; ICC. www.iccsafe,org Renew®&342017 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - H) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L #2 :B2 2x6 DF-L SS: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: TC- From 68 plf at 0.00 to 68 plf at 5.94 :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: TC- From 34 plf at 5.94 to 34 plf at 20.31 IC- From 68 plf at 20.31 to 68 plf at 26.25 120 mph wind, 21.30 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 10 plf at 0.00 to 10 plf at 26.25 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- 200.10 lb Conc. Load at 5.89,20.36 DL=6.0 psf. BC- 106.98 lb Conc. Load at 2.00,24.25 BC- 109.50 lb Conc. Load at 4.00,22.25 Wind loads and reactions based on MWFRS. BC- 253.40 lb Conc. Load at 6.00, 8.00,10.00,12.00 16.25,18.25,20.25 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. BC- 506.79 lb Conc. Load at 14.13 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X5 se 1.5X4 III 5X56 10 wzossk 1O 5-6-10 W4 in CIIgl 3X5 III 4X5= 6X8= B2 4X5 Ill 5X7(BBR) T 5X7(B8R)sa I: 5-11-4 >Ie 7-2-4 2.I` 7-2-4 >I< 5-11-4 L' 5-11-4 14-4-8 —I— 5-11-4 J E26-3-0 Over 2 Supports R=2331 11=359 W=5.5" R=2346 U=362 Design Crit: IRC2012/TPI-2007(STD) PRO PLT TYP. Wave FT/RT=2% O% /4 0 16.01.0,' .+'� F ( ) ( ) - FSs, OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 '° #W4INGI"" READ MD Folia ALL MTES oN nos DRAWING. REF R7175— 92904 825 N 4th Ave,Cornelius OR 97113 "Iw°m'A"T•• FURNISH THIS DRAWING TO ALL covaRAciaRE INCLUDING THE INSTALLERS. c? �G I NF�+ 'Oy TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow N- 19575 the latest edition of BCS! (Building Component Safety Information, by TPI and RICA) forsafety practices prior I �1 TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 1 0.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI (_:r DRW CAUSR7175 17089079 n sections B3. B7 or 010, as applicable. Applyplates to each face of truss and I I position as shown above and on 0.%., 0/20 � �� the joint Detl is, unless noted Otherwise, Refer to dravings 1605-Z for standard plate positions. BC LL A —,..R N 1 1 dAlpina. a d;::. aP ITR Dai ld;,:Cempanant,:roup inc. =hail net ba re=paneibla far any davlation from thea OREGON 0.0 PSF CA-ENG PBC/GWH drawing, any failureurto build the truss in conformance with ANSI/TPI 1, or for handling, shipping, /� AN ITWCOMPANY instal lotion&bracing of trusses. Ma,� 0 TOT.LD. 42.0 PSF SE N— A swl en MIs drwing or eeowr pegs listing this grwing, Indleates sometime*of profesalw.l engln.oring 744 V.N.20,19# (it Q 238865 responsibility solely for the deelgn sheen, The Suitability and use of this drawing for any structure Is the OL 0 W" DUR.FAC. 1 .15 FROM IKE 8351 Rrnana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information sae this job's general rotes page and these web sites: ALPINE: sunt elpineitw.com; TPI: www.tpinst.org;RICA: mee.sbc industry cue; ICC. www.lccsafe.arg SPACING 24.0"O" Renews 613012017 JREF- 1VZJ7175Z05 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x6 HF #2: Wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live designoads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III I 10 6-7-4 0-9-4 �%� It m, 9-1-2 1.5X4 III 3X10(G7) III 6-8-4 '1_12 I< 7-0-0 Over 2 Supports ---,- R=380 >R=380 W=5.5" R=311 U=37 RL=109/-55 Design Crit: IRC2012/TPI-2007(STD) , O PRO PLT TYP. Wave FT/RT=246(096)/4(0) 16.01 .0. S . FFS' OR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 •'WARNING I ww READ AND MUM nu_NOTES ON TRIS DRAWING! G I`rkk. 825 N 4th Ave,Cornelius 012 97113 "I rmr.• rums!TMIS awl«G ro ALL CONTRACTORS mamma NE INSTALLERS. (� !� 41 .L TC LL 25.0 PSF REF R7175— 92905 Trusses require extreme re in fabricating, handling. shipping, installing and bracing. Refer to and follow 1 9575 17 the latest edition f SCSI care Component Safety Information, by TPI and RICA) for safety practices prior Sp TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, ir _ 01111164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shpwn far permanent lateral restraint of webs shall have bracing Installed per SCSI 1,/► BC DL 10.0 PSF ��- ` 1f sections 83. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and a DRW CAUSR7175 17089080 ■Il [OJ— i the Joint Dote:ls, unless noted atherwi se. Refer to tlrewln 160A- n EG 7 H N g� Z for standard plata poaltlana. BC LL 0.0 PSF I 1 Alpine, a tlivision of ITM 8ullding Components Group Inc. shell not be respornsible for any deviation fron this OREGON CA—ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN frWCOMPANV Installation&bracing of trusses. Ven. 00 v TOT.LD. 42.0 PSF A meal an this drawing.r cover peg.listing this droving, Indicates.aCeptxiw of prafwiarel engineering w94) zoo+a �'r SEQN— 238971 reeponalblllty solely far the da.lgn sheen. The suitability and use or this drawing far any structure I.tie asst xovaeaaitle r•.PenaIbl I ley of the Building N..toner per MISI/TPI I S.a.z. OiLD W•N DUR.FAC, 1.15 FROM I KE Sacrmnento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www,alp neltw.cam; TPI. www,tpinst,org: RICA: www,sbcindustry.com; ICC: www.,ccsefe,org R.noW$eBCY2017 SPACING 24.0" J REF— 1 VZJ 7 1 7 5Z05 (0317221——FOUR D CONSTRUCTION CO. —GREENSWARD SOUTH LOT 11 -- TIGARD, OR — J1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x6 HF #2: d Bottom chord checked for 10.00 psf non-concurrent bottom chord live designoads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III A 10 5-4-4 0-9-4 d�d —L_ m ►_,. J _49-1-2 / 1.5X4 III 3X7(G1) III 5-2-4r-i 5-6-0 Over 2 Supports R=315 W=5.5" R=243 U=30 RL=89/-47 Design Crit: IRC2012/TPI-2007(STD) , p PRO PLT TYP. Wave FT/RT=296(096)/4(0) 16.01... % . a; FFd' OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNING1 we READ Acro MUM ALL WOES or-nos DIMING! TC LL 825 N 4th Ave,Cornelius OR 97113 ..I1W NIANre FURNISH THIS DRAWING TO ALL DonIRACTONS INCLUDING TIE INSTALLERS. C9 �� F-r Z 25.0 PSF REF R7175- 92906 Trusses require extrema c re in fabricating, handling, shipping, installing and bracing. Refer to and follow - 19575 the latest edition of SCSI (Building Component Safety Information, by TP1 and WTCA) for safety practices prior � ngr TC DL 7.0 PSF DATE 03/30/17 to performing atorming these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, I 1 oldibk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations show„far permanent lateral restraint of webs shall have bracing installed per BCSI 41111. '''..' BC DL 10.0 PSF DRW CAUSR7175 17089081 �1 O` 1 sections 03, 87 or 010, as applicable. Apply plates to each face of truss and position as shown above and on LJ 1 the Joint Details, unless noted otherwise. Refer to drawings standard 60A_Z for staard plate positions. 0 0/20 CI Alpine, a division of ITN Building Components Groep Inc. shall not be responsible far any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN IT"WCOMPANY installation bracing of trusses. lib"-11.20,i910_62 TOT.LD. 42.0 PSF SEQN- 238851 A east on this drawing Sr ower peps listing this drawing, Indicates acceptance or pr.feriSneI elglnel.ring responsibility solely for the design sheen. The suitability and use of this drwirg for any structure Ma OLD W a ' DUR,FAC, 1 .15 FROM I KE &'i51RmanaCircle responsibility of Ch.Building Designer par ANSI/TP1 1 S.c.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www.alpineltw.com; TPI: www.tpinst.org; MICA:www,sbcindustry.com: ICC: www.iccsafe.org Renews&3&2017 SPACING 24.0" J REF- 1 VZJ 7 1 75Z05 I (031 7221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - X) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.88 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 10 1.5x4111 5-6-10 0-7-4 18-2-10 i 1.5X4111 3X5(62)(R) III LE1 'J 5-9-8 -7j-z -4E----5-11-4 Over 2 Supports R=344 W=5.5" R=253 U=54 RL=122/-50 Design Crit: IRC2012/TPI-2007(STD) ,EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0,0 5 ''''Oft OR/—/1/—/—/R/— Scale =.375"/Ft. NA1M1 Truss Components of Oregon (503)357-2118 eeING1•• READ AND FOLLOW ALL NOTES ON THIS DRAWING, Ali �� 't'.4 Q 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT*. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INWOMJ.ERS. h.. 4/ 2 TC LL 25.0 PSF REF R7175— 92907 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow • 19575 C DATE 03/30/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and%FCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. �, T DL 7.0 PSF top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restrain[of webs shall have bracing Installed per BC31 " 'i BC DL 10.0 PSF DRW CAUSR7175 17089082 Thl_PON E the 8D ar or oto, as applicable. Apply Plates dr each face f frame and rdpl position e positions.Oman above and on 0 0/20 J the Joint Details, unless noted otherwise. "afar to drawings 160A-Z for standard place pwalt:ans. BC LL Alpine, a division of ITN Building Companes group inc. shall not be responsible for de„ietion from this OREGON 0.0 PSF CA—ENG PBC/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for herwRing, shipping, _ AN rTWCOMPANY Installation a bracing of trusses. .9R t-+� 20 �ssm �`r TOT.LD. 42.0 PSF SEAN— 238827 . A seal on this growing or cover pegs listing this droving, indicates acceptance of professional engineering responsibility solely Tor the design sham. The suitability end use of this droning for any etn,cture Is the OL W N DUR.FAC. 1 .1 5 FROM I KE 8351 Rovana Cilie reepanmlbillty of the Building Dealgnsr per ANSI/Tel 1 Sec.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: JREF— 1VZJ7175Z05 ALPINE: www.alpineitw.cam; TPI:www.tpinst.arg; NTCA: www.sbcindustry.com; ICC, www.lccsafe.org Renews 8/18012017 SPACING 24.0" (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - X1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W1 2x4 DF-L Std/Stud: TC- From 68 plf at 0.00 to 68 plf at 5.94 BC- From 10 plf at 0.00 to 10 plf at 5.94 120 mph wind, 21.30 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 135.96 lb Conc. Load at 2.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 2345.53 lb Conc. Load at 4.00 DL=6.0 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 HI ii l • 5X10i 10 5-6-10 I. I 0-7-4 , �J18-2-10 1 H0312 III 3X7(R) III 3X5(81) 1"12 3-8-4 2-3-0 I< 5-11-4 Over 2 Supports R=1114 U=138 W=5.5" R=1832 1J=266 Design Crit: IRC2012/TPI-2007(STD) 0'0 PRoFF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.10 g t."/Pll . -, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 °' ING!" READ AIR FOLLOW ALL MOTES ON THIS DRAWING! lia 9 908 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH THIS DRAWING To"��coNlWAcrD1�INCLUDING TNl INSTALLERS. 1957546 TC LL 25.0 PSF REF R7175- 2 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow P the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 0' TC DL 7.0 0 PSF DATE 03/30/17 to performing these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, — top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached '. BC DL rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI4111' 10.0 PSF DRW CAUSR7175 17089083 Tesections B3, B7 or BIG, as applicable. Applyplates to each face of truss and0 0/20 i Pposition as shown above and on / 1 I�� the Joint Details, unless noted otherwise. Refer to drawings 1SOAo-Z for standard plate positions. I`-Ifu, Alpine a division of ITN Buiidi ng Components Group Inn, shall n t be reepo„a,h,e for any deviation frnm this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN A W COMRANY installation a bracing of trusses. 4/ "an.20,19 TOT.LD. 42.0 PSF SEQN- 238868 . A owl on tills drawing or cover pogo listing this drawing. Indicates seosptones of profswlons,engineering R�� «N� responsibility solely for the design shoat. The suitability and use of this drawing for any etnueture is the OUR.FAC. 1 .15 FROM I KE 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Ses.2. savmRsnlo,CA95828 For more information see this Jobs general notes pope and these web setae: Renews 9!3012017 SPACING 24.0" JREF- 1 VZJ7175Z05 ALPINE: wwv.alpineitw.cue; TPI: www,tpinst,org; WTCA: nonw,sbciouustry.cam; ICC: www.lccsafe.org (0317221--FOUR D CONSTRUCTION CO. —GREENSWARD SOUTH LOT 11 -- TIGARD, OR — X2) THIS DWG PREPARED rR0A1 COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.05 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 Ill I d 10 I 3-10-10 0-7-4 / ■ —� �= Iii 18-2-10 ' 1.5X4 III 3X5(82)(R) III 1< 1 ' Fc 3-9-82 F-3-11-4 Over 2 Supports H R=259 W=5.5" RL=85/-40 R=162 U=33 Design Crit: IRC2012/TPI-2007(STD) ygX)PROF& PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.0. r `SS L� i� OR/-/1/-/-/R/- Scale =.5"/Ft. - Truss Components of Oregon (503)357-2118 "WARNING!" READ AND Foca ALL NOTES a THIS DRMINGI O� 2 TC LL 825 N 4th i Ave,Cornelius OR 97113 ""IMPORTANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. • 19675 �� 25.0 PSF REF R7175- 92909 _ Trusses require extreme care In fabricating, handling, shipping, installing end bracing. Refer to and follow , lir the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior TC DL 7.0 PSF DATE 03/30/17 to performing these roostions, Installersshallprovide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheath leg and bottom chord shall have a properly attached /� ra rigid ceiling. Locations shown for permanent lateral restraint of webs shall neve bracing installed per Bcsl BC DL 10.0 PSF DRW CAUSR7 1 75 1 7089084 ,4��0��N 1� sections 83. 87 or 016, es applicable. Apply plates to each face o f truss and position as shown above and on 0 0/20 I the Joint Details, unless noted otM1erwise. Ra Per to drawings 160A_Z for siardartl plate poli ti ms. Alpine, a tlivieion of ITR Building eempanenta Dreup Inc. shall n t ba responsible for any de„latian From this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal 1st ion&bracing of trusses. 14,'en.20,194b ,rdi'" TOT.LD. 42.0 PSF SEAN- 238857 wool l en this drawing Cl'eov /Wowing,r paps listing this aring, indicates acceptance of professional engineering m respelbi l lty solely for the deeig n sheen. The suitability and use of this tlrwlnp for any structure la the O C D IA,.N DUR.FAC. 1 .15 FROM 1 KE 8351 Rovana Circle raeporelel l Icy of the Building Designer per ANSI/TPI 1 See.z. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: Renews pZ017 D76SPACING 24.0" ALPINE: wwa.alpineitw.cam; TVI: www.tpinst.org; RICA: www.sbcindustry.com: ICC: www.hccsafe,org J REF- 1 VZJ 7 1 7 5205 I (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - X3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 19.86 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III • Allit'72.7-iii 3-6-2 0-7-4 _418-2-10 III 3X5(B2)(R) III 3-4-2 )71 2 F3F3-5-14 -5-14 Over 2 Supports R=241 W=5.5" RL=77/-38 R=141 U=29 Design Crit: IRC2012/TPI-2007(STD) _ O PROF PLT TYP. Wave FT/RTo2%(0%)/4(0) 16.01.i. ,v • FSS, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOre on (503)357-2118 eve lINGI*. READ AND FOLLOW Ali NOTES ON 11115 DRAWING! �5 INF iO 825 N 4th i Ave,Cornelius s OR 97113 ""IIPoRTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING INSTALLERS. (� !>,G F� 14, TC LL 25.0 PSF REF R7175— 92910 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 — the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior - TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shalltuprovide temporary bracing per SCSI. Unless noted otherwise, ' �1 top chord shallhave properly attached structural sheathing and bottom chord snail have a properly attached BC DL 1 0.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of cabs shall have bracing installed per Bcsl /s �j DRW CAUSR7175 17089085 isecctions B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o A- '-'� I i the Joint Details, unless noted otherwise. Refer to drawings 1BOA-1 for standard plate positions, ��20 BC LL -I� _N [� drawing, a division of JIB Building Components group Inc. shall not be responsible for any deviation from this OREGON 0.0 PSF CA—ENG PBC/GWH wing, any failure to build the 61 AN ITW COMPANY instruss In conformance with ANSI/TPI 1, or for handling, shipping, installation&bracing of trusses. 0 TOT.LD. 42.0 PSF SEAN- 238945 . A vel on this drawing or cover peps listing this awing, indicates acceptance of professional engineering 7� B.20,1eem reeponslblllty solely for the design shorn. The suitability and use of this drawing for any structure Is Sb. `/(.a 8351 xrnana cucle respanslblilty of the Building Daelgner per ANSI/TPI 1 See.2. OL W"1�1 DUR.FAC. 1 .15 1 FROM IKE Sacramento,CA 95828 For more Information see this job's general notes page and these web sites: ALPINE: www,alpineitw.com; TPI: wew.tpinst.org: RICA:wwe.sbcindustry.com; ICC: www.iccsafe.org Renews 613012017 SPACING 24.0" J REF- 1 VZJ 7 1 7 5205 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - X4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 68 plf at 0.00 to 68 plf at 3.49 BC- From 10 plf at 0.00 to 10 plf at 3.49 120 mph wind, 20.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 481.60 lb Conc. Load at 1.00, 3.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III Al3-6-2 0-7-4 �� J 18-2-10 inoll 1.5X4 III 2X4 B1) 3-4-22 711 f<3-5-14 Over 2 Supports R=571 U=29 W=5.5" R=666 U=30 Design Crit: IRC2012/TPI-2007(STD) _ O PROF PLT TYP, Wave FT/RT=296(096)/4(0) 16.01..• .''Y FSs, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components4thAve, of Comeegon 503)157-2118 as FURNISH• HIS AND NSLTO ALL NOTES ON TRIS minuINCLUDING G�5 �G l N 'O TC LL 25.0 PSF REF R7175- 92911 825 N 4th Av,Cornelius OR 97113 ""Inver"' FURNISH THIS owl�lxs m u CONTRACTORS II�wo1Rc THE INSTALLERS. 2 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 77 the latest edition of BCS1 (Building Component Safety Information, by TPI and RICA) for safety practices prior TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, ' %h 041,164, top chord shall have properly attached structural sheathing and bottom chord shall have a Properly attached BC DL 10.0 PSF DRW rigid ceiling. Locations shown for permanent lateral restraint of webs shall neve bracing installed per BCS1 ,- CAUSR7 175 17089086 fa sections 03. 07 or 010, as applicable. Apply plates to each Pace of truss and position as shown above and o I i the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. o o/20 BC LL 0.0 PSF �1�—N Alpine, a division of live Building Components Group Inc, shall not be responsible for any deviation from this OREGON CA-ENG PBC/GWH drawing, any failure to build the truss In conformance with ANSI/TP1 1, or for handling, shipping, f� AN rrW COMRN.NY installation a bracing of trusses. Va,� „� P TOT,LD. 42.0 PSF SEQN- 238943 . A.rl an this drawing or cover page listing this drawing, Indicates acceptance or prof..sloel engineering 7� f1.20,104' t raspanslbllity solely for the design shown. The suitability and use of this drawing for any structure Is the `I 8351 Revco Circle responsibility of the Building Designer per NISI/TPI 1 s.a.2. O` W,N DUR.FAC. 1 .15 FROM IKE g2cl'Al1a1l0,CA 958 28 For more information ion dee this Jobs general notes page and these web este.: SPACING 24.0" JREF- 1VZJ7175Z05 ALPINE: www,alpinaftw.con; TPI: www.tpinst.arg; ARCA: www.sbcindustry.cam; ICC: ww.iccsafa.org Renews 9/30!2017 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - EJ1) THIS DWG PREPARED FROM COIiFUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac,=1.15 / Plate Dur.Fac.=1.15) 120 mph wind, 19.18 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- From 68 plf at -1.00 to 68 plf at 1.85 BC- From 5 lf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 lf at -1.00 to 5 plf at 5.94 DL=6.0 psf. BC- 37.21 lb Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 49.00 lb Conc. Load at 4.00 Bottchord Deflection meets L/360 live and L/240 total load. Creep increase factor loadoapplied percIRC-12rsecct0ionpsf 301.5.non-concurrent bottom chord live for dead load is 1.50. R=67 U=5 4..20-0-14T" ,/HI 2-1-12 0-7-4 J' 18-2-10 3X5(82)(R) III L 1 ' —1-10-3 L 4-1-1 J 5-11-4 Over 3 Supports R=212 U=19 W=5.5" R=107 Design Crit: IRC2012/TPI-2007(STD) , 0 PRO PLT TYP, Wave F FT/RT=2%(0%)/4(0) 16.01.►�. ,v1'____ FS OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503 157-1118 "MIARNI NGI a" READ AND FOLLOW ALL MITES ON THIS DRAWING! G 'F 25.0 PSF 825 N 481 Ave,Cornelius OR 97113 "'IMPART** FURNISH TMis DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. �1 t`� GZ TC LL REF R7175- 92912 Trussesrequire extreme care In fabricating, handling, shipping, installing and bracing. Refer to and followAlir: 19575 p the latest edition of BCS( <Bullding Component Safety Information, by TPI and WFCA, for safety practices prior TC DL 7.0 0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per SCsI. Unless noted otherwise, i _ 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 SCSI 40- / tions 83. B]or BtO, a appl(cable. Apply plates to each Pace of truss antl posltien as shown above antl on r BC DL 10.0 PSF DRW CAUSR7175 17089087 .�J il A , the Joint Details, unl®ssanotetl otherwise. Refer to drawings'(BOA-Z for standartl plate positions. O I(ZO / —NN ' .J i Alpine, a division of iTR Building Components Group Inc. shall not be responsible far any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with AUSI/TPI 1, or for handling, shipping, }� ANITWcoMPANv installation a bracing of trusses. Y� „� v TOT.LD. 42.0 PSF SEQN- 238823 . A seal en This drawing or cover page listing this drwing, indicates acceptance of professional engineering "9 n.20,19 rseponaibi llty solely for the dbipi shown. The suitability and use of this drewing f any structure I.the 8351RovaliaCircle rewponeibllity of the Building Designer per ANII/TPI 1 Sec.2. -I O LD W 0-C. - DUR.FAC. 1 .15 FROM IKE $B{,Tmnenlo,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: wew.alpineltw.cam; TPI: waw,tpinst.org; WTCA: www,sbcindustry.com; ICC: wee.iccsafe,org Renews 6/30/2017SPACING 24.0" J REF- 1 VZJ 7 1 7 5Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - EJ2) Top chord 2x4 HF #2 120 mph wind, 20.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II , EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. ISI 1-8-14 R=121 U=41 / 3-9-12 0-7-4 J' 18-2-10 3X5(B2)(R) III Lc 1 ' >I< 3-10-3 >I.< 2-1-1 =.I 5-11-4 Over 3 Supports R=276 W=5.5" RL=83/-40 R=109 Design Crit: IRC2012/TPI-2007(STD) • PREF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. x,.• • FS+& OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503)357-1118 ••RNNNINGI••READ AND FOLLOW ALL NDTES ON THIS DRAWING! po ••INVORTANr•• FURNISH THIS DRAWING Ti ALL CONTRACTORS INCLUDING THE IIBTALLERS. 1031'4'00 TC LL 25.0 PSF 825 N 4Th Ave,Cornelius o 97113 �h (� + REF R7175- 92913 Trusses require extreme care in fabricating, handli pping, installing and bracing. Refer to and follow 19576 7 TC DL 7.0 PSF DATE 03/30/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, i top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 1 0.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSH / DRW CAUSR7175 17089088 lsections B3, 67 or BIO, as applicable. Apply plates to each face of truss and position as shorn above and on I ■ —,� A ' he Joint Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions. 0 0/20.7 BC LL 0.0 PSF CA-ENG PBC/GWH \V' Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ewf TOT.LD. 42.0 PSF AN ITW COMPANY Installation s bracing of trusses. A seal on this drawing Or cover page listing chi.droving, indicates.etspt.noe of profeYIC1wl engineering 9 V-1),20,i9# SEQN- 238825 rasponsibiilty solely for the design slow,. The auitabillty and use of this drawing for any immature la the 8351RovagaCircle responsibility of the Building Designer per ANSI/TPI 1 s.c.z. O( O W• k" DUR.FAC. 1 .15 FROM IKE $dv,,s,icnto,CA 95828 For Here information see this job's general notes page and these web sites: SPACING 24.0" JREF— 1VZJ7175Z05 ALPINE: wwa.alpineitw.com; TPI: www.tpinst.org,WTCA: wew,sbcindustry,cem; ICC: www,iccsafe.org Renews&30/PM 7 — _ (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - EJ4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II , EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x6 HF #2: DL=6.0 psf. Special loads Bottom chord checked for 10.00 psf non-concurrent bottom chord live (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) load applied per IRC-12 section 301.5. TC- From 68 plf at -1.00 to 68 plf at 1.91 BC- From 5 plf at -1.00 to 5 plf at 0.00 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 20 plf at 0.00 to 20 plf at 5.50 factor for dead load is 1.50. BC- 49.00 lb Conc. Load at 2.00 BC- 44.00 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS with additional C&C member design. • R=88 U=10 .. 11-1-11 10 $0 0.1.°°°° 2-4-6 0-9-4-4 gig .I ll9-1-2 ►�I R=96 3X7(G1) III L 1 ' >1<--1-10-15 >L 3-8-9 =J 5-6-0 Over 3 Supports R=228 W=5.5" RL=39/-28 Design Crit: IRC2012/TPI-2007(STD) 1 PR•F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0• -1 • 44 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503 357-2118 '• tNGt•• READ AND FOLLOW ALL MOTES ON THIS DRAINING! GJ /. N i _ po ) 3 ••itimi rmr•• FURNISH TNIs DIMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. A1C' � OZ TC LL 25.D PSFREF R7175- 92914 825 N 4th Ave,Cornelius O 9711. (./- 4/ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow19575 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL 7.O PSF 03/30/1 7 to performing these functions. Installers shallprovide to bracingi DATE topchord shall havetemporary per all Unless notederotherwise, , properly attached structural sheathing and bottom chord shall have a properly attached ,� BC DL 10.0 PSF rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI J� /!, DRW CAUSR7175 17089089 n sections 83. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and o I the Joint Details. unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. O ,/�O �� N �' Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPbNY installation&bracing of trusses. GI ./ TOT.LD. 42.0 PSF SEQN- 238849 A aril on this drawing or cover page listing this drawing, indleetem acceptance of profewalamw I engineering ip.GI ... .4 20,1980 responsibility solelyforthe design sheen. The suitability and use of this drawing for any stricture la the OC D W.N DUR.FAC. 1 .15 FROM I KE 8351 Rtriana Circle responsibility of the Building Deelgner per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" JREF- 1VZJ7175Z05 ALPINE: www.alpineatw.com; TPI: www,tpinst.org; WTCA: www,sbcindustry.comi ICC: www.iccsafe.org RMIeWB&3Q'2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - EJ5) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x6 HF #2: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=123 U=30 12-10-0 4-0-6 0-9-4 /0411110/1 ill +9-1-2 i DETHO licl 3X7(G1) III R=100 1 ' >-= 3-10-15----- 14c----1-8-9---- [4: 5-6-0 c 1-8-9- 5-6-0 Over 3 Supports >I R=272 W=5.5" RL=67/-38 Design Crit: IRC2012/TPI-2007(STD) • PR op PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1.o,!� :1 • FS+.. OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 'e•IAMINGIw• READ AIM FDLLONALL NmEseNTins DRAWING! �� GINE' �O TC LL 25,0 PSF 825 N 4th Ave,Cornelius OR 97113 "I�!T' ANIS"MIS DRAWING T°ALL�MIRACTDNS INCLINING THE 1INTALLERS. �w y REF R7175- 92915 _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 1 9575 /� 1P TC DL 7.0 PSF the latest edition of SCSI (Building Component Safety Information, by TPI and wrCA) for safety practices prior r DATE 03/30/1 7 to perforeino these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, �r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 1 D.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per SCSI . .r- DRW CAUSR7175 17089090 sections 03. 07 or 010, as applicable. Apply plates to each face of truss and position as shown above and on AIT-1 o�I A l )' the Joint Details, unless noted otherwise. Refer to drawings,SOA-Z for standard plate positions. 0 I/20 7 BC LL 0.0 PSF CA-ENG PBC/GWH t=1 l f� \�J� Alpine, a division of I7M Building Components Group Inc. shall wt be responsible for any deviation from this OREGON drawing,alla any failure to build the truss in conformance with ANSI/TPI ,, or for handling, shipping, 0 TOT.LD. 42.0 PSF SEQN- 238843 AN ITW COMPANY installations bracing of trusses. 'r/ . A al on this drawing or cover page listing this arming. Indicates eeeaptenae of professional engineering /A. V•h.20,194! (`�' w responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the NIOC D r�"/ DUR.FAC. 1 .15 FROM I KE $351 Rmana Circle responsibility of the Building Deelgnwr per SI/TPI I Sse.2. Sacramenio,CA958^-8 For more information see this job's general notes page and these web sites: SPACING 24.0" JREF- 1VZJ7175Z05 ALPINE: www.alpineltw.com; TPI: www.tpinst.org; WTCA: www,sbcirdustry.com; ICC www.iccsafe.org Renwws 8/3017017 (0317221--FOUR D CONSTRUCTION CO. —GREENSWARD SOUTH LOT 11 -- TIGARD, OR — EJ6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From lf at -1.00 tolf at 1.85 120 mph wind, 19.18 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 68 5 plf at -1.00 to 65 8 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 20 plf at 0.00 to 20 plf at 3.94 DL=6.0 psf. BC- 35.62 lb Conc. Load at 2.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. x) 20-0-14 R=51 U=6 10 2-1-12 0-7-4 PO WI —1 18-2-10 PECZial 3X5(B2)(R) III Lc 1 ' -1-10-3 >1< 2-1-1---. —3-11-4 Over 3 Supports R=211 U=10 W=5.5" R=72 Design Crit: IRC2012/TPI-2007(STD) , 0 PRO PLT TYP. Wave FT/RT=2%(096)/4(0) 16.01. . FFS' ♦• OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARN INGI•• READ AND FOLLOW ALL lams BN Trus DRAWING! „� t�V t `� 2 TC LL 25.0 PSF 825 N 4th i Ave,Cornelius OR 97113 men poirrur•m FURNISH THIS DRAWING To CONTRACTORS INCLUDING THE INSTALLERS. REF R7175— 92916 • Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of 6C51 (Building Component safety Information, by TPI and RICA) for safety practices prior 19575 moi- TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless nOted otherwise, ' top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid caking. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! 1,+ iAPV BC DL 10.0 PSF DRW CAUSR7175 170139091 =,�El sections HD Details, or BTB, as noted applicable. Apply plates to weaching face of truss and position as shown above and on the Joint Details, unless nosed otherwise. Refer to drawings 160A-Z for standard pate positions. 0 0/20 BC LL D,0 PSF i Alpine, a division of I11Y Building Components Group Inc, shall not be responsible for any deviation from this G1 OREGON CA—ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation S bracing of trusses. V+ e'" TOT.LD. 42.0 PSF A.a.I on this drawing Cr ease gags listing this drawl 9 n.20,ae SEQN—solely for the daelpi.Neem. The eultablllty and of of sstruectture Is �Q' �,'r Q 238855 S35I Ravana Circle re.pmxmalbl l Ity of the Building Designer per M61/TPI 1 s.e.z. O�Q W, DUR.FAC. 1 .15 FROM I KE Sacamento,CA 95828 For more information see this jobs general notes page and these web sites; 0" ALPINE: www.alp neltw.coe. TPI: www.tpinst.org; PICA; wwse.sbclndustry.cos ICC: aww,iccsafe.org Renews 6/3012017 SPACING 24. J REF— 1 VZJ 7 1 75205 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - EJ7) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 68 plf at -1.00 to 68 plf at 1.85 120 mph wind, 19.18 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1,00 to 5 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 20 plf at 0.00 to 20 plf at 3.49 DL=6.0 psf. BC- 35.62 lb Conc. Load at 2.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. ii40_20-0-141 R=49 U=7 T 10 0. 2-1-12 .1,010, 0-7-4 -T J' _4008-2-10 i 3X5(B2)(R) III Lc 1 ' >L-1-10-3 >I< 1-7-11--->.1 I 3-5-14 Over 3 Supports R=206 U=13 W=5.5" R=64 Design Crit: IRC2012/TPI-2007(STD) •.O PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.. aI.; FS' OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ">raRNINGI" READ AND rwLCO ALL NOTES OR THIS DRAWING! �� V t 825 N 4th Ave,Cornelius OR 97113 ••NNNwRTurc•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE IllsrnLLBRs. C9 FiS1 y TC LL 25.0 PSF REF R7175— 92917 • Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow19575 _ the latest edition of SCSI (Building Component Safety Information, by TP1 and%TCA) for safety practices prior ' p r' , BC DL 10.0 PSF TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,011164 — top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached /+ -''� rigid ceiling. Locations shorn for permanent lateral restraint of webs shall have bracing installed per BCs1 DRW CAUSR7175 17089092 T! sections B3. B7 or Bin, as applicable. Apply plates to each face of truss and position as shown above and o ,4 I�) i the Joint Dataiis, unless noted otherwise. Refer to drawings 150A-Z for standard plate positions. n O 0/20 BC LL D.D PSF //��\ IJ Alpine, a division of ITS Building eon„onents group Inc. shall not be r OREGON CA-ENG PBC/GWH -� r drawing, responsible for any deviation from this any failure to build the truss in conformance with ANSI/7P! 1, or for handling, shipping, AN ITN COMPANY Installation 8 bracing of tresses. "4a e0 TOT.LD, 42.0 PSF SEQN-A...1.n this drawing Sr ower pig. listing this drawing, indicates.-esptance of professional engineering '�-1()110011." Q 20,+s �; 238947 responsibility solely for the design shown. TIa suitability and use of this dr.ming for.nn structure is the QLD W." DUR.FAC. 1 .15 FROM I KE 8351 Rovana Cilnle responsibility of the Building Despr l .r per ANSI/TPN 1 Bec.2, sai,imiheBlu,CA 95828 For more information see thisjob's general rotes page and these web sites: SPACING 24.0" JREF- 1VZJ7175Z05 ALPINE: wwa.alpirreitw.com; TPI: www,tpinstst.org;RICA: wwe,sbcindustry.com; ICC: wmm.iccsafe,org Renews EV3gZO17 (031 7 221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - SJ1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 19.18 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=43 U=19 ri _ 20-0-14 / 10 ( T 2-1-12 d 0-7-4 PC 1 IMIIIIMIM, _418-2-10 rom_lio R=36 3X5(62)(R) III L 1 ' >1<--1-10-3—?=9 1-11-4Over 3 Supports r I R=179 W=5,5" RL=47/-29 Design Crit: IRC2012/TPI-2007(STD) .EA PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01... c N. �`r4' OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-3118 'wWARNINGI•• READ AND FOLLOW ALL NOTES ON 7NIs DRAWING! NC 4 ��A 825 N 4th i Ave,Cornelius OR 97113 "IIPORTAIITwa ISR THIS DRAWING TD ALL CONTRACTORS INCLIAIR6 THE INSTALLERS. 15575 `i TC LL 25.0 PSF REF R7175— 92918 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to end follow , the latest edition of SCSI (Building Component Safety Information, by TPI end NiCA) for safety practices prior r i TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Location shown for permanent lateral restraint of webs shall have bracing installed per SCSI IA. > BC DL 10.0 PSF DRW CAUSR7175 17089094 rn '�� 1 sections 83. 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on ' II O the Jelnt Bwtails, ":lass notatl otherwise. Refer to drawings 160A_Z Por standartl plate posix;ons, 0 0/20 BC LL 1 Alpine. a division of ITM B"iidieg Compu.anta Oro.p Inc. shall not be reapooa;ble fnr any deviation free this OREGON 0.0 PSF CA—ENG PBC/GWH drawing, any J failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN RW COMPANY installation 8 bracing of trusses. 9R"iOCn.2O,198® TOT.LD. 42.0 PSF SEQN— 238815 . A seal on this drawing or cover peps listing this drawing, indicates.eesptsnce of professioesl engineering reepnn.lbillty solely for the design chamat.of this drawing for any structure is the D N,N DUR,FAC, 1 ,15 FROM I KE 8351RovallaCircle responsibility of the Building Designer p.. The suitability end per ANSI/7BI 1 Ssc.z. �' Sacramento,CA 95828 For more Information sea this jobs general notes page a.these web sites: ALPINE;wmw a,alpineitw.com; TiTPI; w ,tpinst.org; %MA: wime.sbcinduan;stry.cICC: www.iccsafe.org Renews 8/80/201 SPACING 24.0" xolTJREF— 1VZJ7175Z05 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - SJ2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=113 U=42 .421-8-14 10 3-9-12 -I__ 0-7-4 P -1— ��l118-2-10 MEMEWI R=40 U=2 3X5(B2)(R) III L1 ' -.1=--1-11-4 >L 2-0-7---›.1 FE-3-10-3 Over 3 Supports - R=230 W=5.5" RL=83/-40 Design Crit: IRC2012/TPI-2007(STD) .so PROp . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .•,. ,j0Ayl'S'cp OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components Cornelius on (503)357-7118 T"rARWI KI H READ Alm FBLLDA ALL ONTES ON S I5 INCLUDING j� TC LL 25.0 PSF 825 N 4th Ave,of Oreo 012 97113 "•IIPORTAN** RAKISH MIS REA DRAWINGFp To ALL CONTRACTORS C T INCWDINN r11E INSTALLERS. /['/�/ 1957541 REF R7175— 92919 Trusses require extreme re in fabricating, handling, shipping, Installing and bracing. Refer to and fallow , the latest edition of BCSIa(Building Component Safety Information, by TPI and FUCA) for safety practices prior ,01 TC DL 7.0 PSF DATE 03/30/1 7 to performing these functions. Installers shall provide temporary bracing per BCS). Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached % BC DL rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingInstalled per BCsI41011LI 10.0 PSF DRW CAUSR7175 17089096 ,4��01� ,a sections 83, B7 or$10, es applicable. Apply plates to each faceof truss and position shown above and on Jthe Joint Details, unless noted otherwise. Refer to drawings')BOA-Z for standard plate positions. 0 ORE0/20 GON BC LL Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ,/ AN ITWCOMANNY instalist ion A bracing of trusses. 9 '1,4.20,+e�0 • TOT.LD. 42.0 PSF SE A sesl on this drawing or cover page listing this dimming. Indicates acceptance of professional engineering QN— 238817 responsibility solely for the design shown. The suitability and use of this drawing,or any structure is the Ro`p W"N� 8351 RovanaCirclt reepenaiblllty of the Building Designer per A161/TPI ,ewes:. DUR.FAC. 1 .15 FROM I KE SacramenI0,CA95828 For more information see this job's general notes page and these web sites: SPACING 24.0" JREF- 1 VZJ 7 1 75205 ALPINE: www,alpineitw,com; TPI: eww,tpinst.org: WTCA:www,scirldustry,com; ICC: www,iccsafe,org Renews813e2017 b (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - SJ3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 19.59 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6,0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=59 U=22 10 I 11 0 20-0-14 2-1-12 0-7-4 PO smomm7--- .l....7-411 18-2-10 •• R=37 3X5(B2)(R) ISI Le.--1 2.9 1-11-4 Over 3 Supports r -� R=84 W=5.511 RL=30 Design Crit: IRC2012/TPI-2007(STD) .E0 PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.1• N: �`4% OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **WARM MI•• NEAR AID FOLLOW ALL NOTES on Tins DIMING! REF R7175- 92920 825 N 4th Ave,Cornelius OR 97113 "IT FURNISH THIS DRAWING TO"! coNINACTONs INCLUDING THE IxstALLeAs. �957b �0Q Z TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TP1 and WTCA) for safety practices prior ;1 TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, _ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r' BC DL 1 0.0 PSF I rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! X DRW CAUSR7175 17089098 ' �� I sections 63. 67 or 010, as applicable. Apply plates to each face of truss and position as shown above and o 0 0/20 1---,1 N I 1- 11 the jlaint Octads, unless noted otherwise. Rarer to drawings,60AA_Z for standard plate positiwls. n L BC LL 0.0 PSF AlPina, a tlivision of ITW Building Componients Group Int. shall n t ba responsible fur any deviation from thin OREGON CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSIlTP1 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. .1 "a„.20 '1944 TOT.LD. 42.0 PSF SEQN- 238819 . A seal on this drawing Sr cover page listing this drawing, Indicates mamMtenee of professional engineering O responsibility solely for the design sham. The suitability and we of this drawing for any structure la the L D W,N� OUR.FAC. 1 .15 FROM I KE $751 Rvyaea Circle responsibility of the Building Designer per ANSI/TPI I Sec.2. sgtem it,,CAyssas For more ejob'sgeneralnotes page and these web sites: Renews gI3W2o17 SPACING 24.0" JREF- 1VZJ7175Z05 wwv.alpineltw.tom; TPI: ww«.tpinst,Org; W7CA: www.sbcindustry.tom; ICC: www.iccsafe.org (0317221--FOUR D CONSTRUCTION CO. —GREENSWARD SOUTH LOT 11 -- TIGARD, OR — SJ4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.35 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=116 U=42 11 , 21-8-14 i 10 3-8-14 0-6-6 ' -0 18-3-8 i 3X5(B2)-=-2' R=49 U=6 —1-11-4 >i< 2-0-7-- FE-3-10-3 Over 3 Supports - R=136 RL=65 Design Crit: 1RC2012/TPI-2007(STD) 03 PROpi PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.11 <9_agm • s'S+ OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ..11MI IgG I ww READ AND FDLLON ALL NDTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. FiQ ��f. TC LL 25.0 PSF REF R7175- 92921 _ Trusses require extreme care in fabricating, handling, shipping, installing end bracing. Refer to and follow 19575 9 the latest edition of BCSI (Building Component Safety Information, by TPI and WMCA) rer safety practices prior ' r TC DL 7.0 PSF DATE 03/30/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chore]shall have properly attached structural sheathing am bottom chord shall have a properly attached �' rigid ceiling. Locations sheen for permanent lateral restraint of webs shall have bracing installed per BCSI alik / BC DL 10.0 PSF DRW CAUSR7175 17089100 ,4��o�_N 1 sections ea, 87 or 810, as applicable. Apply plates to each faced of truss and position as shown above and on O 31/2017 7,p).--.7::: he.vain=neteiiS, --.:7.-::7:::::--;:. nless noted otherwise. Re Par to draw;Sha,BGA-Z Per Stantlard plate ny de ins. BC LL 0.0 PSF CA-ENG PBC/GWH 1 Alp;re, a tllvision of ITW 8u:itling Components Grcwp Inc. shall n t ba responsible Por any deviatlen Pray this OREGON drawing, any failure to build the truss in conformance with N$1/TPI 1, or for handling, shipping, AN rrwcoMR4NY inatallat:en A bracing of emi,.,trussa,, '9 `+0 20 1g90 QJ TOT.LD. 42.0 PSF SEQN- 238821 A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineeringr TA. �er «pin.lbl l lty solely for the design shown. The wltabi I Icy am are of this drawing for any structure lathe L p W a v DUR.FAC, 1 .15 FROM I KE 8351 Rmanaarcle responsibility of the Building°Agar per ANBI/TP1 1 Sec.2. S,o,gdn®B,,CA95828 For more information see this job's general notes page and these web Sites: JREF- 1VZJ7175Z05 ALPINE: www,alpi neitw,coe; TPI: www,spinet.org; WTCA: mwe,sbc i ndustry,com: ICC: www.Iccsafe.org Renews 6/3G12O1t SPACING 24,0" (0317221--FOUR D CONSTRUCTION CO. —GREENSWARD SOUTH LOT 11 -- TIGARD, OR — SJ5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x6 HF #2: DL=6.0 psi'. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=49 U=16 tl 11-2-0 p p10 2-4-6 0-9-4 i i =��rrr�1 9-1-2 3X7(G1) M 1 >1 1"? 1 2-0-0 Over 3 Supports R=178 W=5.5" RL=39/-28 R=37 Design Crit: IRC2012/TPI-2007(STD) g.D PROF PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.�< <8 FS' __ ,,aigm rl► S' OR/—/1/—/—/R/— Scale ,5"/Ft, _ il, Truss Components of Oregon {503)357-2118 •*WARM NGI"" READ AND FOLLOW ALL mum ON TH "'Is DRAWING! / 825 N 411 Ave,Cornelius OR 97113 "1 " TM TANrISN la DRAWING TO ALL CONTRACTORS INCLUDING IRE ru<Eps, (['�/ 19675 TC LL 25.0 PSF REF R7175— 92922 _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior TC DL 7.0 PSF DATE 0 to performing these functions. Installers shall provide temporary bracing BCSI. Unless noted otherwise, 03/30/1 7 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 Best /,� -i BC DL 10.0 PSF T" section 03, BT or 810, as applicable. Apply plates to each face of truss and position as shown above and on /yTDRW CAUSR7175 17089102 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions, 0 V�201/ A1_,,,----) Nrte—, drawing, a division of ITV/bu Beilding Components roup Inc. obeli Tp be responsible for any deviation from this OREGON BC LL 0.0 PSF CA—ENG PBC/GWH ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses, TOT.LD.LD. 42,0 PSF A• ...I on this drawing Cr aen.r;age listing this drooling, Irole t...mpeuln of professions!engineering '�4)V°^.20,�ss0 SEAN— 238845 responsibility solely f.r the design.he.,. The suitability and use of this drooling for any.trueture Is the Q 5351 RoyallaGSpnle ro.ponsibi l ity of the Building Da.lg er per ANSI/TPI 1 S.0,2. C D W a N DUR.FAC. 1.15 FROM I KE Sacramento,CA 95528 For more information see this Jobs general notes pogo and these web sites: ALPINE; www.alpineitw.com; TPI: www,tpinst.org; WTCA: www,sbcindustry,com; ICC: wxw,iccsafe.org R8neW8EI8Ol2017 SPACING 24.0" J REF— 1 VZJ 7 1 75Z05 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - SJ6) THIS DWG PREPARED FROM CONFUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x6 HF #2: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=112 U=31 . 12-10-0 , 10 4-0-6 0-9-4 ji' ___L_ `lliii-PI " -1-2 ►-. R=44 U=6 3X7(G1) III L 1 ' ,i< 2-0-0 2-0-7-->i 3-10-15 Over 3 Supports R=225 W=5.5" RL=67/-38 Design Crit: IRC2012/TPI-2007(STD) e1D PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0. (9f FS' Truss ComponentsofOregon (503)357-?118 •*WARNING!•• READ ANo FOLLOW ALL NOTES ON THIS oRAWINGI �DI�'E� Sim OR/-/1/-/-/R/- Scale =.5"/Ft. 825 N 4th Ave,Comelms OR 97113 "'trroNTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING me INSTALLERS. C9 ,1? Z, TC LL 25.0 PSF REF R7175- 92923 _ Trusses require extreme cars in fabricating, handling, shipping, installing and bracing. Refer to and follow 1 9575 the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior • r TC DL 7.0 PSF DATE 03/30/17 to performing these functions. installers shall provide temporary bracing per SCSI. Unless noted otherwise, 1 — 17 top chord shall have properly attached structural sheathing arxi bottom chord shall have a properly attached ail ..... rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed par BCSI 'i. BC DL 10.0 PSF DRW CAUSR7 175 17089104 -�� sactions 83, 87 or 870, as applicable. Apply plates to each Face of trues and position as shown above and on O 0/20 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions, i Alpine, a division of ITS Building Components Group Inc. shall not be responsible for any deviation from thinOREGON BC LL 0.0 PSF CA-ENG PBC/GWH truss in Conformance with ANSI/TPI 1, or for handling, shipping, drawing, any(allure to build the 0 AN ITW COMwwY installation.bracing of trusses. 9 "en e0 TOT.LD. 42,0 PSF . A UDI an this drawing or e.ver pegs l Ist Ing this griming, lfldiS taw eee.ptalaaa w professional engineering /QD 20.19 �Q• SEQN— 238840 fespanslbl i ity solely for the design ahem,. The suitability end a..of this drawing for any structure Is the 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 s a.2, C D W.N DUR.FAC. 1 .15 FROM I KE Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: eww,alpineite.cem, TPI. www.tpinst,org; BTCA; eww,sbcindustry,coml ICC, www.iccsafe.org Renews 6180/2017 SPACING 24.0" J REF- 1 VZJ 7 1 7 5Z05 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - HR1) Top chord 2x6 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 1 plf at -1 .58 to 1 plf at 2.72 120 mph wind, 20.84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 1 plf at 2.72 to 1 plf at 5.59 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- From 1 plf at 5.59 to 1 plf at 8.27 DL=6.0 psf. TC- 126.39 lb Conc. Load at 2.77 TC- 116.39 lb Conc. Load at 5.38 Wind loads and reactions based on MWFRS. TC- 121.09 lb Conc. Load at 5.59 Trusses to be spaced at 0.0" OC maximum. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=200 U=63 73-4-14 / 5-5-12 7.07 0-7-4 �� -- 18-2-10 + 2X4(A1) L1-7-0a I-c 8-3-4 Over 2 Supports >1 R=172 U=47 W=7.028" Design Crit: IRC2012/TPI-2007(STD) ..Ep PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 00 s 4- s OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ”WARN INGI ee READ A�FOLIAR ALL NOTES ON nlwC? its nllN6l 0G I '.E . 825 N 4th Ave,Cornelius OR 97113 wmIIIORTANrmt FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4/ 2 TC LL 25.0 PSF REF R7175— 92924 Trusses repairs extrema re in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 9t. TC DL 7.0 PSF DATE 03/30/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and WfCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, i1 - om top chord shell have properly attached structural sheathing and bottchord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI �� 1 O.0 PSF BC DL DRW CAUSR7175 17089106 I sections B3. 87 or 010, as applicable. Apply plates to each face of truss and position as shown above and on Ol ^ the Joint Details, unless noted otherwise. Refer to drawl 10OA-1 for standard late BC LL /� -, J[]1 V drawings apo p a positions. 0 0/20 0.0 PSF CA-ENG PBC/GWH �'� Alpine, a division of ITW Building Components Group Inc, shall not be responsible for deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN lT'wCOMRb,NY ineteiietldn bratirg of traeeea. 4 "ao 20 1990 TOT.LD. 42.0 PSF SEQN- 238830 A wt on this drawing or Lover page listing this droving, indicates.atept.nee of professional engineering responsibility.alalY 'the design shpt,. mm sultabl l Ity and use of this droving far any structure la the 8351 RacanaCirole r—Pan.ibi l lty of the Building Designer per ANSI/TPI 1�.2. ��D W a N� DUR.FAC. 1 .15 FROM 1 KE Sacramento,CA 95828 For more Information see this job's general notes page and these web sites: -' — ALPINE: eew,alpineitw.com; TPI: ww.tpinst.org; RICA: www.sbcindustry.cem; ICC: wwn..iccsafe.org Renews e13012017 SPACING 0.0" J REF- 1 VZJ 7 1 7 5Z05 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - HR2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 1 plf at -1.58 to 1 plf at 2.64 TC- From 1 plf at 2.64 to 1 plf at 7.65 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC PLT- 88.31 lb Conc. Load at ( 2.64,11.37) DL=6,0 psf. PLT- 48.80 lb Conc. Load at ( 2.81,11.47) PLT- 122.86 lb Conc. Load at ( 5.47,13.04) Wind loads and reactions based on MWFRS. PLT- 112.44 lb Conc. Load at ( 5.68,13.17) Trusses to be spaced at 0.0" OC maximum. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=221 U=53 .+14-1-0 7.07 1---- 5-3-6 0-9-4 E IMMUMMOMMONN 9-1-2 3X5(82)(R) III L1-7-0 .1 F7-7-13 Over 2 Supports >I R=158 U=33 W=7.778" • Design Crit: IRC2012/TPI-2007(STD) a O PROfi FPLT TYP. Wave FT/RT=2%(0%)/4(0) . . tS OR/-/1/-/-/R/- Scale =.375"/Ft. Truss ComponentsofOregon (503)357-2118 •'MARNINGI•• ReAO NO FOLIAR ALL NOTES ON THIS uINwNS II �� GI TC LL 825 N al Ave,Cornelius OR 97113 "IrrorcrAxr" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Flc+ y 25.0 PSF 4 tREF R7175- 92925 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 19575 the latest edition of BCSI (Building Component safety Information, by TP1 and%TCA) for safety practices priorp — ' 1, TC DL 7.0 0 PSF DATE 03/30/17 to performing these functions. Installers shall proviso temporary bracing per SCSI. Unless noted otherwise, _— top chord shall here properly attached structural sheathing and bottom chord shall have a properly attached 111' l n rigid ceiling,57 Locations shown for permanent lateral restraint of webs shall have bracing per an �S '"�,, BC DL 10.0 PSF DRW CAUSR7175 17089107 ,4 1�P)0 N the 83. ai or unless as applicable. Apply plates to each face of for trussandposition as shown above and on the Joint Details. unless nwtetl otherwise. Refer to drawings 160A-z four standard plate positions. 0 0/20 i Alpine, a division of ITS Building Components Group Inc, shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping. AN IT'WCOMPAN1 installations bracing of trusses. A seal en this drawing Sr waver page listing this drawing, indicates acceptance of professional engineering 9 `en,x0,199°' r TOT.LD. 42.0 PSF SEQN- 238853 responsibility solely for the designshown. The suitability end use of this drawing for any structure la the 835IRavanaCircle responsibility of the calming Designer par ANSi/WI T s.a.Y. 0L� W•N� OUR.FAC. 1 .15 FROM I KE Sacramenlc,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: www.elpineitw.com; TPI: www.tpinst.org; 19-CA: www,sbclndustry.com; ICC: www,iccsefe.org Renews 6l3W2017 SPACING 0.0" J REF- 1 VZJ 7 1 75Z05 (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - HR3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac,=1.15 / Plate Dur.Fac.=1.15) 120 mph wind, 20.01 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- From 1 plf at -1.58 to 1 plf at 5.44 TC- 51.40 lb Conc. Load at 2.55 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- 42.75 lb Conc. Load at 2.72 DL=6.0 psf. Wind loads and reactions based on MWFRS. Trusses to be spaced at 0.0" OC maximum. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=47 U=12 21-8-14 7.07 3-9-12 0-7-4 Kliij�— ►—�� 4.18-2-10 r 2X4(A1) E.,--- L-1-5-0-- 1 f`z -1-5-0- 5-5-5 Over 2 Supports R=55 U=13 W=7.028" Design Crit: IRC2012/TPI-2007(STD) so PRop PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.'• b� S �G 1f4 i� OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357- 118 **WARNING!•" READ MD FOILED ALL NOTES oN THIS DRAWING! 1:7` 2 TC LL 25.0 PSF 825 N 4fh Ave,Cornelius OR 97113 '"IwatTAwr"" FURNISH THIS DRAWING Tu ALL CONTRACTORS INCLUDING THE INSTALLERS. 19675 9+ REF R7175- 92926 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow p TC DL the latest edition of SCSI (Building Component Safety Information, by TPI and MICA) for safety practices prior 7.0 PSF DATE 03/30/17 to performing these functions. installers shall provide temporary bracing per SCSI. Unless noted otherwise top chord hall have properly attached structural sheathing and bottom chord shall have a properly attached t. s rigid il h • Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI �r /r. BC DL 10.0 PSF DRW CAUSR7175 17089110 — L N�� " chord 83. 87 or 810, a applicable. Apply plates to each face of truss and position as shown above and o 0 0/20 ,4— O 1 the Joint Details, unlessnoted otherwise, Refer to drawings 160A-2 for standard plate positions, n �-� Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, _ AN IfW COMPANY Installations bracing of trusses. "9�`en,20,+g94 _14* TOT.LD. 42.0 PSF SEQN- 238859 Or OWN.A seal en this droning pogo listing this drawing, indicates seoptenos of professional engineering O responsibility solely for the dealgn shown. The suitability and use of this drawing for any etn,eture I.the L.D W" 8351 RrnanaC'ircle responsibility of the Building Dealgnsr par ANSI/TP1 1 Sne,2. DUR.FAC. 1.15 FROM I KE S!ciynIrdllD,cA 9ss?8 For were information see this;oboe general notes page and thane wan alta: Renews SPACING 0.0"' ALPINE: a .atpineitw.can; Ti : www.tpinst.org;67CA: www,sbcindustry,com: ICC: www.iccsafe.org J REF- 1 VZJ 7 1 7 5205 rwi (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - HR4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 1 plf at -1.58 to 1 plf at 4.81 120 mph wind, 19.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 91.62 lb Conc. Load at 2.77 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MWFRS. Trusses to be spaced at 0.0" OC maximum. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=53 U=14 rt! 1-4-6 7.07 3-5-4 0-7-4 —i-- 18-2-10 2X4(A1) L-1-5-0— Fc 4-9-12 Over 2 Supports R=45 U=11 W=7.028" Design Crit: IRC2012/TPI-2007(STD) BEV PROF+F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0. 6 `rS _ Le i� OR/-/1/-/-/R/- Scale -.5"/Ft. Truss Components of Oregon (503)157-2118 "MARNI RN I•H• READ AND FOLLDN ALL Notes ON THIS INCLUDING (,� �� TC LL 25.0 PSF REF R7175— 92927 $25 N 4[h Ave,Cornelius OR 97113 "IwoRTwT•• FURNISH THIS DRAWING T°ALL 19575 1 CONTRACTORS INCWDING T11E INSTALLERS. m Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow PI p � the latest edition of BCSI (Building Component Safety Information, by Tand BTCA) fnr safety practices prior TC DL 7,0 PSF DATE 03/30/1 7 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, �, _ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 0411111rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed par BCSI • BC DL 10.0 PSF DRW CAUSR7175 17089111 ,4��O` sections 63. 87 or B10, as applicable. Apply plates to each Pace of truss and position as shoes above and on 0 020 1))0 I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of 1111 Building Components croup Inc, shall not be responsible for any deviation from this /'� OREGON BC LL 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, v+ AN tTW COMPANY installation s bracing of eaestrusses. w9A`en,20flab ,GQ` TOT.LD, 42.0 PSF SEQN- 238949 Awl en this drawing or ower pays listing this arming, Indicates o e:estends or gfor any e engineering O roeponslbl lity solely for the design shown. The suitability am use of this drawing for structure is M. L0 W• DUR.FAC. 1 .15 FROM I KE 8351 Roy=Circle responsibility of the Building Dwlprr per ANSI/TPI 1 See,2. SBsrwnarAo,CA95828 Far more information eel this job's general notes page and thaw web shag: Renewse3a2O17 SPACING 0.0" JREF- 1VZJ7175Z05 ALPINE, mww.alpineltw.can; TPI: www.tpinst.org;wTCA: ww,sbcindustry.crxn; ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0317221--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - A5CAP) Top chord 2x4 HF #2 120 mph wind, 31 .39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. Refer to DWG PB115101014 and/or PB160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24" o/c max. Align upper and lower trusses and support upper truss on the purlins. Supports shown indicate location of 2x4 purlins. 4X5- 4X5- 101 110 _ _r _ 1-8-7 0-0-7 _./l_ �� _ •� 0-0-7 — 30-4-12 2X4(D8R)i 3X5= 1.5X4 III 2X4(D8R) --2-0-0 1-4-8 >'< 2-0-0—j 1_ 2-0-0 _1_ 1-4-8 _i_ 2-0-0 ,1 k5-4-8 Over 2 Supports R=95 PLF U=10 PLF W=2-8-4 R=80 PLF U=6 PLF W=2-8-4 RL=9/-9 PLF Design Crit: IRC2012/TPI-2007(STD) E0 PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.$0 g� �`rS� OR/-/1/-/-/R/- Scale =.5"/Ft. Truss ComponentsofOregon (503)357-2118 a"MARNINGI" READ AND FOLLOW ALL M)TES ON THIS DRAWING! �G F� 825 N 41i Ave,Cornelius OR 97113 '"I T "" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 �1 9 TC LL 25.0 PSF REF R7175— 92928 — Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow p the plerforming edition of SCSI . I(Building Component Safety deftempoiar, by cand 6CSI for safety practices prior TC DL 7.0 PSF DATE 03/30/1 7 to Pshord these fproperly Installers shall provide 05 and bracing per SCSI. Unless noted otherwise, — top chord shall haveproperly attached structural sheathing and bottom Chord shall have a properly attached ' rigid ceiling. Locations show.,for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 10.0 PSF DRW CAUSR7175 17089114 L �� sections 83. 87 or 610, as applicable. Apply plates to each face of truss and position as shown above and on0 0/20 Othe Joint Details, unless noted otherwise. Refer to drawings 160AA-Z for standard plate positions. ,41 Alpine, a division of ITw Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA—ENG PBC/GRH drawing, any failure to build the truss in conformance with AN51/TP1 1, or for handling, snipping, apo/ AN IT'W COMPANY Installation 6 bracing of trusses. SEQN- 238986 A Lees en eh,s drwl or cover 1Ab. en,20,99. 4.' TOT.LD. 42.0 PSF responsibility page hating this dewing, Indicates ofOeptntlw of professional engineering 0 respona y solely for design The suitability and use of thin draping for any structure Is the OLD W a N DUR.FAC. 1 .15 8351 RovanaCirclt ON- responsibility of the Building Designer per ANSI/FPI ,Seo.:. FROM IKE Sacramento,CA 95828 For more information see this job's general notes page and these web sites: Renews&3012017 SPACING 24.0" ALPINE: wwv,alpineitw.cam: TPI: w ,tpinsc,org: RTCA: www.sbcindustry.com; ICC: wwe,iccsafe,org J REF- 1 VZJ 7 1 75205 w (0317221—FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 11 -- TIGARD, OR - A7CAP) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 31.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Refer to DWG PB115101014 and/or PB160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24" o/c max. Align upper and lower trusses and support upper truss on the purlins. Supports shown indicate location of 2x4 purlins. 4X5= I\ 10FAIII 110 2-3-5 i F,41r4 4411r1 0-L ! = 0-0-7 - 430-4-12 I 2X4(D8R)% 1.5X4III 2X4(D8R) -r-------2-8-4 >} 2-8-4 L 2-8-4 2-8-4 J 5-4-8 Over 2 Supports R=30 PLF W=2-8-4 RL=13/-13 PLF R=146 PLF U=17 PLF W=2-8-4 Design Crit: IRC2012/TPI-2007(STD) ,ED PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. vA R. __ �`�1.1.;%... OR/—/1/—/—/R/— Scale =.5"/Ft. Truss ComponentsofOregon (563)357-2118 a°wARNING1aw READ AND HALM ALL NOTES ON THIS DRAFTING! t Ns 41-..., TC LL 825 N 4Ave,Cornelius OR 97113 a•IIPORuu ea FURNISH THIS DIMING TO ALL CONTRACTORS INCLUDING THE IHsrA1.LERS. 19575 �Q 25.0 PSF REF R7175— 92929 Trusses require extrame care in fabricating, handling, shipping, installing and bracing. Refer to and follow f the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior TC DL 7.0 PSF DATE 03/30/17 to perrorming tease functions. Installers shall provide temporary bracing per Bess, Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations show,for permanent lateral restraint of webs shell have bracing installed per SCSI lrI�1' fm40011. ''� BC DL 10.0 PSF DRW CAUSR7175 17089116 �Y a sections 83. B7 or 810, as applicable. Apply plates to each face of truss antl position as shown above and on A I the Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard andard plate positions, 0 0/20 I'IL111' Alpine, a division of ITW Building Components Group Inc.Int. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA—ENG PBC/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. A ami an this drawing en mover pegs listing this droning, indicates seoaptence of professional engineering 9 °" 20,19-°' P TOT.LD. 42.0 PSF SEAN— 238988 responsibility moistly for the resign chose. The meltability and use of this drawing for any structure is the Roy o w t N� 83351 Rovana Circle rapma161 l Icy or the Building Designer per ANSI/T71 1 sa.z. DUR.FAC. 1 .15 FROM I KE Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www,alpineitw,cee, Tel. www,tpinst.org. WTCA: www,sbclndustry,cem; ICC: w,iccsafe,org Renews AiSe2o,� SPACING 24.0" J REF— 1 VZJ 7 1 7 5205 w R Reis ^ ocilg ve "obe • SL, bstiL �, Lion T-ReinForcernent This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf, Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired, L-Reinf, ♦ ,� Apply to either side of web narrow face. ,� Attach with 10d (0128°x3,0",min) nails , at 6" o.c, Reinforcing member is Notes: a minimum 80% 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. . Alternative reinforcement specified in chart below may be conservative. MO ma =�' For minimum alternative reinforcement, re run design with appropriate ;1I� FA reinforcement type. �� T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf, Scab Reinf, Scab Reinforcement) 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, mi 2x6 1 row Attach with 10d (0.128"x3,0",min) nails 2x4 1-2x6 at 6" o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) minimum 80% of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf, 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. MI MIMI ��E0 PROFS w*WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI J �i�l 1., T C L L PSF REF CLR Subs t. wCIIWORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C7` Trusses require extreme care in fabricating,handling, shipping, Installing and bracing. Refer to and 19575. 9 — follow -the edition of BCSI (Building Component Safety Information, by TPI and SHCA) for safety �r TC DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, topchord shall hove ____ properly attached structural sheathing and bottom chord - -- -a,, ,,,, shalt have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 40111 '.10 BC DL PSF DRWG BRCLBSUB1014 /- I, 11=gg shall have bracing installed per BCSI sections B3, 87 or B10, as applicable. Apply plates -to each face 0 0/20 .---.------____.___.__- ___._ �.CI Ili' J of truss and position as shown above and on -the Joint Details, unless noted otherwise. BC LL PSF Refer to drawings 160A-Z for standard plate positions, V, O ^p��.^N AN ITW COMPANY Alpine, o division of ITW Building Components Group Inc shall not be responsible for any deviation from JM/lJ7V�,7�Im/f TOT, LD, this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 9,6(ik•20,1g90 : PSF installation & bracing of trusse A seal on this drawing or cover page listing this drawing,indicates acceptance of professional OL D W' for tOr enr ristrucresponsibility ure iIslthesresponsibili for the osign the Building Designerwn. The aperyANSI TPI Iuse of Sec2s drawing BUR, FAC, 13389 Lakefront Drive any Y Earth City,Mo 63045 For more Information see this Job's general notes page and these web sites, Reams 6/3012017 ALPINE, www.alpineltw,com; TPD www,tpinst.org; SBCA: www.sbcindustry,org; ICC, www.lccsafe.org SPACING Gable Stud Reinforcement Detail ASCE 7-10: 120 mph in Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Dr: 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (ll 1x4 "L' Brace * (1) 2x4 'L' Brace x (2) 2x4 'L" Brace wx <1) 2x6 "L" Brace * (2) 2x6 'L` Brace xalt Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: c #1 / #2 4' 7" 7' 10' 8' 1' 9' 3" 9' 7" 11' 0' 11' 5' 14' 0" 14' 0" 14' 0' 14' 0' Spruce-Pine-Fir Hen-Fir D S14' 0" 14' 0" 14' 0' 14' 0' #3 Stud 1 #3 4' 4' 7' 2' 7' 8' 9' 1" 9' 5' 10' 10' 11' 4' #1 / #2 StStudrd I #3#3 IStStud andard) CD O —F Stud 4' 4' 7' 2° 7' 7' 9' 1` 9' 5' 10' 10' 11' 4' 14' 0` 14' 0' 14' 0' 14' 0' Standard 4' 4' 6' 2' 6' 7° 8' 2' 8' 9' 10' 10" 11' 4' 12' 10' 13' 9" 14' 0' 14' 0' Douglas Fir-Larch Southern PlneC*.w #1 4' 10' 7' 11' 8' 2° 9' 4" 9' 8" 11' 1" 11' 6' 14' 0' 14' 0" 14' 0° 14' 0' #3 #3 1 a S #2 4' 7' 7' 10' 8' 1" 9' 3" 9' 7' 11' 0' 11' 5' 14' 0' 14' 0" 14' 0' 14' 0' Stud Stud #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11° 11' 4' 13' 6' 14' 0" 14' 0" 14' 0" Standard Standard (U DFL Stud 4' 6' 6' 6' 6' 11" 8' 7" 9' 2" 10' 11' 11' 4' 13' 6' 14' 0" 14' 0' 14' 0' Standard 4' 4° 5' 9' 6' 1' 7' 7" 8' 2' 10' 4" 11' 1' 11' 11' 12' 10' 14' 0" 14' 0' Group B: U _ S #1 / #2 5' 3' 8' 11' 9' 3" 10' 7" 11' 0' 12' 7' 13' 1° 14' 0° 14' 0" 14' 0° 14' 0' Hen-Fir > #3 5' 0' 8' 10" 9' 3' 10' 5' 10' 10" 12' 5" 12' 11' 14' 0' 14' 0' 14' 0" 14' 0' #1 & Btr U _ Stud 5' 0' 8' 9' 9' 2' 10' 5" 10' 10' 12' 5" , 12' 11° 14' 0' 14' 0" 14' 0" 14' 0' #1 0J O Standard 5' 0' 7' 6" 8' 0" 10' 1" 10' 9" 12' 5' 12' 11' 14' 0" 14' 0' 14' 0" 14' 0' Dou,las Fir-Larch Southern Pinem #1 5' 6' 9' 1" 9' 5' 10' 8' 11' 1' 12' 8' 13' 2" 14' 0' 14' 0" 14' 0° 14' 0' #1 #1 S D #2 5' 3' 8' 11" 9' 3' 10' 7" 11' 0' 12' 7° 13' 1' 14' 0' 14' 0" 14' 0' 14' 0' #2 #2 #3 5' 1" 7' 11" 8' 5' 10' 6° 10' 11' 12' 6' 13' 0' 14' 0' _ 14' 0" 14' 0' 14' 0' QJ i F L Stud 5' 0° 7' 11' 8' 5° 10' 6' 10' 11" 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SPB (Stress-Rated Board). Standard 5' 0` 7' 0' 7' 5' 9' 4" 10' 0° 12' S° 12' 11' 14' 0" 14' 0" 14' 0° 14' 0' 'x"For 1x4 So, Pine use only Industrial 55 or (� Industrial 45 Stress-Rated Boards, Group B I� #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these trades, d - S D 1 #3 5' 6' 9' 8" 10' 1' 11' 6° 11' 11' 13' 8° 14' 0° 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: L- U _F F Stud 5' 6' 9' 8' 10' 1° 11' 6' 11' 11" 13' 8" 14' 0' 14' 0' 14' 0` 14' 0' 14' 0' Wind Load deflection criterion Is L/240, O r Standard 5' 6' 8' 8° 9' 3" 11' 6' 11' 11' 13' 8' _ 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' Provide uplift connections for 70 plf over x #1 6' 0' 10' 0" 10' 4" 11' 9' 12' 2' 14' 0' 14' 0` 14' 0" 14' 0" 14' 0' 14' 0° continuous bearing (5 psf TC Dead Load). d S D #2 5' 9° 9' 10' 10' 2' 11' 7" 12' 1' 13' 10' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0" Gable end supports load from 4' 0' outtookers #3 5' 8' 9' 2' 9' 9" 11' 6° 12' 0" 13' 9" 14' 0" 14' 0' 14' 0' 14' 0" 14' 0' with 2' 0' overhang, or 12' plywood overhang, --, i F L Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0" 13' 9° 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' Standard 5' 8' 1" 8' 7' 10' 9" 11' 6° 13' 8' 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' About rr,- Attach 'L' braces with l0d (0,128"x3,0' min) nails. Gable Truss r( 1 © For (1) 'L' brace: space nails at 2' o.c. in 18' end zones and 4' o.c. between zones, Diagonal brace option: �AS **For (2) 'L' braces space nails at 3' 0,0. vertical length may be j T in 18' end zones and 6' o,c. between zones, doubled when diagonal 18" )1E L 0 'L' bracingmust be a minimum of 80% of web brace is used, Connect �r .7 member length, gth, diagonal brace for 385# "L" L at each end. Max web BraceGable Vertical Plate Sizes total length Is 14'. 41100 Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal 'r- — 1 Greater than 4' 0', but Vertical length shown brace) single less than 11' 6' 2X4 in table above. or double cut 18' © © Greater than 11' 6' 3X 4 45" (as shown) at L_ 1 upper end. 0 .� �. .� I'h FI- ' I U © + Refer to common truss design for l� n ` peak, splice, and heel plates. ontinuous Bearing 4� Refer to the Building Designer for conditions Connect diagonal at ��,,,...(((�� midpoint of vertical web, Refer to chart above for M. Pv- •C length, not addressed by this detail. wIWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI `�� rt I N F ^ttiS, ■wIMPORTANTes FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, &� p REF ASCE7-10-GAB12030 Trusses require extreme care In fabricating, handling, shipping,Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety 19575 T DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. ., Unlessallnoted otherwise, tap chord shall.have properly attachedswn o structural aeetaing and bottom chord �r DRWG A12030ENC101014 ,�,� shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs hI \ I shall hove bracing Installed per SCSI sections 83, B7 or BID, as applicable. Apply plates to each face a. ""-j /�J [I I, 0 I of truss and position as shown above and on the Joint Details, unless noted otherwise. 0 i/20 /� L f L_ u l , Refer to drawings 160A-z for standard plate positions. Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, O5 t! Installation & bracing of trusses. �� +R 20,1g90 �•4 MAX. TOT. LD. 60 PSF A 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 O 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. LD w Earth City,MO 63045 For more Information see this Job's general notes page and these web sites. ALPINE. www.alpineitw.conl TPI. www.#pinst.orgi SBCA, wwwsbcindustry.orgl ICC' www.iccsafe.arg MAX. SPACING 2 4,0" Gabe De Lai ( For Let—in Verticals Gable Truss Plate Sizes Abo Sym.ut4 © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. Ir . +®Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web, WI 2X4Examplesi2X4 ri d 2X8Reinforce eat Attachment Detail "T" Reinforcing 'T' Reinforcing iMember Member © Te-Wait - Or - End-nail • ii. i IS �, �1 , © © To convert from "L' to "P reinforcing members, Provide connections for uplift specified on the engineered truss design, multiply "P increase by length (based on appropriate Alpine gable detail). Attach each 'T` reinforcing member with End Driven Nails Maximum allowable "T" reinforced gable vertical l0d Common (0.148"x 3.",min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords, "P reinforcing member material must match size, Rigid Sheathing Toenailed Nails specie, and grade of the "L' reinforcing member. 10d Common (0.148"x3',min) Toenails at 4" o.c, plus Web Length Increase W/ "T" Brace 4 Nails '� C4) toenails in the top and bottom chords. "T' Reinf. "T" •T' This detail to bei used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. Member 2x4 30 ASCE 7-OS Gable Detail Drawings Example: 2x6 20 A13015051014, A12015051014, 411015051014, 410015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1,00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"o.c. SP #3 4' o.c. A11515ENCIOl0I4, AI2015ENC101014, A14O15ENC101014, A16015ENC101014, "T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENCIO1014, A20015END101014, A20015PED1D1014, "T' Brace Increase (From Above) = 30% = 1.30 A1153OENC1OIO14, A1203OENC101OI4, A14030ENC101014, A1603OENC101014, (1) 2x4 "L' Brace Length = 8' 7' A1803OENC101014, A2003OENC101014, A2003OEND101014, A2003OPED101014 Maximum "T" Reinforced Gable Vertical Length See a ro riate Al ne 1.30 x 8' 7" = 11' 2" ;;77 PP P p' gable detail for maximum unreinforced gable vertical length. 4 Nails Ceiling wwVARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI /w.% RO, of L�� A wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. v C ` REF- LET—IN VERT Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and 19575 'y _.__-__ follow the latest edition of BCSI (Building Component Safety Information, by WI and SBCA) for safety " rDATE 10/01/14 t • practices prior o performing these functions. Installers shall provide temporary bracing per BCSI, .410 t Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord ---.0 `shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs / DRWG GBLLETIN1014 �I f it= l shall hove bracing installed per BCSI sections B3, B7 or BIO,as applicable. Apply plates to each face 3020 7 ___—__---___--_--------- 4'1-1 1 \\��i of truss nntl position ns shown above nntl on the Joint Details, unless noted otherwise. /-� Refer to drawings 160A-Z for standard plate positrons. 3^/�py}C7�.�/9Ni AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 0J/.7v, 1 1 this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, '�w '100 2019®e ," MAX, TOT, LD, 60 PSS installation & bracing of trusse O A seal on this drawing or cover page listing this drawing,indicates acceptance of professional ) D w engineering responsibility solely for the design shown. The suitability and use of this drawing I. DUR, FAC, ANY 13389 Lakefront Drive for any structure is the responsbfity of the Building Designer per ANSI/TPI I Sect. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites: Reeewe6130/2017 MAX, SPACING 24.0" ALPINE: www.alpineltw.com; TPI, www.tpinst.orgi SBCA: wwwsbcindustry.org; ICO www.lccsafe.org ASCE 7-10: 120 mo -), 30Mean -eig-rt, Closeo, Exoosure C Common Resicential Goole Inc Wino Bracing Requirements - Stiffeners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30f t, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater' than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5,0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Boti Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails. to stiffback with 10d box or gun (0.128" x 3", min.) nails @ 6" o.c, x ' 111111111 I — 2X4 Blocking - nailed to • 45° sheathing and —il - 24' Max —_ each truss (Typ) Ill ` — •-I ' HIII 2X4 DF-L #2 H/2 or better 1 diagonal brace, Attach each end X - for 560#, _ V X r ti - - - - � - - - / / / / /ontinuous Bearing/ / / / / / / - 2x6 #2 Stiffback attached to each '(�_E,OPROpk. Stud w/ (4) 10d box or gun (0,123" X 3", min,) nails, kGIN p� ■wWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI � '4 ,A waIMPORTANTww FURNISH THIS DRAWING TEl ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 7 REF GE WHALER Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and t (� -- -- follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety � DATE 10/01/14 practices prior -to performing these functions. Installers shall provide temporary bracing per BCSI. ./ Unless noted otherwise, top chord shalt hove properly attached structural sheathing and bottom chord I .� DRWG GABRST101014 _ shalt have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs ,1=(� (7 I shall hove bracing installed per BCSI sections 83, B7 or 210,os npplicnble. Apply plates to each face EG 7 _ __ 72'1114i ) \\w l�) of truss and position as shown above and on the Joint Details, unless noted otherwise. OREGON / —i_ �.1 ReferAlto drawings 1600-Z for standard plate positions. `3J3O/17 AN ITW COMPANY pine, s division of ITW Building Components Group Inc. shall not be responsible for any deviation from 1 this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, '9 -0.20,19- t installation 4 bracing of trusse ROAD W_N�GP MAX. TOT, LB. 60 PSF A 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 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2, Earth City,MO 63045 For more information see this general page and these web sites Renews&382017 ALPINE: www,alpineltw.com; TPD www.tpl st.org; SBCA�www.sbcindustry,org; ICC' www.lccsafe.org MAX. SPACING I Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x413 race (1) 1x4 'L° Brace ;w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace w*l (1) 2x6 "L" Brace x (2) 2x6 ^L' Brace we Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6° 12' 0" 14' 0" 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hen-Fir S #1 / #2 Standard #2 Stud #3 4' 7" 7' 9' 8' 3' 9' 7' 9' 11' 11' S" 11' 10' 14' 0' 14' 0" 14' 0' 14' 0' #3 Stud #3 Standard CD U I i r Stud 4' 7' 7' 8' 8' 2° 9' 7" 9' 11' 11' 5" 11' 10" 14' 0' 14' 0' 14' 0" 14' 0° 0 fH F Standard 4' 7" 6' 7" 7' 0° 8' 10' 9' 5" 11' 5' 11' 10' 13' 10' 14' 0° 14' 0' 14' 0° Douglas Fir-Larch Southern Pine*** 0) #1 5' 0' 8' 4' 8' 7" 9' 10' 10' 2" 11' 8" 12' 1" 14' 0" 14' 0' 14' 0' 14' 0" #3 #3 SD #2 4' 10' 8' 2' 8' 6' 9' 8" 10' 1' , 11' 6' 12' 0" 14' 0' 14' 0' 14' 0' _ 14' 0' Stud Stud Standard Standard #3 4' 8' 7' 0° 7' 5' 9' 3° 9' 11' 11' 5' _ 11' 11" 14' 0" 14' 0° 14' 0' 14' 0' 'cs (u D F L Stud 4' 8' 7' 0' 7' S" 9' 3° 9' 11' 11' 5' 11' 11' 14' 0' 14' 0° 14' 0' 14' 0" Standard 4' 7" 6' 2" 6' 7' 8' 2" 8' 9" 11' 1" 11' 10" 12' 10' 13' 9' 14' 0" 14' 0' Group B: U _ r #1 / #2 5' 6` 9' S" 9' 9" 11' 1' 11' 6° 13' 2' 13' 9' 14' 0" 14' 0° 14' 0' 14' 0' Hen-Fir r #3 5' 3' 9' 3' 9' 9" 10' 11° 11' 4' 13' 0' 13' 7° 14' 0" 14' 0° 14' 0' 14' 0' #1 & Btr c U H F Stud 5' 3° 9' 3' 9' 7" 10' 11' 11' 4" 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0° #1 I Standard 5' 3' 8' 1' 8' 7' 10' 10" 11' 4" 13' 0° 13' 7' 14' 0' 14' 0' 14' 0° 14' 0° QJ Q Bout,las Fir-Larch Southern Pine:•wK #1 5' 9' 9' 6' 9' 10^ 11' 3' 11' 8° 13' 4' 13' 10° 14' 0' 14' 0' 14' 0" 14' 0' 1111111011111. #1 Sp #2 5' 6" 9' 5" 9' 9" 11' 1' 11' 6' 13' 2' 13' 9' 14' 0" 14' 0' 14' 0' 14' 0' _ 111111111531111111111 #2 #3 5' 5° 8' 6" 9' 1' 11' 0' 11' 5' 13' 1" 13' 8" 14' 0" 14' 0" 14' 0' 14' 0" .19 1x4 Braces shall be SRB (Stress-Rated Board). r 1 DFL Stud 5' 5' 8' 6' 9' 1" 11' 0" 11' S` 13' 1" 13' 8' 14' 0' 14' 0° 14` 0' 14' 0` ilseFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6" 8' 0' 10' 0' 10' 9' 13' 0" 13' 7° 14' 0" 14' 0° 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B O #1 / #2 6' 1' 10' 4" 10' 8' 12' 2' 12' 8' 13' 2" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d - S f- f #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: LD U HF Stud 5' 9' 10' 2' 10' 7" 12' 0" 12' 6' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0" 14' 0' Wind Load deflection criterion is L/240, O Standard 5' 9" 9' 4" 9' 11' 12' 0' 12' 6' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over x #1 6' 4' 10' 6' 10' 10° 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load), SP #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8" 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' Gable end supports d C toad from 4' 0' outlookers #3 5' 11" 9' 10' 10' 6' 12' 1' 12' 7° 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. ID F L Stud 5' 11° 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" _—1 Standard 5' 9_ 8_8_ 9' 3' 11' 7_ 12' 5' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0" 14' 0' Syron ►^ Attach 'L' braces with 10d (0,128°x3.0" min) nails. - '-- — - ' --- — About j r.----- -- - �� Gable Truss �� " I © NE For (1) 'L' brace: space nails at 2' o.c, in 18' end zones and 4' o.c. between zones. Diagonal brace option �_ ' 31(*For (2) `L' braces: space nails at 3' o,c. vertical length may be 4:_ in 18' end zones and 6' o.c. between zones, doubled when diagonal 18" 'L' bracing must be a minimum of 80% of web brace is used. Connect L _ lls1114:111n © nember length,diagonal brace for 335# "L^ at each end. Max web Brace ;� GableVerticalPlate Sizes total length Is 14'. �._,_ jIE',IE Vertical Length No Splice 2x4 DF-L #2 orLessthan4' 0' 1X4 or 2X3 better diagonal '� Greater than4' 0', but 2X4 Vertical length shown brace; single 18, less than 11' 6' In table above, or double cut I ` + Greater than 11' 6' 3X 45' (as shown) nt / L_upper end. !/^1 IF�1 FI �I FIFI F� 111 I� �7 + Refer to common truss design for lJ L C 0 nLI 11 -Lf IJ/ pek, splice, ndheelplates.111/; / / / / conting Refer to the Building Designer for conditions li Connect diagonal at I P � not addressed by this detail. midpoint of vertical web. Refer to chart above for m. . - �ti. -ngth, wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING C7t N p w� ■wIMPORTANT�w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� G eo 3A REF ASCE7-10-GAB12015 Trusses require extreme care In fabricating, handling, shipping,installing and bracing. Refer to and 19575 Y follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. r w _ Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord - - shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG A12015ENC101014 (((�� II shall have bracing Installed per SCSI sections B3, B7 or BID, as applicable. Apply plates to each face — �U i)-II\\ It I i, of truss and position as shown above and on the Joint Details, unless noted otherwise. 0 30/20 ILII \wi' t Refer to drawings 160A-2 for Standard plate positions- //��p�///rrr AN ITW COMPANY Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from /� Oq�.�7}ARN this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Y• J .SV / MAX, TOT. LB. 60 PSF Installation & bracing of trusses, 9 Vim!°20,19� A 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 01.D ,•," 13389 Lakefront Drive Iii any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. 4 •* Earth City,MO 63045 For more Information see this Job's general notes page and these web sites MAX. SPACING 24,0" ALPINE: www.alpineitw.com) TPI, www.tpinst.org) SBCA: www.sbcindustry.org) ICC, www.iccsafe.org Rearm 6/3o(2017 X - 13 - rave D e cm s Hip Frame B — W4X4, Min. __- _,- II 111111/411111111111111111 III �' II �� Common 24'x- '---__ • - Trusses Typ' III -- w ■ WL5X3 ��_NI Typ IIIIIIIIIIIIIIIIPA • 1 Il IIIIIIIIIIIIIIIIIIIWAIIIIIIEIIIIOIVJIIIIIIIIIIIIIIIII a Stepped Hip 1111111 2x4 Purlins ��i�i� I��i��`�� System Trusses 2x4 Chords d . . . Ilik\Set 4 6i'iiii,Il I 1 I ie.% _■■I �1ididi IMI__.nf►�.d1 A back : .111191 isipmeemigraiirm L � #1 H i p a_��.G_.,!� Pitched and Sheathed aamiaa1b11ja� Chord Area Hip Frame � 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") jimIr 1 nails @ 6" o,c, maximum spacing. Hip frame stops at plumb cut of Iti // Hip Frame jacks to maintain pitch continuity, �/ S e C O n B — B 4( Hip frame lumber is SPF, So, Pine, HF, �. or DFL Standard, Stud grade, or better. 7 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, - - - - - - Step purlins must be intact and properly attached, Setback Systeped Truspses 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 Toy�`P�e r�F,� aurlins, 14. ■wWARNINGiww READ AND FOLLOW ALL NOTES THIS DRAWINGI 4n SCINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 19575 `� Z REF HIP FRAME Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and7 , --- --- -- follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety �r DATE 10/01/14 practices prior -to performing these functions. Installers shall provide temporary bracing per BCSI, Unless noted otherwise, topchord shall haveproperly sheathingattached structurallateral and bottom chord � � - _> .,. shalt haven properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs �� DRWG HIPFRAME1014 IItI'JI\�\\��ILnJ11 shall have bracing installed per BCSI sections 83, B7 or 110, as applicable. Apply plates to each face 0 0/20 _ / I Rf eruto and oIngs I60ion asZ shown naboveand on the positions,Joint Details, unless notedpotherwise, 035 , 9N J I Refer to drawings 160A-Z for standard plate Alpine, a division of ITW BuildingComponents GroupInc. shall not be responsible for any deviation from AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI I, or for handling, shipping, 9 +q 20 1994 �/_ installation 8. bracing of trusse A seal or this drawing or cover page listing this drawing.Indicates acceptance of professional -101.0 W.N engineering responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec2. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites Renews 6/30/2017 ALPINEr www,alpineltw.com; TPI; www.tpinst,org; SBCA; wwwsbcindustry.org; ICC' www,lccsafe,org Diggyoack Detail - ASCE 7-10: 115 mph, 30' Nean Height, Encloseo , Exoosure C, <zt=100 Up to 115 mph wind, 30.00 ft Mean Hgt, ASCE 7-10 Maximum truss spacing Is 24" o,c, Enclosed Bldg., locatesd anywhere in roof', Detail Is not applicable if cap supports additional loads such as Exp C, Wind DL= 5,0 psf (min), Kzt=1.0, cupola, steeple, chimney or drag strut loads. Note, Top Chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends, we Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications, Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0,135"x3,5"). Attach purlin bracing to the flat top chord Flat Top Chord <= 12' using (2) 16d box nails (0.135"x3,5"). 12 X12" min rigid sheathing overlap (24" continuous • length, no joints) with 8d common (0,131"x2,5") Up to 12 or gun nails in overlap zone spaced at 4" o.c, SIE LXI 1X1 T>',,Purlin S.acin. = 24" o,c, Max. / Flat top chord purlins required at both ends and at 24" max o,c, spacing in between. r iso PRGFF wwW ARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! �7 S� REF PIGGYBACK wwIMPDRTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ui „,GINE.,, 'O 0$k A I� -- Trusses require extremen care In fabnicating, handing, shipping, oiand bracing, )Refer to and 19575 -9 DATE 10/01/14 follow the latest edition of HCSI (Building Component Safety Information, by TPI and SBCA) for safety r practices prior to performing 'these functions, Installers shall provide temporary bracing per BCSI. �1 ___ __ ______ Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord DRWG PB115101014 ”" ,,, shall hove a properly attached rigid ceiling, Locations shown for 4111. � �� > P P Y 9permanent lateral restraint of webs /� {Na I shalt hove bracing installed per BCSI sections B3, B7 or BIO, as applicable, Apply plates to each face __ /� �I i�- I ;r of truss and position as shown above and on the Joint Details, unless noted otherwise. 0 0/20 7 ILI, I Refer to drawings 160A-Z for standard plate positions. O Alpine, a division of 11.1d Building Components Group Inc. shall not be responsible for any deviation from 9PROCIP1 .1 AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, co Installation l bracing of trusse '9w -n 20 1 0 A seal on -this drawing or cover page Usting this drawing,indicates acceptance of professional I� engineering responsibility solely for the design shown. The suitability and use of this drawing OCD W w 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2, Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, ALPINE www.alpineitw.com; TPG www.tpinst.org; SBCA, wwwsbcindustry.org; ICC, www.lccsafe,org Renews 8/3012017 SPACING 24.0" )iggyoac-< Detail - ASCE 7-10: 160 mph, 30' Mean Height, Encloseo , Exposure C, <zt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere in roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1,0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere in roof, Exp 11, wind DL= 5.0 psf (min), Kzt=1,0, Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins, The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24" o,c, detail Is not applicable if cap supports additional loads such as cupola, steeple, chimney or drag strut toads, _ww Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications, "Detail A ; Purlin Spacing = 24" o,c, or less 12 Piggyback cap truss slant nailed to all top chord Purlin bracing with (2) 16d box nails (0,135'x35') and secure p Up to 12 V (1 side only ateachrwith end) tta attached with scab h 2 rows of 10d box nails (0.128"x3") at 4" o,c, 4' 2' .�� .` 4' Attach purlin bracing to the flat top chord 2 �� - ., using (2) 16d box nails (0,135"x3.5"), x:10 ,-., ��: %�.• " Purlin Spacing =/ / , :�, The top chord #3 grade 2x4 scab may be replaced P 9 •p with either of the followings (I) 3X8 Trulox 24" o.c. max plate attached with (8) 0.120'x1,375" nails, (4) into cap TC & C4) into base truss TC or (1> 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with Top Chord Scab (Typical Each End) Flat top chord purlins required at both (4> 0.120'x1.375" nails. Note, Nailing thru holes of ends and at 24' max o.c. spacing in between. wave plate is acceptable, 2 a l B Purlin S acing > 24" o,c, - * In addition, provide connection with_one of the following methods Piggyback cap truss slant nailed to all top chord purlin Trulox bracing with (2) 16d box nails (0,135°x3,5') and secure top Use 3X8 Trulox plates for 2x4 chord member, and chord with 2x4 #3 grade scab (1 side only at each end) 3X10 Trulox plates for 2x6 and larger chord attached with 2 rows of lOd box nails (0.128"x3") at 4' o.c, members, Attach to each face @ 8' o,c. with (4) 0,120'x1,375" nails into cap bottom chord and (4) 12 Attach purlin bracing to the flat top chord in base truss top chord, Trulox plates may be usIng a minimum of (2> 16d box nails (0,135"x3,5"). staggered 4' o,c. front to back faces. U p t o 12 -— ------- --- -- APA Rated Gusset 8'x8'x7/16" (min) APA rated sheathing gussets (each face), Attach @ 8' ac, with (8) 6d common (0,113"x2`) nails per gusset, (4> in cap bottom 4' 2' chord and (4) In base truss top chord. Gussets ...�0 Q (1 .., 4' may be staggered 4' ac_front to back faces, 2' ��‘�rj! ut \ uz // !o. 2x4 Vertical Scabs y�� . 2x4 SPF #2, full chord depth scabs (each face), ��8. •// ...�;�4. per scab, @ 8' o.c. with (6) lOd box nails (0.128°x3") �•• �-- basestruuss3top chord�ttom Scabshmayy bed staggered 4' o,c, fron_t_to back faces, Purlin Spacing > 28PB Wave Piggyback Plate --------------' 24' 0.0. max One 28PB wave piggyback plate to each face TopChord Scab (TypicalFull @ 8' o,c, Attach teeth to piggyback at time of Each End) Chord Flat top chord purlins required at fabrication, Attach to supporting truss with Depth both ends, purlin spacing > 24' o,c. (4) 0.120'x1.375" nails per face per ply. Note, If purlins or sheathing are not specified on the flat topof the base Piggyback plates may be staggered 4' ac front �Q PROF to back faces, truss, purling must be installed at 24' o.c, max. and use Detail A. V. FSS —__— ___--__—__-_______.—_---------- 41:17., --——_ ewWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI wwIHPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C9 aC' N FVC �w REF PIGGYBACK Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and 19575 9 ------------ follow the latest edition of BCSI (Building Component Safety Information, by WI and SBCA) for safety r DATE 10/01/14 practices prior to performing these functions. Installers Shall provide temporary bracing per BLS]. , /t Unless noted otherwise, topchord shall have ---------properly sttanhed structural sheathing and bottom chord DRWG PB160101014 ,M shall haven properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs n I ��_�f� fi shalt have brncing installed per SCSI sections B3, B7 or H10, as applicable, Apply plates to each face 10/A. � �� IL�IILI�I IIIJII\\\\�ILJII ---_-..—._.._--_—_____—_— _ o eruto drd positron as forwn shove and on the Joist Details, unless noted otherwise. 0 0/20 L Refer to drawings 160A-Z for standard plate positions. 0 AN ITW COMPANY Alpine, ° 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 & bracing of trusse 4,)�aQ•20,1990 G A seal on this drawing or cover page listing this drawing, indicates acceptance of professional O V engineering responsibility solely for the design shown. The suitability and use of this drawing CO ,•)w N 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. r. Earth City,MO 63045 For more information see this Job's general notes page and these web sites, ALPINE, www.alpineitw.com; 1PIi www.tpinst.org; SBCA, www.sbcindustry.org; ICC, www.iccsafe.org Renewe813012017 SPACING 24.0"