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tif CP 1% V 4 Alpine, an ITW Compact 8351 Rovana Circle Sacramento,CA 95828 (916)387-0146 DEG 1 3 2017 017 Page 1 of 1 Document ID:1W6H7175Z1405072254 UR or T GA D Truss Fabricator: Truss Components of Oregon J �C' 5 Job Identification: 1115073--PARR FOREST GROVE -Riverside 2885 B Roof las -- mae ' aeaY , OR '.x Model Code: IRC Truss Criteria: 1 RC2012/TP I-2007(STD) ED PRoFFS Engineeringsoftware: Alpine proprietary truss analysis software. Versions 16.01, Truss Design Loads: Floor - 42APSF @ 1.15 Duration G�5 ��yG IN E `r/0 X11/ 83294PE p Wind - 120 MPH (ASCE 7-10-Closed) Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of "AC 4 `ZLY 14,20 e, record, as defined in ANSI/TPI 1. es Tai � 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 RtK-I 2018 Details: HIPFRAME-HIPFRAME-12030EC1-GBLLETIN-GABRST10-12015EC1- Submitted by RTT 07:20:42 12-05-2017 Reviewer: JCJ $ $ 12/05/2017 # Ref Description Drawing# Date 1 02145--BG 17338134 12/04/17 2 02146--B 17338106 12/04/17 3 02147--BGE 17338117 12/04/17 4 02148--A2GE 17338125 12/04/17 5 02149--A2 17338126 12/04/17 6 02150--A2G 17338128 12/04/17 �� 7 02151--Al 17338107 12/04/17 8 02152--A 17338132 12/04/17 9 02153--AGE 17338133 12/04/17 10 02154--SDG 17338124 12/04/17 11 02155--SDG1 17338129 12/04/17 12 02156--GGE 17338110 12/04/17 13 02157--G 17338113 12/04/17 14 02158--G1 17338122 12/04/17 15 02159--G2 17338121 12/04/17 16 02160--G3 17338120 12/04/17 17 02161--CGE 17338135 12/04/17 18 02162--CG 17338136 12/04/17 19 02163--FGE 17338112 12/04/17 20 02164--HGE 17338138 12/04/17 21 02165--HG 17338114 12/04/17 22 02166--X 17338130 12/04/17 23 02167--X1 17338131 12/04/17 24 02168--EJ1 17338116 12/04/17 25 02169--EJG 17338123 12/04/17 26 02170--IGE 17338109 12/04/17 27 02171--J 17338111 12/04/17 28 02172--I 17338108 12/04/17 29 02173--K 17338127 12/04/17 30 02174--SJ1 17338119 12/04/17 31 02175--SJ2 17338115 12/04/17 32 02176--SJ3 17338118 12/04/17 33 02177--SJ4 17338137 12/04/17 34 02178--FT1 17339003 12/05/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - BG ) -op chord 2x4 DF-L #1&Bet. 4 COMPLETE TRUSSES REQU 1 RED lot chord 2x6 DF-L 2400f-2.OE :B2 2x6 HF SS: Webs 2x4 HF Std/Stud :W7 2x4 HF #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. ipecial loads Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 plf at 0.00 to 71 plf at 17.33 Repeat nailing as each layer is applied. Use equal spacing TC- From 71 plf at 17.33 to 71 plf at 34.67 between rows and stagger nails in each row to avoid splitting. BC- From 7 plf at 0.00 to 7 plf at 34.67 In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0" BC- 1137.54 lb Conc. Load at 0.73, 2.73, 4.73, 6.73 length wood screw at each joint location. 8.73,10.73,12.73,14.73,16.73,18.73,20.73,22.73 4" o.c. spacing of nails perpendicular and parallel to BC- 3386.07 lb Conc. Load at 24.97 grain required in area over bearings greater than 4" BC- 1401.64 lb Conc. Load at 26.73,28.73,30.73,32.73 120 mph wind, 21.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Lind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. Calculated vertical deflection is 0.52" due to live load and 0.52" due to dead load at X = 21-2-11. IT PLATE LATERAL CHORD lo SIZE SHIFT BITE NOTE: THIS TRUSS MAY NOT BE REPAIRED AND MUST BE REPLACED 5] W3X5 S 2.75 IF IMPROPERLY INSTALLED OR DAMAGED. 8] W5X5 3.50 L 1.25 :12] W5X5 3.25 R 1.25 ;13] W5X5 3.50 L 1.25 :17] W6X8 S 1.75 5X7(8) III ;18] W5X5 3,50 R 1,25 ;19] W5X5 3.25 L 1.25 5X5[8] ; 5X5[23] ;23] W5X5 3,50 R 1.25 5X5[13] ; 5X5[18] ;26] W3X5 S 2.75 T 4 r 4 co 3X5 B2 3X5 6-1-4 -7:"..111 _ I I I I l i18-0-0 L 16 4X16(B7R) = 3X5[5] III 5X7= 5X5[12] -- 6X8[17] = 5X5[19} = 5X7= 3X5[26] III H0514--= H0514= 4X16(B7R) 1‹.----4-9-5 >I< 4-11-1 al< 3-10-11-4E-3-8-15 4, 3-8-15--4E-3-10-11 >< 4-11-1 4F< 4-9-5-H L. 17-4-0 L 17-4-0 J lac 34-8-0 Over 2 Supports R=12126 U=715 W=5.5" R=13224 U=724 W=5.5" Design Crit: I RC2012/TPI-2007(STD) 02' PR�fiF`S 'LT TYP. 20 Gauge HS,Wave FT/RT=2% 0% /4 0 16.01 .!� �/ ( ) ( ) � L� r 8V , OR/-/1/-/-/R/- Scale =.1875"/Ft, vss Components of Oregon (503)357-3118 eeAARNING1.. aero AND FOLLOW ALL NOTES ON THIS DRIBIINGI G 825 N 4th Ave,Comelius OR 97113 a.IIPORmamma FURNISH THIS DRAWING To ALL CONTRACTORS aroma Tie INSTALLERS, �^,'�TC LL 25.0 PSF REF 87175- 2145 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow Rei the latest edition of BCSI (Building Component Safety Information, by TPI and STCA) far safety practices prior /' DL 10.0 PSF DATE 12/04/17 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 :C DL 7.D PSF 'V rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 12�osnol7 DRW CAUSR7175 17338134 ,4 L_���� actions B3. B7 or as applicable. Apply plates to each race of truss and position as shown above and on the Joint..tails, uniass noted athorwise. Refer to drawings tBOA-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a clivi Sion or ITY Building Coilponen s Group Inn:. shall not ba respornsfble War any deviation Tran this OREGON awing, any failure to build the truss In conformance with ANSI/TPI t, or for handling, shipping, µ AN ITW COMPANY drawing, .bracing of trusses. 11 �tY 14,2O TOT.LD. 42.0 PSF SEQN- 38976 A wt on this drawing Sr cover PRP listing hole drawing, indicates sommptmnos of professional ahpineerlrhp t r..paaibi ilty solely Pb.-the Mips sheen. The suitability And use of this drawing for any structure tt th.responsibilityth ),9 r`-` OURFAC 8351 Rovana Circle responsibility of e Building D..lgner per ANSI/Tel T s.e.2. Ta . . 115 FROM BB c �i Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: .)RFF- 1 WBH7 1 7 5 7 1 4 ." .-. ._... ,a,. .._..- , .,r... ........ o.........,.1 AvAnran4a SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - B ) "op chord 2x4 HF #2 120 mph wind, 20.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, 'or dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 3X5110030:5=-=--.3X5= ' 1 .5X4 1 .5X4 4 —I4 6-1-4 Adigill11111111b�7� BB _ ' �` +18-0-0 3X10(61) = 3X5= 3X7= 4X5= 3X5= 3X10(81) 1-6-0 E J l< 6-3-930-14 1I 5-6_1 l 8-3- -6-1 3- -fi-1 ›Ic 5-6-8-3-2�— 5-6 1 I_ 9-0-643-13 =1 L 17-4-0 ...J— 17-4-0 J Fr 34-8-0 Over 2 Supports R=1588 U=64 W=5.5" R=1588 U=64 W=5.5" RL=71/-71 Design Crit: 1RC2012/TPI-2007(STD) OL PROpW 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.'i 1 1�/ CON F • OR/-/1/-/-/R/- Scale =.1875"/Ft. -uss Components of Oregon (503)357-2118 "WARN1NRIee READ ANO FOLLOW ALL NOTES ON THIS LIMING! 0F,p 825N4t Ave,Cornelius OR97 13 "IWFGWrA1m• FURNISH THIS DOWNING TO ALL INCLUDING ININg TIE INSTALLERS. tel(/ 83294PE p TC LL 25.0 PSF REF R7175- 2146 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fallow DL 1 0.0 PSF DATE 12/04/17 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 BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and lotion chord shell have a properly attached :tr DL 7.0 PSF DRW CAUSR7175 17338106 rigid tel Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 �L��0 L . sections B3, B7 or 810, s applicable. Apply plates to each face of trussand position as shown above and on Jthe Joint Details. unlessnoted otherwise. Refer to drawings 100A-Z forstandardplata positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of 11W Building Components Group Inc. shall not be responsible for any deviation from this y drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY Installation a bracing of trusses. `SLY 14,2a� r TOT.LD. 42.0 PSF SEQN- 117627 A seal on this drawing or cover page listing this drawing, Indicates acceptance or professional engineering �� ell Tar��� responsibility solely T)r the design sheen. The suitability and pea of this drawing For any structure Is the 8351 RovanaCircic responelbl llty of the Building Designer par ANSI/TPI 1 sees, s DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ,. ........ a19Tr1040 SPACING 74.0" 1RFF- 1W6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - BGE ) "op chord 2x4 HF #2 120 mph wind, 20.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. iee DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member )racing requirements. design. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. "russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :e=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. "russ designed to support 1-6-0 top chord outlooker span and :ladding load not to exceed 5 PSF one face, and 24" span )pposite face. Top 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 Mowed within 12" of notches. Do not notch in overhang or heel panel . 5X5= 4 ///• 4 6-1-4 -1 r. 18-0-0 L 3X5(A1) = 5X5==- 3X5(A1) 1-6-0 1-6-0 t I_ 17-4-0 —I, 17-4-0 -J k34-8-0 Over Continuous Support >I R=149 PLF U=8 PLF W=34-8-0 RL=3/-3 PLF lots: All Plates Are 1 .5X4 Except As Shown. Ep PROfi Design Crit: IRC2012/TPI-2007(STD) .65� rS's, 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.Ii01 N FF �Oa OR/-/1/-/-/R/- Scale =.1875"/Ft. Met1ARNINGimw READ AND FOLLOW ALL NOTES OW THIS aRRNINGl 83294PE TC LL 25.0 PSF 8 5 Notponve, of Cornelius 971157-_ll8 a•IIPQRANfaa FURNISH THIS DRAWING to ALL ccs RAOTDRs INCLUDING THE INSTALLERS. 82sN4thAve,ComeGusoR97u3 Trusses require extreme care In fabricating, a► �,,, REF x7175- 2147 handling, shipping,rmaInstalling and) for s. Refer to and follow C IL 10.0 PSF DATE 12/04/17 the latest edition of ACSI (Building Component Safety Information, by 7P1 and WTCA) for safety practices prior o performing Chase functions. Installers shall provide temporary bracing per Res'. Unless net.,otbem ase, top shard shall have properly attached structural sheathing and bottan chord shell have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17338117 , I r r0[1 N E secthe Joionsnt BD Details, or unless as noteappld other Apply plates each race of for and rd plateition as shown above and on I'LIh J the point oi division.,Dias atad bngaCompo gafar to Inc.drawSha lgnot far standard plata ny de ias. ti OREGON C LL 0.0 PSF CA-ENG BFR/RTT Alping, a faiur of ITN build Building truss On Group Inc. shell not be Tor than for any shipping, tram this C tlrawinn, any failure to build the inns In conformance with ANSI/TPI 1, or for handling, sM1l ppi,g, w AN ITWCOMPANY installation a bracing of trusses. G f�tr 14,26 0 TOT.LD. 42.0 PSF SEQN- 117628 A.pal ib this deeming or new,sign shoos, this drawing,l indicatesof this dr of prfora ylMll ucreIsengineering it See/I Tan OUR.FAC. 1 .15 FROM BB responsibility Golly Pb.-thepin Gads.SI.ti. TM TPI Se, and i.e.Uaa of this dralai p for ant,atflsptdr.la LII. 8351 Rovana Circle raapplalblSIty or the Bumping ng DeeSgn.r per ANSI/TPI I S.e.2. Sacramento,CA 95828 For more Information see thls Job's general notes page and these web sites, Renewal 8/3012018 SPACING 24.0" .1RFF- 1WAH7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - A2GE ) 'op chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. ;ee DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member )racing requirements. design. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per Ipplied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :e=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 'russ designed to support 1-6-0 top chord outlooker span and :ladding load not to exceed 5 PSF one face, and 24" span )pposite face. Top 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 Illowed within 121' of notches. Do not notch in overhang or heel panel . 5X5= ) • 4 — - 4 5-10-15 0-6-1 7 J 8 0- 8 d 6 Ti B U 8 4 d ) !./ J/ / J t T 418-0-0 1 3X5(A1) = 5X5---= 3X5(B1) 1-6-0 I. 16-9-0 .,I_ 16-2-10 J H 32-11-10 Over 2 Supports >I R=165 PLF U=11 PLF W=15-6-0 RL=6/-6 PLF R=141 PLF U=5 PLF W=17-5-10 dote: All Plates Are 1 .5X4 Except AsShown.esign Crit: IRC2012/TPI-2007(STD) .<Gits�PROpk„ 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.14y14Et �0 OR/-/1/-/-/R/- Scale =.1875"/Ft. -)ss Components of Oregon (503)357-2I18 **AWNING!" REM AND FOLLOW ALL NOTES EN THIS DRAPING! i(/ 83294PE - TC LL 25.0 PSF ••IIPORnun-• FURNISH THIS DONNING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 82sNathn�e,ColnelinsoR9n13 Trusses require extreme care in fabricating, jr owe.' REF R7175- 2148 handling,fetyI shipping, installing and) fos. Refer to and followC IL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component.Safety Information, by WI and WTCA) for safety practices prior o performing these functions, Installers shall pride temporary bracing per BCSI. Unless noted oherwise, tprovide to chord shall have properly attamed structural sheathing and bottom chord shall have a properly attached i C DL 7.0 PSF to rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 DRW CAUSR7175 17338125 �O` sections 83, B7 or B1o. as applicable. Apply plates to each face of truss a.position as shown above and on Ail II 1 the Joint Details, unless noted otherwi�e. Refer to drawings 1BOA-;•for standard plate positions. OREGON :C LL 0.0 PSF CA-ENG BFR/STT Aspire, a division of ITR Building Collponents Group Inc. shall not be responsible far any deviation from this /\ drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, A AN ITW COMPANY installation a bracing of trusses I� `47::::4 SEQN- ` A teal on this drawing or cover R.R.listing this drawing, Indicate*acceptance of professional englneerirq �t4 @ jj'Tao t0 DUR.FAC. 1TOT.LD. ?1 5.0 PSF FROM BB 117629 responsibility solely fbr the design einem The sultabl I sty and.se of this drawing for any structure Is the 8351 Rotlan8 Circle responsibility or the Building Deelgger per ANSI/IPI 1 sew.2, (+ /� Sacramento,CA 95828 For more information see this Job's general rotas page and these web sites: RWSSWHI 613012018 SPACING 24 I) . .. ..... C I ARFF- 1WFTH7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - A2 ) -op chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 :B2 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, 'or dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 3X5 3X5--- T 1 .5X4 1 .5X4�� 4 4 5-10-15 -. 1A4&11111111 11X11 -1...r- 1411111 Akkimmikk.....- 0-5-12 —/gillailL6\- 18-0-0 B2 3X7(61) = T 3X10(61) = 3X5= 3X7 3X5= 1-6-0 4X5= I` 6-3-8 5-3-12 5-3-12 5-1-12 5-10-0 8-5-6 "I 8-3-10 ).1< 8-3-10 '1 7-11-14 I- 16-9-0 _I` 16-3-8 -J I 33-0-8 Over 2 Supports R=1523 U=69 W=5.511 R=1402 U=56 RL=61/-60 �Ep PROp . Design Crit: IRC2012/TPI-2007(STD) ,t�"G SS 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.41e ,C61N F,$, �O OR/-/1/-/-/R/- Scale =.1875"/Ft. lies Components of Oregon (503)357-3118 "MAPN I NG I ee READ AND RUM ALL TOTES ON THIS O NINGI A 825 N 4th Ave,Comelius OR 97113 °.11FO trANree T91RIIisN TM's DRAWING TO THE ALL CONTRACTORS INCLUDING E INSTALLERS. AY 83294Pr TC LL 25.0 PSF REF R7175- 2149 Trusses require extreme and re In fabricating, handling, shipping, installing and bracing. Refer to afollow ow/- IL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, to chord shall have properly at tached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 DRW CAUSR7175 17338126 ,4��0�= l sections B3, 67 or 610, as applicable. Apply plates to each fans of truss aro position as shown above and on IBJ 7.','"'.°::::::.."77,7:::77.7::7::. Refer to drawings 1BOA-Z for stardertl plate pfsiCions. I enCs Group Inc. ,hall hat be responnible far an„derlatlon pram this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. 4 f?/�y 14,Zoe e' TOT.LD. 42.0 PSF SEQN- 117677 A semi on this droving er cover pays listing this drawing. Indicates eeesptwros of Professional engineering responsibility solely Pb,the design shown. The suitability owl use ef this drawing for ow structure is the ��@"Tar• DUN.FAC. 1 .15 FROM BB 8351 ROv811a Circle remparibliity er the Ruilelnny Designer pr ANSI/TPI 1 See.3, Sacramento,CA95828 For more Information Ree this Job's general rote,page and Lhasa web altar: Renewal 6/30/2018 SPA(:1 N(' 24.0" .JRFF- 1W6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - A2G ) -op chord 2x4 DF-L 2400f-2.OE :T2 2x4 HF #2: 3 COMPLETE TRUSSESREQUIRED I 2 iot chord 2x6 OF-L 2400f-2.OE :B2 2x6 HF #2: i Webs 2x4 HF Std/Stud :W3 2x12 OF-L #2: :W4 2x6 HF #2: Nail Schedule:0.120"x3", min. nails W5 2x4 DF-L Std/Stud: Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) ipecial loads Webs : 1 Row @ 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Repeat nailing as each layer is applied. Use equal spacing TC- From 71 plf at 0.00 to 71 plf at 16.75 between rows and stagger nails in each row to avoid splitting. TC- From 71 plf at 16.75 to 71 plf at 33.04 4" o.c. spacing of nails perpendicular and parallel to BC- From 7 plf at 0.00 to 7 plf at 6.14 grain required in area over bearings greater than 4" BC- From 14 plf at 6.14 to 14 plf at 33.04 BC- 113.87 lb Conc. Load at 2.00 120 mph wind, 21.12 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 2874.12 lb Conc. Load at 4.07 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 8934.04 lb Conc. Load at 6.14 DL=4.2 psf. land loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 7] W6X12 S 4.00 [ 8] W4X12 S 1.25 [ 9] W4X8 S 1.25 [10] W4X8 S 1.25 [14] W4X8 1.75 R 1.50 4X5(R) III 4X8[10] 4X12[8] =-- 3X5 3X5.--- T 3X5 T2 4 ,_ _, 4 W4 WS 5-10-15 OilW3 0-5-12 Y B2 118-0-0 1 SS0514(B9R) : 6X1$9 4#= 4X8[9] ----. 4X8[14] = 3X57--=- 1 .5X4 III 3X7(A1) 1 .5X4 III 4X5=-=- H4-0-1--->12-1-101-c 5-3-10 >f 5-3-10 >N 5-3-10 >, 5-3-10 >Fc 5-8-3 >{ L- 16-9-0 16-3-8 J 'z 33-0-8 Over 2 Supports >{ R=11304 U=685 W=5.5" R=3386 U=195 O �Ep PROp4 Design Crit: IRC2012/TPI-2007(STD) .'c SS, 'LT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.rr 0311,44!0 'O OR/-/1/-/-/R/- Scale =.1875"/Ft. vss Components of Oregon (503)357-2118 ••1ARNINGI•• READ AND MDR Au NOTES ON THIS OWING! 'fi 825 N 4th Ave,Cornelius OR 97113 ••ItrORTANT.. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 114 83294PE ��TC LL 25.0 PSF REF R7175- 2150 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and X follow ,..--: IL 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior o performing these functions. t Installersshall provide temporary bracing per BCS1. Unless noted otherwise. top chord shall have properly attached structural trucch ctural sheathing and bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338128 ��OJ� sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shows,above and on the Joint Details. unless noted otherwise. Refer to drawings/ggA_Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpin, a division of ITA Building Components Group Inc. shell not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. `, 'V1 ,14 zoo° m TOT.LD. 42.0 PSF SEQN- 117675 A well on this dr.eing or cover page listing tale drawing, indicates.oe.ptaeee of professional .aIRlnaering _l\� 'i 8351 Rovaga Circle responsibility o for leig� :ANSI/TIN and use of 1s er..lnR ter aro .trt .. t,. VV ell Tar OUR.FAC. 1 .15 FROM BB satlBmeolo,CA95s28 For more information nese this Jobe general notes page and thaws web tate•: _ Renewal 6/30/2018 SPACING 24.0" .1RFF- 1W6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - Al ) "op chord 2x4 HF #2 120 mph wind, 21.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. .eft end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Ipplied 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. russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :e=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W1.5X4 S 2.50 4X5= 3X5°- 4 r 3X5 1 .5X4 Di 3X5(R) III 0 11111111111111111111111111111:4:7 4 5-10-15 1 \ 2-5-5 0-5-12 i Idi no NEI MN c `D 18-0-0 � 4 1 .5X4[4] III 3X7= 3X5= 4X5(61) 3X5= 3X5= 5-1-2 _i_ 5-3-12 >-‹ 5-3-12 _l_ 5-1-12 J- 5-10-0 2-5-4 "I" 7-11-10 8-3-10 .1_ 7-11-14 L- 10-4-14 J_ 16-3-8 J F26-8-6 Over 2 Supports �� R=1134 U=65 R=1138 U=61 itso RL=29/-56 Design Crit: IRC2012/TPI-2007(STD) 4' pROFFSs 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.V,e AlF�C6(INZ*_ 'p OR/-/1/-/-/R/- Scale =.25"/Ft. "WARNING!" Neap AND FOLIOS NOTES ON THIS tllvrlNGl Components Ave, of Cornelius 971137-_t l8 ..HFONTAIme FURNISH THIS DRAWING lb ALL=TRACTORS INCLUDING nc INSTALLERS. �TC LL 25.0 PSF REF 87175- 2151 825 N 4t Ave,Cornelius OR 97 13 Trusses require extreme care res In fabricating,g, handling, shipping, Installing and bracing. gayer to follow 00.'''''00.''''' D L 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI (Building ComponentSafety Information, by TPI and WI-CA) for safety practices prior o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, to chord shall have properly attached structural sheathing aro bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17338107 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 All 1F°- �—N seniors BD ai or unlB10ess as applicable. Apply plates to each faces of cru and position as shown above and m II o sections mint Detail,. sof IT noted atharwlpo gofer to drawings,DOA-:a forstandardpieta positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of Ibu Building t Components Group Inc. shell not be responsible for any appiatfon from this awing, any failure go bulla sthees tress in conformance with ANSI/TPI 1, or Co.handling, shipping, AN ITWCOMPANY drawing, .bracing trusses. 4 44.y14,240 0 TOT.LD. 42.0 PSF SEQN- 117681 A semi on this dreminm or cover p.g.listing this drawing, indicat...w.pt nw of prof.wlon.l emminemring 11� s'� 8351 Rovana Circle responsibility ofletho Buileding design ANSI/TPI .nil we of tnl..,.wiro for any.t..let,re is tl,. ell Tag • DUR.FAC. 1 .15 FROM BB Sacramento,CA95828 For more information Cee this Job's general renes page and chase web saes: Renewal 6/3012018 SPACING 24.0" .1RFF- 1W6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - A ) -op chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Tot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. .eft end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. lottom 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. russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :e=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W1.5X4 S 2.50 4X5= 3X5 3X5 3X5(R) III - 1.5X4 4 5-10-15 1 \2-5-5 i M INN I I -, 18-0-0 1 .5X4[4] III 3X7= 3X5= 3X5= 4X5( 2 3X5= 11-6-d 5-1-2 5-3-12 5-3-12 5-1-12 6-3-8 2-5-4 7-11-10 8-3-10 8-5-6 I_ 10-4-14 J_ 16-9-0 J 27-1-14 Over 2 Supports >1 R=1149 U=62 R=1275 U=72 W=5.5" RL=36/-64 Design Crit: IRC2012/TPI-2007(STD) CEO PROFF 'LT TYP. Wave mm FT/RT=2%(0%)/4(0) 15.02.ft G f1F, ,`r1% OR/-/1/-/-/R/- Scale =.25"/Ft. _2 eeNARNINGI RF/D ANP FOUR ALL NOTES ON THIS ORPNINGI 825N4thAve,sof Cornelius 971157_l18 ea1,PORTANf a FURNISH THIS PAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� g32sapE�'Q TC LL 25.0 PSF REF R7175— 2152 825 N 4th Ave,ComeHlas OR 97113 Trusses require extreme care in fabricating, handling, — ng, oriation, TPI and) for s. Refer to and follow ' DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI in CoSafety Information, by Tal andg RICA) for safety practices prior - o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, lailillik Top chord shall have properly at tached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF ,. rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC CAUSR7175 17338132 A ELL�J N ect,ons 83, P7 or 810, as applirabie. Apply plates to each face of tru and position as shown above and on Che Joint Details, unless noted Otherwise. Rater Co drawings iBOA_Z for standard place positions. 12/05/2017 BC LL 0.0 PSF CA-ENG BFR/ATT Alpine. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON awing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trussed. �„ C TOT.LD. 42.0 PSF SEQN- 117679 e A Neel on this drawing or Geyer pogo listing this drawing, indle.tes.oeeptance er pref.eelonei engineering 4 LY 14,206 0 r.sponiblllty solely Ter the design shown. The suitability pod ur of this drawing ror any structure is the 8351 RovanaCircle reeponsibliity of the Building Dripper per ANSI/IPI 1 Sae.2. eS0,1 Tall DUB.FA/C�. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING NG 74.Alp .,--. ..... _. ,__._... .,.,. ..... • war.. _ , _-- ,,. . ... 11 .TREE- 1W6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - AGE ) 'op chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. .eft end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. ;ee DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind >racing requirements. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the )eftection meets L/360 live and L/240 total load. Creep increase factor length tabulated for 2X4 studs of the same grade. 'or dead toad is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live 'russ designed to support 1-6-0 top chord outlooker span and load applied per IRC-12 section 301.5. :ladding load not to exceed 5 PSF one face, and 24" span )pposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c Truss designed for unbalanced snow toad based on Pg=25.00 psf, (tong top edge.D0 NOT OVERCUT. No knots or other lumber defects Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Mowed within 12" of notches. Do not notch in overhang or heel panel . 4X5-- 4 X5=4 r— !j , : — 4 1 5-10-15 t ' t 2-5-5 V , a Q fl 4 a Q Q $ fa g f " 18-0-0 / 3X5= 2 4 A1 ) -.---- 11-6-d 1- 10-4-14 _L. 16-9-0 ,J 27-1-14 Over 2 Supports { R=154 PLF U=6 PLF W=11-1-14 RL=5/-9 PLF R=159 PLF U=13 PLF W=16-0-0 dote: All Plates Are 1 .5X4 Except As Shown. 0 PR"F Design Crit: IRC2012/TPI-2007(STD) 4Q.t� 's 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.O2.,Z" T A/Ol�!'t� 9i OR/-/1/-/-/R/- Scale =.25"/Ft. vssComponents ofOregon (503)357-1118 ""MIUININGI"" READ AND FOLLOW ALL NDTES ON THIS DRAWING! C/ TC LL 25.0 PSF 41REF R7175- 2153 825 N 4t Ave,Comelius OR 97113 ."ednrGNrANr"" FURNISH THIS DRAWING to ALL CONTRACTORS INCLUDING THE INSULLERS. ril/ 832>�4PE Trusses require extreme tare In fabricating, handling. shipping, installing and bracing. Refer to a.follow DL 10.0 PSF DATE 12/04/17 the latest edition of PCS! (Building Component Safety Information, by TPI and ITCH) for safety practices prior .a/- to performing thea.functions. installers shall provide temporary bracing per Bcsl. Unless noted otherwise, z /� .. top chord shall have properly attwined 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 BC BC DL 7.0 PSF DRW CAUSR7175 17338133 ,4 LL t,11 N . is 83. 87 or 810, as applicable. Apply plates to each face or trussand position as shown a2/0 C/20 J ... sections mint Details. unlessnetted etherwi,e. Refer to drawings 160A-zpositions.bove and on 1 standard plate positions. G J l BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ITN Building Cospments Group Inc. shall not be responsible for any deviation from this OREGON awing, any A race to Wild s s truss In conformance with AHSi,TPI ,. or for handling, shipping, SEQN- 117634 AN ITWCOMR4NY drawing, .bracing of trusses. IR3 C TOT.LD. 42.0 PSF ' A...I w tills drawing or clover page lifting nil.drawing, Indicate.ao..pt0l.e of professional engineering 4 SLY 14,20 0 flass albll Icy solely for the design sham. The suitability and use of title drawing for aro structure la the 8351 Rovana Circle raponemn ity of t,,.Building Designer per ANSI/TPI t Sab.z. .8e S •• DUR.FAC. 1 .15 BB ell Tar FROM Sacramento.CA 95828 For more information Rea this job's general notas page and these web.Ito,: _ SPACING 74.0" .1RFF- 1W6H717571 d THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - SDG ) lot chord 2x4 HF Ss :T2 2x4 DF-L #1&Bet.: 2 COMPLETE TRUSSES REQUIRED i Webs 2x4 HF Std/Stud Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. ipecial loads Bot Chord: 1 Row @ 9.50" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 plf at 0.00 to 71 plf at 5.94 Use equal spacing between rows and stagger nails TC- From 36 plf at 5.94 to 36 plf at 24.56 in each row to avoid splitting. TC- From 71 plf at 24.56 to 71 plf at 30.04 BC- From 7 plf at 0.00 to 7 plf at 30.04 120 mph wind, 19.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 500.00 lb Conc. Load at 5.89,24.61 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 75.18 lb Conc. Load at 2.00,28.50 DL=4.2 psf. BC- 82.20 lb Conc. Load at 4.00,26.50 BC- 232.10 lb Conc. Load at 6.00, 8.00,10.00,12.00 Wind loads and reactions based on MWFRS. BC- 250.75 lb Conc. Load at 14.00,14.50,16.50,18.50 '.0.50,22.50,24.50 In lieu of structural panels use purlins to brace all flat TC CD 24" OC. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. Calculated vertical deflection is 0.54" due to live load and 0.54" due to dead load at X = 15-3-0. IT PLATE LATERAL CHORD to SIZE SHIFT BITE : 9] W3X7 1.50 R 1.25 :17] W4X8 2.25 L 1.50 5X10= 3X5= 1 .5X4 III 3X5= 5X12= 4 4 1- p.m = I T 0-5-12 2-3-11 0 mal mil. I I I WM {} '� 18-0-0 3X10(A1) = 1 .5X4 III 3X7[9] = 3X7= HO508= 4X8[17] = 1 .5X4 III 3X10(A1) ---T I< 5-11-4 >I< 4-8-12 >I< 4-7-0 >1< 4-7-0 >I8 4-8-12 4< 5-5-12 "1 L 5-11-4 _I- 18-7-8 ,I_ 5-5-12 J 1 30-0-8 Over 2 Supports >+ R=2808 U=147 W=5.5" R=2874 U=148 Design Crit: I RC2012/TPI-2007(STD) 103 PROF, 'LT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.' G `rs'i OR/-/1/-/-/R/- Scale =.25"/Ft. INS Components of Oregon (503)357-',.118 eetWUZNINGIww DEAD AND FOLLOW Au NOTES ON THIS OWING! f'�L� REF R7175- 2154 825 N 4th Ave,Cornelius OR 97113 "INKNITANr• FURNISH THIS DIMING To ALL CONTRACTORS INCLUDING THE INSTALL-ERS. j�� '((� g3294PE 7� �i, TC LL 25.0 PSF Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and follow ity the latest edition of BCSI (Building Component Safety Information, by TPI and RTCA) for safety practices prior .L �� _ DL 10.0 PSF DATE 12/04/17 Co performing these functions. Installerch `ushall provide temporary bracing per BCSI. Unless noted otherwise, op chord shall have properly attached structural sheathing and bottom chord shall have a properly attache rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed per BC DL 7.0 PSF DRW CAUSR7175 17338124 sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/201 .4 I L Jilkh the Joint Details, unless toted otherwise. Refer to drawings 180A-2 for standard plate positions. L J L Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to bulla the truss In conformance with ANSI/Tel 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trusses. �, C TOT.LD. 42.0 PSF SBA- 117635 a A semi on this erwlnc or ewer pose I Isting this drawing, Indicates aocepe ho.of prefeeslap.l engineering G `t/LY 14,20 0 rssple.lbi Iity aelwiy for the design Mum, The suitability and use,of this drawing Per any structure Is TAO 640 RUR.FAC. 1 .15 FROM BB 8351 RovanaCircle responsibility Cr the Building Designer per ANSI/TPI 1 See.2, Deli,ref a Sacamento,CA95828 For more information see this Job's neral1 J nates page and these web aitea: SPACING 74.(�" 1RFF- 1WFH7175714 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - SDG1 ) -op chord 2x4 HF #1&Bet. :T2 2x6 HF SS: :T3 2x4 HF #2: 3 COMPLETE TRUSSES REQUIRED I RED I ` , lot chord 2x6 DF-L SS :B2 2x6 HF SS: z Webs 2x4 HF Std/Stud :W4, W8 2x4 DF-L #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row 912.00" o.c. ipecial loads Bot Chord: 2 Rows 8 3.50" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row 9 4" o.c. TC- From 59 plf at 0.00 to 59 plf at 7.94 Repeat nailing as each layer is applied. Use equal spacing TC- From 59 plf at 7.94 to 59 plf at 22.56 between rows and stagger nails in each row to avoid splitting. TC- From 59 plf at 22.56 to 59 plf at 30.04 4" o.c. spacing of nails perpendicular and parallel to BC- From 6 plf at 0.00 to 6 plf at 18.00 grain required in area over bearings greater than 4" BC- From 6 plf at 18.00 to 6 plf at 30.04 BC- 1148.81 lb Conc. Load at 2.06, 4.06 (**) 2 plate(s) require special positioning. Refer to scaled BC- 1133.97 lb Conc. Load at 6.06, 8.06,10.06,12.06 plate plot details for special positioning requirements. 4.06,16.06,18.06,20.06,22.06,24.06,26.06,28.06 120 mph wind, 19.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located land loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. n lieu of structural panels use purlins to brace all flat TC 9 24" OC. Trusses to be spaced at 20.0" OC maximum. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. Calculated vertical deflection is 0.61" due to live load and 0.61" due to dead load at X = 12-9-3. -russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, le=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W1.5X4 S 2.75 [ 7] W4X5 2.25 R 3.25 [12] W4X8 3.25 L 2.00 [20] W4X5 S 3.50 1012(**)(I) = 1 .5X4111 3X5=_ 1012(**)(I) -7 4 3X55----- = 3X5 1 4 r- T2 W4 %1-411110:117111.1111111.11111111.11.11 8 0-5-12 2-11-11 i Y 1 U �, 18-0-0 B2 4X15 B7R) = 1 .5X4[5] III 4X5(R)[7] III 4X8[12] = H0710= 4X5(R)[20] III 1 .5X4III 5X12(B1OR) �� -3-11-10 >I< 3-11-10 >I< 4-9-15 >I< 4-11-11 >I< 4-9-15 >I< 3-11-10 >Ie 3-6-2--`I L- 7-11-4 J, 14-7-8 7-5-12 ,J E7:" 30-0-8 Over 2 Supports R=8926 U=555 W=5.5" R=8934 U=562 RL=21 Design Crit: IRC2012/TPI-2007(STD) 1 PROFFO 'LT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02., d HV FF `r/ OR/-/1/-/-/R/- Scale =.25"/Ft. vssComponents ofOregon (503)357-2118 e•Ib1RNINGI•e MEM AND MELON ALL MIMES 1111 THIS DRAPING!825 N 4th Ave,Cornelius OR 97113 "'IMPORTANT** FURNISH THIS OWNING 70 w CONTRACTORS mamma>xe INSTALLERS. 83294PE i p TC LL 25.0 PSF REF R7175- 2155 Trusses require astral. re in fabricating, handling, shipping, installing and bracing. Refer to and follow J' the latest edition of SCSI(Building Component Safety Information, by TPI and WTCA) far safety practices prior /•/ DL 10.0 PSF DATE 12/04/17 to performing theses 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 C DL 7.0 PSF rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing instal led per SCSI I2��5/2017 DRW CAUSR7175 17338129 ,4�1 )1]N la sections B3, 87 or uas oapplicable. Apply plates to each face of foo and position as sloven above and an oLha Joint.Details. unless nBuiltedotherwise. tRsferGr to drawInc. ngs 1not forstandard plate podeviation OREGON BC LL 0.0 PSF CA-ENG BFR/PTT Alpine, a division of IPM 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, AN• ITW COMPANY installation•bracing or trusses. A...1 on till*drawing or cover p.o.II.tilp this drawing, Indicates acceptance of professional engineerireeponsibillty ng f, LY 1Tar i� TOT.LD. 42.0 PSF SEQN- 117671 8351 Rovana Circle retponsibll Icy of the Building r ANtiro amigo shorn. SI/.u1 1 Secy and""of`""drawing far any"",�"r''•r„' 3 DUR.FAC. 1 .15 FROM BB Sacramento,CA95828 For more Information see this Job's general notes page and these web aeras: 0...........1 WW1/W.1419 SPACING 2n.0" .1RFF- 1W6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - GGE ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. ;ee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member )racing requirements. design. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. 'russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :e=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 'russ designed to support 1-0-0 top chord outlooker span and :ladding load not to exceed 5 PSF one face, and 24" span (S) Add 2x4 HF #2 scab to be attached to one face )pposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c of top chord with 10d (0.128"X3.0") nails at 6" o.c. )long top edge.DO NOT OVERCUT. No knots or other lumber defects Top edge of scab should be 1.5" below the existing top edge )flowed within 12" of notches. Do not notch in overhang or heel panel . of the top chord. '** DO NOT TURN TRUSS END-FOR-END *** JT PLATE LATERAL CHORD No SIZE SHIFT BITE [16] W3X5 S 1.25 [17] W1.5X4 S 2.50 4X5.------ 3X5[16] (S) 2x4 x 6-0-0 40147010* W1 (S) 2x4 x 8-0-0 �, Wl `'W:,�\ �a 4 �.��' �`\a.1� 4 2-11-15 44:400 3X5 2X' (A1) = 1 .5X4[17] Iii 3X5(11) 1-01-6-0>< 5-0-0 ,1< 11-0-0 >i<1-6-014..1 -1-1 6-10-15 5-0-90 8-0-0 L— 8-0-0 I_ 8-0-0 `I 16-0-0 Over 3 Supports R=562 U=43 W=3.5" R=646 U=15 W=5.5" R=845 U=48 W=5.5" RL=53/-53 dote: All Plates Are 1 .5X4 Except As Shown. EO PROfi Design Crit: IRC2012/TPI-2007(STD) 4 FS 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.0( ` Q fl'4 ,, OR/-/1/-/-/R/- Scale =.375"/Ft. T.Iss Components of Oregon (503)357-5118 "WARNINGI'. READ AND FOLLOW ALL NOTES(Al THIS ORAIIINGi eee 825 N 4th Ave,Cornelius OR 97113 "IlraarAxr' FURNISH THIS DRAINING To ALL CONTRACTORS INCLUDING THE INSTA LERS. 4 83294PE TC LL 25.0 PSF REF R7175- 2156 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fella DL 1 0.0 PSF DATE 12/04/17 the latest edition of scsi (Building Component Safety Information, by TPI and WTCA) for safety practices prior AI' to performing these functions. t Installers shall provide temporary bracing per SCSIs Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per scsi 12/05/2017 DRW CAUSR7175 17338110 A LL=JEI N sections 83, 87 or 810,nlas applicable.r. Apply plates downg face trussand position as son above and on II IL`s aAel Joint Details, sio unless noted ongaCoiRefer to I .drawingslOnotZ enrponsibdl platefpositions.dviOREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpin, a division of Ibu Buildingthe ComponentscGroup Inc. shell not be responsible fon any ipping,on from this tlrawirg, any failure to build the truss In conformance with ANSI/Tel 1. or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. A �,chic oeNlnp or cower peg.listing chic drawing, Indleetem.m.pfaroe of professional engineering t, `100,14,28 ta' TOT.LD. 42.0 PSF SEAN- 117669 8351 Rovana Gale f'«�neibii o ler i.�g design ANSI/TPI suitability. and u.e of this drawing per a, structure I. *sell Tan' DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more Information sae this Job's general notes pegs and these web sites: o—__..._I cfonson40 SPACING 24.0" .1RFF- 1W6H7175714 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - G ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf, lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, 'or dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 6X6 14 4 3X5(A1 3X5(A1) -.-.- 2 11-15 1 .5X4 III LEI-6-05-0-0 >I< 11-0-0 '1-6-0J I- 8-0-0 >F' 8-0-0 8-0-0 8-0-0 �1 16-0-0 Over 3 Supports R=707 U=5 W=3.5" R=186 W=5.5" R=765 U=2 W=5.5" RL=48/-48 C EO PROP& Design Crit: IRC2012/TPI-2007(STD) 4 S LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02..e &i3IN Ffi SAO OR/-/1/-/-/R/- Scale =.375"/Ft. 8 5 CompN4th Ave,nts of meliusn (503)357-2118 "MARNINNI•• nolo AM fond NJ-NOTES ox THIS oaraldfil �(V TC LL 25.0 PSF REF R7175- 2157 825 N 4th ACornelius OR 97113 "i1pg2nwr•• FURNISH THIS CRANING m ALL=TRACTORS lee2-uolus txc INSTALLERS. 83294PE 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 With) for safety practices prior /'. IL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shallprovide temporary bracing per BCSI. Unless noted otherwise, )4iihh,„ top chord shall have properly attached structuralsheathing and bottom hard shall have a properly attached C DL 7.0 PSF a rigid ceiling. Locations shown for permanenlateral restraint of webs shall have bracing Installed per BCSI ,4Alsections 83, BT ar 810, as applicable. Apply plates to each face of truss and 12/05/2017 DRW CAUSR7175 17338113 rrrr�J IN a he Joint Details, unless noted otherwise. Refer to drawings160A- position a shown shove and an far standard plate any deviation OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of IT.Building truss inacon Group Inc. shell not be responsible for than for any tlppiation frau this awing, any a brace to build the trues conformance with AN51/TPI 1, or for handling, shipping, d�i� a AN ITW COMPANY Irristellation breting of truea.e. rt n,014,204 t0 TOT.LD. 42.0 PSF SEQN- 117638 A.awl a this drawing or eeli.r p.g.listing this drawing. India*.acceptance Sr prof...Ion.i engineering _l1 wponsibi l ity solely or the d..lon shown. rhe suitability and bob of this drawing for.ny ettudtlr.IstheaV Sett-rem DUR.FAC. 1 .15 FROM BB 8351 Rouen Circle rwpaaibliity of she eullalng Deeignwr per ANSI/TPI t See.2. Sacramento,CA 95828 For more information see this Job's general nates page and these web sites: - Renewal 6/30/2018 SPACING 24.0" .1RFF- 1W6H7175714 THIS GING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - G1 ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud OL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. leflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, 'or dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5(R1) 4' .1 4 4 2-11-15 b 0-6-2 ' 9-0-0 , ,1 ,, 1 .5X4M 3X5(81) .---- 2X4(A1) I< 4-5-8 L 11-0-0 ›.1<1-6-0 -1 1` 7-5-8 >I< 8-0-0 )d L, 7-5-8 8-0-0 J F15-5-8 Over 3 Supports >{ R=609 W=5.5" R=101 W=5.5" R=765 U=3 W=5.5" RL=40/-39 ��,p PRO/I . Design Crit: IRC2012/TPI-2007(STD) 42% 3S, 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02..e ,QNdN Eon 'O OR/-/1/-/-/R/- Scale =.375"/Ft. ussComponents ofOregon (503)357-.118 McWARNINGIeY READ NOFo1JAN1AS NOTESONMISINNING, a ' 825 N 4th Ave,Cornelius OR 97113 '•IIPOtrNm• FURNISH THIS CRANING TO ALL cvNrwicroNs INCLUDING THE INSTALLERS. 83294PE 17 TC LL 25.0 PSF REF R7175- 2158 Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow / IL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TVI and NTCA) far safety practices for o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 :C DL 7.0 PSF DRW CAUSR7175 17338122 A�L=` N E sections BD Details, or unless as noted other Apply floras to each face of truss and position as shown above and M 11L J J tAl Joint Ddivisi uof IT nBuil Building Refer to Inc.drawshengs,Bno_Z far resstapdardonsible plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a y vision of Ibu Building truss $recon conformance Inc. shell not be responsible for any deviation frau this drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, 13 e AN ITW COMPANY Instal nau on.bracing of trusses. .0 e Asoot an respons bility ofis ltlr for t e design M wn. Th/7Plng or rover pogo listing this It.biII y d ing, indicates•f���51 Pf�1�1 lrflro �/ eLY 14, DUR.FAC. 1?15 PSF SEQN- 117639 reepornibi i Ity of Ny fur do uI).lg Yew,. nn IPItI 11 ity wpa I!M er this er l.iro fx.rip/.Lraetlt.It tin 0� ,,T/� .% FROM BB 8351 Rovana Circle per Q Sacramento,CA95828 For more Information awe this Job's general notes lege and these wig al tea: Renewal 6/30/2018 SPACING 74.0" .1RFF- 1W(H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - G2 ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member lottom chord checked for 10.00 psf non-concurrent bottom chord live design. oad 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(R1) % . 1 4 4 p 2-11-15 k 0-8-2 — � (7::::::--- � 0-3 1* 9-0-0 4X8(G1) III 1.5X4 III 2X4(A1) ---.-- I' 3-11-6 >1< 11-0-0 >1.c 1-6-0--.-1 k 6-11-6 + 8-0-0 >I 1— 6-11-6 _I, 8-0-0 J r 14-11-6 Over 3 Supports j R=594 R=91 U=3 W=5.5" R=760 U=2 W=5.5" RL=39/-38 OP Design Crit: I RC2012/TPI-2007(STD) 'S4' PRO�FSS, 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1/ # ►,CNIN A, 'O OR/-/1/-/-/R/- Scale =.5"/Ft. -uss Components of Oregon (503)357-2118 • WARN INC,•• READ NO FBLLOIF ALL NDTES ON THIS ORPRINGN ..... iiiiiaavi 825 N 4th Ave,Cornelius OR 97113 "I TART' FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. � TC LL 25.0 PSF REF R7175- 2159 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of Bi:sl (Building Component Safety Information, by TPI and WTCA) for safety practices prior , IL 10.0 PSF DATE 12/04/17 o performing these functions. Installersshallprovide temporary bracing par SCSI.r Unless noted otherwise, top chord shell hove properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanentlateral restraint of webs shall have bracing installed per BCsl 12/05/2017 •C DL 7.0 PSF DRW CAUSR7175 17338121 ,4 �� sections B3, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on �J' the,nl nt Betel la. anlaaa naiad bt a else. Rafar to Incemfl�,B�A_Z.nrOREGON BC LL 0.0 PSF CA-ENG RTT/RTT { n Alpire, a division of ITg Bufiding Components Grwp nc. shell not be reon frac this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation.bracing of trdaaea. 4 `liCY 14,4000 m TOT.LD. 42.0 PSF SEQN- 112767 A spot on this drasolely or cover pp.listing The.ultably, indicates of this dr I grfar en s ucreI.engineering 8S ii Tar t DUR.FAC. 1 .15 FROM BB mod nil lis dradin Nor to.design age I I.ti this addrawing, a i a,,y da to.o eel.drawing of p ffr.Iq,structure the 8351 Rovana Circle responsibility of fin.Building Designer per ANSI/TPI 1 S.d.2. Sacramento,CA95828 For more information Ree this Job's general ..oras page and these Web sites: - Renewal 6I3012018 SPACING 24.0" .JRFF- 1WfiH7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - G3 ) "op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. .eft end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. lottom 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. "russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :e=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W1.5X4 S 2.25 6X6(R1) 4 1 3X5(R) III 19P14 2-6-2 2-11-15 I 1 .5X4[4] III 3X5= 2X4(A1) L-1-6-0-J 1-(--1-5-8 >f< 8_0_0 >1 I. 1-5-8 .,I_ 8-0-0 J F9-5-8 Over 2 Supports R=399 R=557 W=5.5" RL=-44 iltEo PROF,, 'LT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) 4, SSS FT/RT=2%(0%)/4(0) 16.01 .0,e •fir,04NE`, 0 OR/-/1/-/-/R/- Scale =.5"/Ft. ass Components of Oregon (503)357-2118 •�WARNINGI•• READ AN)rauoB at NOTES ON THIS DRAWING' /��� �TC LL 825 N 4th Ave,Cornelius OR 97113 "I T^�' FURNISH TMlg OWNING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS, {;�1 83294PE 25.0 PSF REF R7175- 2160 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow Lt .y/" the latest edition of BCSI (Building Cd ap n' IL 10.0 PSF DATE Component Safety Ie tenvtlon, by TPI and 87CA) for safety practiceshr prior12/04/17 o performing ha Chess(properly Installerschushell provide ng and bracing per all a epr noted otherwise, Top chord ngll have properly n for pe sir permanent sheathing eM fCweb chord shave have a properly dattached BC C DL 7.0 PSF n rigid nsceiling. or 131 Dna shorn far pe mesal lateral restraint of webs shall have tionbracings hownl Installed per BCs1 12/05/ 017 DRW CAUSR7175 17338120 J Cec<i w,s 83, B7 or 870, as applicable. Apply plates<a each fad of trussand position as shown above end on L L M Joint Details, unless rated o<herwise. Refer to drawings 180.-j for ta Marc plate positions. OREGON BC LL /-R ILO N Alpin, a divisionof ITW Building Components Group Inc. shall not be responsible for any deviation from this 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, • AN inn/COMPANY Installation.bracing of trusses. `v 14 god' +0 TOT.LD. 42.0 PSF SEQN- 68079 • A semi on thes drawing or ether page listing thisSi.drawing, indicates.ae.pemnee of prof.em/on.I engineering �� emparlbll lty solely for the design shown. The suitability and o.e of this drwip for.w structure is tel. 8eII Tao DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer par ANSI/TRI 1 See,2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 74.0" .)RFF- 1WfiH7175714 ..rune. ._,__,_... m,i. .. a,rre. ........ ' : _ Renewal 8/3012018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - CGE ) 'op chord 2x4 HF #2 120 mph wind, 19.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. lee DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member )racing requirements. design. 3ottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :e=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. "russ designed to support 1-6-0 top chord outlooker span and :ladding load not to exceed 5 PSF one face, and 24" span )pposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c )long top edge.D0 NOT OVERCUT. No knots or other lumber defects )Mowed within 12" of notches. Do not notch in overhang or heel panel . 4X5= d i 4 I , ---7 4 2-5-4 / / 2X4(A1) = 2X4(A1) L-1-6-0—>i L-1-6-0- L. 6-4-0 J.... 6-4-0 J 1 12-8-0 Over Continuous Support R=158 PLF U=28 PLF W=12-8-0 RL=4/-4 PLF kite: All Plates Are 1 .5X4 Except As Shown. iso PROpk. Design Crit: IRC2012/TPI-2007(STD) Q, SS, 'LT TYP. Wave FT/RT=296(096)/4(0) 15.02.►A 1 .01114 , �O OR/-/1/-/-/R/- Scale =.5"/Ft. UssComponents ofOregon (503)357-2118 *"WARNING!** aero AND FOLtDN ALL NOTES CR THIS GRIMING! V Z 825 N 4th Ave,Comelius OR 97113 .11 u ANTo. FURNISH THIS DINNING To ACONTRACTORS INCLUDING/NE INSTALLERS, 83294PE ly TC LL 25.0 PSF REF R7175- 2161 Trusses require extreme care in fabricating, handling, shipping, Inand bracing. Refer to end follow .►� the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior DL 10.0 PSF DATE 12/04/17 o performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, ;011111111/4 II cop chord shall have properly Attached strUCtorah sheathing aro bottom chord shall have a properly attached rigid ceiling. Location,shown for permanent lateral restraint of webs shall have bracing installed per 8CS1 :C DL 7.0 PSF DRW CAUSR7175 17338135 r, �O`J , T. sections 83, 87 or 810, es applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 A`f IILIf�—' the Joint Details. unless anted otherwise. Refer to drawings 180A_Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of 1711 Building Onmponents Group Inc. shall not be responsible for any deviation from this drawing. any failure to build t»e truss in conformance with ANSI/TPI 1, or for handling, shipping, • AN ITW COMPANY instal letien.bracing or cruse**. `ZLY 14,2pth TOT.LD. 42.0 PSF SEQN- 117642 A teal w this droving or cover page listing this drawing, indicates aee.pt ee.of prof rIwe.l engineeringreep �_(8 �I Ta 't� 8351 Rovana Circle responsibility solely Builder,«"�ANSI/Tel 1 Soc.2 ,...f this drawing for any structure It the V e t� DUR.FAC. 1 .15 FROM BB Sacramento,CA9582s For more information see this Job's general notes page and these web sites: Rahn.wseI fU2fli fl1R SPAI.I N0 24.0" JRFF- 1W6H7175714 THIS ENG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - CG ) -op chord 2x4 HF #2 Special loads lot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 plf at 0.00 to 71 plf at 6.33 TC- From 71 plf at 6.33 to 71 plf at 12.67 20 mph wind, 19.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 0.00 to 7 plf at 10.17 Inywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 BC- From 14 plf at 10.17 to 14 plf at 12.67 isf. BC- 254.42 lb Conc. Load at 1.67, 2.17, 4.17, 6.17 8.17,10.17 find loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live leflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. 'or dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W3X3 S 1.75 [10] W3X7 S 1.25 [12] W3X3 S 1.75 4X5= 3X5-% 3X5',- 4 I X5'4I I4 10 2-5-4 41------ 0 MG 18-0-0 3X3[5] m3X7[10] = 3X3[12] III 3X7(A1) = 3X7(A1) E` 3-9-14 >fc 2-6-2 >‹ 2-6-2 4, 3-9-14 d L6-4-0 J- 6-4-0 -I E12-8-0 Over 2 Supports R=1372 U=54 W=5.5" R=1161 U=44 W=5.5" �EoPRope.s Design Crit: IRC2012/TPI-2007(STD) E t 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02..4 Au►, �. OR/-/1/-/-/R/- Scale =.5'1/Ft. ussComponents ofOregon (503)357-2118 a;WARNING!" AM AFau.d ALL NOTES ON TNIs DRAWING! �' 825 N 4th Ave,Gemellus OR 97113 eeI1PCIDIN r•• FURNISH THIS DiMIING To ALL COIMIACTORS INCLUDING ne n STALL ns. „iii88294PE IIIATC LL 25.0 PSF REF 87175- 2162 Trusses require extreme care in fabricating, handling, shipping. installing and bracing. Refer to end follow I. /- the latent edition of SCSI (Building Component Safety Information, by TPI and W1CA) far safety practices prior / DL 10.0 PSF DATE 12/04/17 to performing these functions, Installers shall provide temporary bracing per SCSI. Unless noted otherwise, op chord shall have properly attached tached structural sheathing and bottom Chord shall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCsI 12/0$12017 DRW CAUSR7175 17338136 rl �O`� sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and m IIIL''1� J the Feint Details, unless noted otherwise. Refer to drawings 180A_2 for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ITN 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, .�+� • AN ITW COMPANY inatellotion.orating of trusses. 3 t41 aP C TOT.LD. 42.0 PSF A seal on this drawing or cover page I1.ting this drawing. Indlost s acceptance of prof local engineering `/� LY 14,2G m SEAN- 117661 reeppribl l ley solely Pb,ti,e design Noon. Ths eulttll l ity..,d win Or this drawing for.n0,,t,1„tl,.,„the $ell Tar`-t DUR.FAC. 1 .15 FROM BB 8351 RGvetla Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. Sacramento,cnvsszs For more information nee this Job's general note,page and these web sited: Ronaw I a/211/211111 SPACING 24.0" .1RFF- 1W6147175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - FGE ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member )racing requirements. design. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per Ipplied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, le=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 'russ designed to support 1-6-0 top chord outlooker span and :ladding load not to exceed 5 PSF one face, and 24" span )pposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c (long top edge.DO NOT OVERCUT. No knots or other lumber defects Illowed within 12" of notches. Do not notch in overhang or heel panel . 4X5 wia 4 1 _ _ � 4 2-1-15 ma 0 0 I 0 0 , 9-0-0 2X4(A1) = 2X4(A1) 1-c--1-6-0-->J L-1-6-0—>1 5-6-0 5-6-0 k11-0-0 Over Continuous Support >i R=161 PLF U=37 PLF W=11-0-0 RL=5/-5 PLF byte: All Plates Are 1 .5X4 Except As Shown. asp PROpr. Design Crit: IRC2012/TPI-2007(STD) SS LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02..0 1.0 Q 6N , • OR/—/1/—/—/R/— Scale =.5"/Ft. vss Components of Oregon (503)357-1118 "WARNINGI ea REM AND FOLIOS ALL NOTES ON THIS OIINIINGI Mt �TC LL 25.0 PSF 825 N 4th Ave,Gemellus OR 97113 aw'WaaTAxre f1""'B"THIS DRAWING 7O ALL°�^"AOTO1�INCLUDING THE INSTALLERS. 83294PE REF R7175— 2163 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow P the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior /. DL 1 0.0 PSF DATE 12/04/17 to performing Chose functions. Installersshall provide temporary bracing per SCSI. Unless noted otberaise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCsn 12/05/2017 DRW CAUSR7175 17338112 I sections 83, 87 or 810, as applicable. Apply plates Co each face of truss and position as shown above and on A 1 ,F) N I.lthe Join,Details. unless noted Azoplata positions. Alpine, anne 6w n shall not baraspomlb aforenytlaleC en tram this OREGON BC LL 0.0 PSF CA—ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal lotion.bracing of trusses. .p AY 14,2044 0 TOT.LD. 42.0 PSF SEQN— 117644 A sash en this drawing or 5p page listing this erwiro. indicatesdtISS acceptance dr of prefewlen.i engineering �s$ II Tar'l OUR.FAC. 1 .15 FROM BB responsibility solely Por the MIDI flown. The suitability and me of this drawing for any structurei.acmis the 8351 Rovana Circle re.pen.ibility of the Building Designer per ANSI/IPI 1 See.2. DU ' C 5ry Sacramento.CA 95828 ,a.,.c For more information see this Job's general notes page and these web sites: - _ RAAAWAI R7Af119fMR SPACING 24.\I" ._.__._... . - • wr�m. ..... . . 1RFF- 1W6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - HGE ) "op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member tracing requirements. design. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per Ipplied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. russ designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, :e=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 'russ designed to support 1-6-0 top chord outlooker span and :ladding load not to exceed 5 PSF one face, and 24" span Ipposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.D0 NOT OVERCUT. No knots or other lumber defects Mowed within 12" of notches. Do not notch in overhang or heel panel . 4X5= 14 4 d1 1 1-3-15 11_______________ / 9-0-0 // / / 2X4(A1) = 2X4(A1) 1 .5X41H L--1-6-0-->.1 1-c--1-6-0--->-1 L 3-0-0 J_ 3-0-0 -.I 6-0-0 Over Continuous Support :I R=186 PLF U=91 PLF W=6-O-0 RL=7/-7 PLF Design Crit: IRC2012/TPI-2007(STD) EO PRdFk. 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.161',011E7ii,4,S OR/-/1/-/-/R/- Scale =.5"/Ft. vss Components of Oregon (503)357-1118 "WARNING!•a READ AIM FOLLOW ALL NDON THIS us DIMING! 825 N 4th Ave,Cornelius OR 97113 '•IIPGRTANr•• MINIM'NIS DIMING m ALL catrmAcmas INCLUDINGTIIc INSTAlt2RS. /LC,9 4, +� TC LL 25.0 PSF REF R7175- 2164 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow ;fir 83294PE the latest edition of BCS1 (Building Component Safety Information. by TPI and A) for safety practices prior ,. DL 10.0 PSF DATE 12/04/17 WrM o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otheise, Lrw op chard shall have properly attached structural sheathing and bottom chord shell have a properly attached!''LII= T. rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338138 ,4 r �0��ihk, . sections 83, 87 or 810 as applicable. Apply plates to each face of truss a d position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A_2 for standard plate positions. 12/05/2017 BC LL 0.0 PS F CA-ENG BFR/RTT Alpine, a division of ITW 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, AN ITW COMPANY ineteiletIon.bracing of tresses. TOT.LD. 42.0 PSF SEQN- 117645 a A semi an this drawing Sr toyer was listing thio drawing, Indicates•ae.pt.nes or professional enoln.erin. �j_ l't/LY 14 2p04 r0 respwuibi l ity solely ebr the tendon.held. The.gltabli ity sine use of ihl.drawing far ann,.tremor.Is the -*eel! _!� \ DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle ra.pplsl bllity or the Building Dtolalwr per ANSI/TPI 1 Sae.2. .l.Q�•Tart i Sacramento.CA 95828 For more information see this Job's general notes page and these web sites: V 1fT r a,. . n.. ._.--- , __- SPACING 24.0" 1RFF- 1W6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - HG ) 'op chord 2x4 HF #2 Special loads lot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 plf at 0.00 to 71 plf at 3.00 TC- From 71 plf at 3.00 to 71 plf at 6.00 20 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 0.00 to 7 plf at 6.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 164.95 lb Conc. Load at 2.06, 4.06 )L=4.2 psf. Wind loads and reactions based on MWFRS. lottom 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 4 I 1 4 / 1-3-15 0 , 9-0-0 1 .5X4 III 2X4(A1) = 2X4(A1) I" 3-0-0 1 3-0-0 L— 3-0-0 ,I_ 3-0-0 -I 6-0-0 Over 2 Supports d R=396 U=6 W=5.5" R=403 U=6 W=5.5" Design Crit: IRC2012/TPI-2007(STD) EO PROFFS LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .15 11s/ep7t S OR/-/1/-/-/R/- Scale =.5"/Ft. MSS ••WANNINGI•• REPO AND FOLLOW ALL NOTES GN THIS twnINGI 825 N 4tponve, of Cornelius 971157- 118 ••a1PORTANT.• FURNISH THIS DRAWING TO ALL CONTRPCTOBs INCLUDING TIE INBfALLQ3 (Ji �� TC LL 25.0 PSF s25N4thpve,CorneliusoR97ti3 Trusses require extreme care in fabricating, t/ 88294PE REF 57175— 2165 nnoodling, shipping, installing and bracing. Refer to and follow .� DL 10.0 PSF DATE 12/04/17 the latest edition of atcsl (Building component Safety Information, by TPI and wrcA) for safety practices prior .0/ to performing chase functions. tInstallers shall provide temporary bracing per BCSI. Unless mise otherwise,)411611 I•' tap chord shall have properly attached structural sheathing and bottom chord shall have a properly a tanheo rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BD BC DL 7.0 PSF DRW CAUSR7175 17338114 r, 1 �� sections B3, B7 or 810unless as applicable. Apply plates to each face of truss and position as shown tion above and on ���05/�O)� ' II 1 the Joint DeCa115, unlasa nntaa otherwise. Refer to drawls A,BgA_Z far standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT Alpine. a division of ITw 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/7P! ,, or for handling, shipping, AN ITW COMPANY installation II,bracing of trusses. TOT.LD. 42.0 PSF SEQN- 68081 ` A Seel an thie drawanp or cover pope listing this drawing, Indlesw acceptance Sr protheelansl enpinesring �4 `ZLY 14,2d6 0 respauibi iiey esaeiy for the design shorn. The mutability and uw of this drawing fors structure Is'dab 8351 RovanaCircle responsibility of the Building Designer per ANSI/IPI 1 Seee.2. any s OUR.FAC. 1 .15 self Tar FROM BB Sacramento,CA 95828 For more information sad this Job's general miss page and these web sites: SPACING 24.0" .1 RFF- 1 W6H7 1 75 7 1 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - X ) 'op chord 2x4 HF #2 120 mph wind, 19.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. 'or dead load is 1.50. 1 .5X4 III P 4 2-3-11 ■ 1 �� ■ _�.....„,...„„,.........„„.... .� 18-0-0 / —" 1 .5X4 III 2X4(A1) -1-6-0-- 5-8-8 2"12 I 1 5-11-4 Over 2 Supports 1 R=386 U=13 W=5.5" R=232 U=14 RL=49 Design Crit: IRC2012/TPI-2007(STD) Ito PROp . LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.181 S OR/-/1/-/-/R/- Scale =.511/Ft. 1 • WARNING!•• READ NO NILOI ALL NOTES ON THIS OWING! 825 N4thAve,so meliusn 9711 57-_118 ••INFORTNR• FURNISH THIS DIMwINO To.11 CONTRACTORS INCLUDING THE INSTALLERS (G +�� TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 tV 83294PE REF R7175- 2166 Trusses require extreme re In fabricating, Safety shipping, installing and bracing. Refer to aro fallow J DL 10.0 PSF DATE 12/04/17 Che latest edition of 8C51 (Building Component Safety Information, by TPI and NTCA) far safety practices prior T• o performing these functions. t lnstellersuShell provide temporary bracing per 8csi. Unless noted otherwise, I — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs Mali have bracing installed per DRW CAUSR7175 17338130 Ail i sections 83, 87 or WO, as applicable. Apply plates to each face of truss and position as shown above and on I�/O�/2017 Il �o)�INJ <ha paint <al unlaaa natatl the wise. Refer to drawl g=,gGA_z far standartl plata paatiana. BC LL 0.0 PSF CA-ENG BFR/RTT I n Alpine. a di vl si an of ITN Gul lding fomponanis Group Inc. shell noC be responsible far arty devl atian from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI ,, or for handling, shipping, AN ITW COMPANY installation.bretlrg of trusses. 13 tw- .p C TOT.LD. 42.0 PSF SEQN- 117647 A weal an this drawing or cover pp.listing tili.drawing, Indlwte..e..ptenea of professional engineering 4 VEy 14,20v- 0 responsibility solely for Th.design.MPn. 11itabill suitability as see of this drawing for any structure le the S . OUR.FAC. 1 .15 FROM BB 8351 RovanaCirde r..ponablllt f the BuildingGest sell'+a,an Sacramento,CA 95828 For more information see this Jobs general rotes page and these nab sites: V Tao * SPACING NG 24.nil .,a,.,r. .......- . r.. ........ IRFF- 1WRH7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - X1 ) -op chord 2x4 HF #2 120 mph wind, 19.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. leflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. 'or dead load is 1.50. 1 .5X4 III 4 P 2-3-11 L' 'Ji ® 18-0-0 i 2X4(A1) = 1 .5X4 III t5-8-8 2i_1I2 l< 5-11-4 Over 2 Supports R=254 U=1 R=251 U=16 RL=39 Design Crit: I RC2012/TPI-2007(STD) e:::: 16.0 PROFcSS 'LT TYP. Wave FT/RT=2%(O%)/4(0 15.02.14,1 $iN e• �O OR/-/1/-/-/R/- Scale =.5"/Ft. ussComponents ofOregon (503)357-2118 ••WAMIINGI•• AND retain NOTES ON THIS DRAWING! 83294PE TC LL 25.0 PSF REF R7175- 2167 825 N 4th Ave,Gemellus OR 97113 "ilpaRTAxre• FURNISH THIS ORIrING 70 ALL CONTRACTORS INCLUDING TME INSTAwats. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow ois the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior C IL 10.0 PSF DATE 12/04/17 n o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17338131 i sections 83, B7 or 810, es applicable. Apply plates to each face of trussand position as shown above and on �=1 ' �1 _L=)0 f '' the Joint Details,the noted otherwise. Refer to crewing,160A-Z for standard plate positions. OREGON C LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY drawing,[al latien.bracing of trusses. 4 941'14,24e �� TOT.LD. 42.0 PSF SEQN- 117648 A.poi ib lily drawing yer cover R.R.lifting Th.thluit bil Ilha d i.e.0?acceptance of pr for any.l ct re la t sett Tar DUR.FAC. 1 .15 FROM BB responsibility sly rbc dna design ig I.tI. The suitability dIe t.a of tlnl.drawing for any structure la the 8351 Rovana Circle r'a pelMiel llty or the Building Designer per ANSI/DPI 1 s.e.2. Sacramento,CA 95828 For more information see this Job's general notes page and wase web aitea: SPACING 24.0" .1 RFF- 1 WFTH7 1 75 7 1 4 a,.,r. .... _.ore i...___.ion se....__.____--. notes_._.a and „. ....e Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - EJ1 ) -op chord 2x4 HF #2 120 mph wind, 18.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II , EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live load ippiied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. 1 +19-3-13 1 4 R=109 U=10 1-7-5 / J18-0-0 2X4(A1) L-1-6-0 >1.< 3-10-3 >1.< 2-1-1-->i I5-11-4 Over 3 Supports >-1 R=323 U=10 W=5.5" RL=35 R=82 Design Crit: I RC2012/TPI-2007(STD) .`'`G�QO PROF"4S'., 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.I,iyl $�N E' . ,O OR/—/1/—/—/R/— Scale =.5"/Ft. vssComponents ofOregon (503)357-2118 "'MARNiNcI.. REPO NO FOLIO,ALL OWING, I THIS uINGI �� 83294PE 'Q TC LL 25.0 PSF REF R7175— 2168 825 N 4th Ave,Cornelius OR 97113 ”RIFORTART.• FURNISH THIS ORATING TO ALL CONTRACTORS IN:LUOINO THE INSTALLERS.Trusses require extreme tare in fabricating, handling, shipping, installing and bracing. Refer to and follow oe.0,'" DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior C IL 10.0 PSF o performing these functions. Installers shall Provide temporary bracing per BCsi. Unless noted otherwise, to chard shall have properly attached structural sheathing and bottan chord shall have a properly attached C DL 7.0 PSF rigid ceiling, Locations shown for permanent lateral restraint of webs shell have bracing Installed per SCSI 12/05/2017 DRW CAUSR7175 17338116 L I sections B3, 87 or B10. as applicable. Apply plates to each face of truss and position as shown above and on /1� o)= I the Joint Details. unlace noted otherwise. Refer to drawings 160A-2 for standard plata positions. OREGON :C LL 0.0 PSF CA-ENG BFR/RTT /moi ' �1 Alpl o, a division of 17W Building Components Group Inc. shall not be responsible for any deviation from this drawing. anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN RTW COMPANY installation.bracing of trusses. / n4Y 14 0" t0 TOT.LD. 42.0 PSF SEQN- 117649 " A seel on W".drawing or the design I00 flattop this drawing, Indicates.m.pr hh...f pr.h..g .e les..rl rip responsibility y solely Buildiinng o elp�ANSI/TPI I suitability.w we of this drawing for any structure I.the See II Tar► DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility Sacramento.CA 95828 For more Info rmatlpn see this Jabs general nates page and rhe=a web slims: Renewal 8!80/2018 SPACING 74.0" .1RFF- IWFTH7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - EJG ) 'op chord 2x4 HF #2 Special loads lot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 71 plf at -1.50 to 71 plf at 1.85 20 mph wind, 18.39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -1.50 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 plf at 0.00 to 7 plf at 5.94 )L=4.2 psf. BC- 21.21 lb Conc. Load at 2.00 BC- 35.17 lb Conc. Load at 4.00 find loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live )eflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. 'or dead load is 1.50. R=77 4 1 ►0 1 • `1 18-7-13 0-11-5 i +18-0-0 2X4(A1) Le-1-6-0 >I< 1-10-3 >i< 4-1-1 5-11-4 Over 3 Supports >{ R=256 U=32 W=5.5" R=75 Design Crit: I RC2012/TPI—2007(STD) e..1. �SO PROF4,z, 'LT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.1Q4 N E'F ,0 OR/-/1/-/-/R/- Scale =.5"/Ft. USS Components of Oregon ••WARNINGI•• READ AND FOLLOW ALL NOTES 83294PE - TC LL 25.0 PSF I 711 57-_118 ..N TANT.. FINNISH TRIS DINING TO ALL CONrRAOTORS INCLUDING ON THIS OR/WING IME INSTALLERS. 825 N 4t 9 Ave,Cornelius OR 97 13 Trusses require extrema re In fabricating, handling, shipping, installing and bracing. Refer to and follow REF R7175— 2169 pp pr the latest edition of BCSI (Building Component Safety Informationn,, by TPI and WiCA) for safety practices prior C IL 10.0 PSF DATE 12/04/17 o performing chase functions. Installers shall provide temporary bracing par BCSI. Unless noted otherwise, tap chord shell 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 12/05/2017 ;C DL 7.0 PSF DRW CAUSR7175 17338123 ,4— actions B3, B7 or 810, as applicable. Apply plates to each face of truss aM position as shown above and on )) the Joint Details, unless noted otherwise. Refer to drawings 180A_Z for standard plate positions. OREGON :C LL 0.0 PSF CA—ENG BFR/RTT 11A\`I Alpine. a division of ITW Building Components Group Inc. shall not be responsible �l I 9 s roan prorhen for any tlpping,on from this awing, any failure to build the truss in conformance with ANSI/TPI 1, or far handling, shipping, • AN ITW COMPANY installation•bracing of trusses. 4 n4X 14,24° �0 TOT.LD. 42.0 PSF SEAN— 117650 A seal on thio drswIsolely or the Rao.Iowa. this suitability Indicates ua of it domingpfoasalansl .tourers sett Tar - DUR.FAC. 1 .1 5 FROM BB Aiseal on liiw aalaln far co rings shawl. Thi idrwin ,ty dtw ilea of epta ceo far any al engin.rI Ma 8351 RDVana Circle responsibility or Hr Building Daalohar per ANSI/TPI 1 Bac.2. Stcameem,CA95828 For more information see this _ _--, wrr.. Renewal 813012018 SPACING 17.5714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - IGE ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. 'russ designed to support 1-0-0 topchord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member Lot to exceed 5.00 PSF one face an24.0" span opposite face. Top chord design. lay be notched 1.5" deep X 3.5" periodically along top edge. DO NOT )VERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per )o not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Lee DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind )racing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. 1.5X4 III 1.5X4 III 4 1 a ' I 1-7-12 2X4(A1) It 0-4-7 _% I I� 11111111111i 1.5x419-0-0 rr C�� E--- 3-10-0 Over Continuous Support )] R=96 PLF U=36 PLF W=3-10-0 RL=18 PLF ItEO PROF' Design Crit: IRC2012/TPI-2007(STD) 4' 43, LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .vt rf ,C6$N L�! F. O OR/—/1/—/—/R/— Scale =.75"/Ft. -uss Components of Oregon (503)357-?118 ';WARNINGImm READ AID FOLLOW Alt NOTES ON MIS ORANINGI REF R7175— 2170 825 N 4th Ave,Cornelius OR 97113 ..INFO[TAN. FURNISH THIS BRAWIN,To ALL CBHITUWTORS INCLUDING THE INSTALLERS. Or TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow '/� eroap n. '''r OL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior o performing these functions. installers shall provide temporary per SCSI. Unless noted otherwise, to chord shall have properly a[Cached structural sheathing and bottem chord shall have a properly attached :C DL 7.0 PSF n rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 12/05/2017 DRW CAUSR7175 17338109 actions B3, e7 or B10, as applicable. Apply plates to each face of truss and position as show„above and on J n 1�LI 'JUNE U^ I E the Feint Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions, OREGON BC LL 0.0 PSF CA—ENG RTT/RTT f=1 I' I ' �I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing. any failure to[wild the truss In conformance with ANSI/TPI 1, or for handling, shipping, • AN ITW COMPANY Inatallatldn.bracing of tr,�awa. 4 c',, 14,Zoe TOT.LD. 42.0 PSF SEQN— 112760 A seal on this awing or caller pegs listing this drawing, indicat...ee.p:„,..x Fwf eelen./.ngin..rIn,rosponsibility 84-.‘ t 8351 Rovana Circle r.epeh.lbility solely tBuuildiinng�Dw igigne igo�ANSITha�ie11bl.e.2 and e.e Of this scowl lip for any.tfucture 1e the Sell Tan 4DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: Renewal 012018 SPACING 74.0" .IRFF- 1W6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - J ) "op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. 1.5X4 III 4 1-7-12 0-3-15 Mil A +9-0-0 I —�. 1.5X4 III 2X4(A1) —1-6-0� 3-8-12 '1--1 k 3-11-8 Over 2 Supports -1 R=311 U=2 W=5.5" R=138 U=1 RL=30 CEO PROF. Design Crit: IRC2012/TPI-2007(STD) ,<<G SS LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ..e I ,C66N Ek �O OR/-/1/-/-/R/- Scale =.75"/Ft. vss Components of Oregon (503)357-2.118 **WARNINGI we READ AND FOLLOW ALL NOTES ON THIS ORAWINGI (Cr JQ 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.* FURNISH THIS DRAWING TO ALL eaimACTwls INCLUDING THE INSTALLERS. L 83294PE TC LL 25.0 PSF REF R7175- 2171 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to aro follow 0./...T- the latest edition of BCSI (Building Component Safety Information, by TRI and RICA) for safety practices priorOL 10.0 PSF DATE 12/04/17 ro performing these functions. Installers sll provide temporary bracing per BCSI. Unless noted otherwise. he top chord shall have properly atcathed structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 12/05/2017 C DL 7.0 PSF DRW CAUSR7175 17338111 r O`� sections 83. 07 or 810• as applicable. Apply plates to Oath face of trussand position as shows,above and on ,4 VIII PONE the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z fortandard plate positions. OREGON BC LL 0.0 PSF CA-ENG RTT/RTT Alpine. a division or ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TP1 1, or for handling, shipping, AN ITW COMR4NY Installation a bracing of trusses. A.Mi en this treeing or clever page listing erle drawing. Indicates acceptance of pron...laai engineering (/ SLY l4,201t - TOT.LD. 42.0 PSF SEQN- 112755 8351 Rovaga Circle rrespasibliiey of1ethe SSulldiieeg design igner pe:AiSvmi`�SSec.2 aftl our mio drawing for say.el.leblre is w sseII Tan OUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: n,.,r. ....... ._,__._ __-. a,. ._...._-•_-___-. m. ........ Renewal 6/30/2018 -2018 PACING 24.0" JRFF- 1W6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - I ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. 1 .5X4 III 4 i . 1-7-12 0-44--7 L Ill 9-0-0 / ,I \'l 2X4(A1) = 1 .5X4 III 3-7-4Z FE 3-10-0 Over 2 Supports R=165 R=161 U=3 RL=21 Design Crit: IRC2012/TPI-2007(STD) ,c�,itert PROFESS 'LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ..e' I ,GiN F0 'p OR/-/1/-/-/R/- Scale =.5"/Ft. THI (RARINGvssCom nentsofOregon (503)357-?118 ""wARNINGI'• READ Ivo Falov ALL NOTES ON THIS CRANING! a' 1 825 N 4thAve,Cornelius OR 97113 a'I�m""r O " "16N THIS(RARING T°ALL COINNACTORS INCLUDING E INSTALLERS. 83294PE - TC LL 25.0 PSF REF R7175- 2172 Trusses require extrema re in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCS1(Building Component Safety Information, by TPI and WTCA) for safety practices prior �„/� IL 10.0 PSF DATE 12/04/17 to performing chase functions. Installers shall Provide temporary bracing per BCBI. Unless noted otherwise, tO;chord shall have properly attached structural sheathing and bottom chard shall naye a Properly attached :C DL 7.0 PSF rigid ceiling. locations snows for permanent lateral restraint of webs snail have bracing Installed per(SCSI 12/05/2017 DRW CAUSR7175 17338108 A��O`0 N sections 83, ai or unless as applicable. Apply pietas to each ia�of truss and rd plate as stion above and do J the mint Details, of IT oared otherwise.Components tsfar to drawings l not for standard plata nye deviation OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpin, a division of ITN Building the Components Group Inc. shall hoc be responsible for any ippiatlon Tran this drawing, any failure to nulla the truss In conformance with AN51/TPI 1, or for handling, snipping, e AN ITW COMANNV instaIlotion a bracing of trusses. G 414Y14,034 O TOT.LD. 42.0 PSF SEQN- 98948 Areal en this Crewing ea ewer p.g. I I.ting title drwliw. India.t...eeepe noe of professional englnrrlrg sa ly Per Vh• 8351 Rovana Circle resp oib�l y of"thee Building assign ANSI/TPI ec.2.and""of drawing Ter any structure I.the *ell Tan DUR.FAC. 1 .15 FROM BB Saclamenro,CA9582S For more information see this Juba general notes page and these web sites: - Renewal 6/3012018 SPACING 24.0" .1RFF- 1WfH7175714 I THIS ENG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ; 1115073--PARR FOREST GROVE -Riverside 2885 8 Roof Mas -- master master , OR - K ) 'op chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT I1, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. lottom 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. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. R=22 U=2 4 i 9-8-1 0-11-12 i 9-0-0 If 2X4(A1) = R=20 U=4 Lr,--1-6-0--›.1 1-11- Over 3 Supp Irts R=259 U=15 W=5.5" Design Crit: I RC2012/TPI-2007(STD) ILtO 1'ROpF6s LT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ..,e •Ad►,G4N F, •Ip OR/-/1/-/-/R/- Scale =.5"/Ft. vssCom Components (503)357-2I18 '�1IARNINGI" READ AND FOLLOW ALL NOTES ON THIS dwlNGl " REF R7175- 2173 po ..IMPORTANTe FURNISH THIS CRANING To ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 825 N 4th Ave,Cornelius OR 97113 , 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI Rullding Component Safety Information, by Tel and WTCA) for safety practices prior /� IL 10.0 PSF DATE 12/04/17 1• to performing these functions. tInstallers shall provitic temporary bracing par 8CS1. Unless noted otherwise. top chord shall have properly attached structural sheathing aha bottom chord shall have a properly attached C DL 7.0 PSF rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing (natal lax per SCSI 12/05/201'7•01 DRW CAUSR7175 17338127 ,4��� sections 83, 87 or 010, AS eppllCable. Apply pietas to each of truss and position as down above and on ' i the Joint Details, unless notatl etharwnse. Refer to arewin ,ROA_Z far starderd place positiae». OREGONBC LL 0.0 PSF CA-ENG BFR/RTT Al pl re, a of vision or ITW Building Canpmencs Group Inc. shall not Da responsible nor a,ry aeViatlon tram this awing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY drawing, a bracing or trussed. A, ICY 14,2Ot'P � TOT.LD. 42.0 PSF SEQN- 12122 REV A Allow on this drawing or vomer pogo listing,this drawing, Indians sasptanes of professional riginssrins _l►� rapensibllity solely for the design shown. The elltaliity end ues of this drawing for any structure is the VV 8351 Rovana Circle responsibility of the Building Designer per ANaI/Tpl I See.2. *Self Tar CUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 n .- . _ ._For more information see this Job's general nates page and these web sites: Renewal 6/30/2018 SPACING 24.0" .inio . ........_._.__._... Tn.. IRFF_ 1W6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - SJ1 ) -op chord 2x4 HF #2 120 mph wind, 18.39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. lottom 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. leflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. R=16 U=4 4 I hl 18-7-13 1 0-1I1-5 i-I� © 18-0-0 V 2X4(A1) = R=21 U=4 �1-6-0 >l< 1-10-3 2we s 1-11-4 Over 3 Supports R=258 U=24 W=5.5" RL=21 Design Crit: IRC2012/TPI-2007(STD) 101PROpk` 'LT TYP. Wave FT/RT=296(0%)/4(0) 15.02.,t `rS9' OR/—/1/—/—/R/— Scale =.5"/Ft. -uss Components of Oregon (503)357-2118 • WARN INGI•• READ Sue FOLLOW ALL NOTES DN THIS°MINIM �`NC' 825 N 4th Ave,Cornelius OR 97113 "ItvrnTWwr' FURNISH THIS DRAWING mu" CONTRACTORS INCLUDING n°imma s• ' �i 1, �1. TC LL 25.0 PSF REF R7175- 2174 Trusses require entrains care in fabricating, handling, shipping, installing and bracing. Refer mem follow 83294PE �► DL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, byTPI and RIC,) for safety practices prior �,. 7 o performing these functions, Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly a inched structural sheathing and...COM chord shell have a properly attached rigid telling. Locations showntfor permanent lateral restraint of webs shall have bracing installed per BC c BC DL 7.0 PSF DRW CAUSR7175 17338119 ,4 UO) ections B3, BT or B10, as eppliceblb. Apply plates to each face of truss and position as shown above and an 12/05/2017 the Joint Details. unless noted otherwise. Referto drawings 180A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/PTT Alpine, a division of Irw Building Campanenis Group Inc. shalt not be responsible far any deviation From this OREGON awing, any failure to build the truss In conformance with ANSI/TPI t, or for handling, shipping, ♦ AN ITW COMPANY I . TOT.LD. 42.0 PSF SEQN- 117655 A seal on this*ming or cover pew listing al.drawing, Indie.w eee.pe hoe of professional engineering �j_ �!!Ey 14 2 ' 0 r..pen.lbn tty sorely for the design sheen. The sutt.bti tty end use of this drawing for any structure is the s35I Rovana Circle reapOrn.lnn ley or the Wunmng Designer per ANSI/WI I sea.2. s DUR.FAC. 1 .15 FROM BB sell Tan Sacramento,CA 95828 For more information see this,abs general notes page and these Mab alma, SPACING 24.0" .IRFF- 1W6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - SJ2 ) "op chord 2x4 HF #2 120 mph wind, 18.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Ipplied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. )eflectlon meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. R=94 U=12 4 1 1 +19-3-13 1-7-5 0 , 18-0-0 r R=35 U=1 2X4(A1) L-1-6-0 >I< 1-11-4 >l< 2-0-7- -->J I-E3-10-3 Over 3 Supports e R=286 U=20 W=5.5" RL=35 Design Crit: IRC2012/TPI-2007(STD) *50°PRUFL� 'LT TYP. Wave FT/RT=2% 0% /4 0 15.02.fR T e `SS OR/—/1/—/—/R/— Scale =.5"/Ft. vssComponents ofOregon (503)357-2118 .. LL RNING1.. READ AND FOLLOW ALL NOTES ON THIS OWING! 825 N 4th Ave,Gemellus OR 97113 eeiMPORTNRae memo TN)s awing To ALL CONTRACTORS Ir/0.1 om THE INSTALLERS. �t9 viiTC LL 25.0 PSF REF R7175— 2175 Trusses require extreme care In fabrlaatirg, handling, shipping. installing and bracing. Refer to and follow 83294PE the latest edition of BCSI (Building Component Safety Information, byTPIand wrcA) for safety practices prior �- DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI, Unless noted otherwise, op 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 BC DL 7.0 PSF DRW CAUSR7175 17338115 ,4�L�)0 sections 83, 87 or Si0, as applicable. Apply plates to each face of cru and position as show above and on )2/05/20)7 L J la the dint Details, unless noted otherwise. Refer Co drawings 180A-Z forstandardplate positions. BC LL 0.0 PSF CA—ENG BFR/RTT Alpine. a division or Ilw Building Components croup 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, • AN ITW COMPANY installation a bracing of trusses. 13 TOT.LD. 42.0 PSF SE N— 117656 A.«I an this droving or coyer peg.listing this drawing, indicates.a.epten.e of profe.elensi engineering /_ "Y/ty 14,2O' m SEQN— solely nor the design enaen. The suitability end tiee of this drawing for«or structure 1e the Y t DUR.FAC. 1 .15 FROM BB respon.Ibiilty of the IYIlding DesignerANSI/TPI 1 Sse.2. S 8351 Rovana Circle per sell Tats Sacramento,CA 95828 For more information see this Job's general rotas page and these web alta=: SPACING 24.0" J RFF- 1 WBH7 1 75 7 1 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - SJ3 ) -op chord 2x4 HF #2 120 mph wind, 18.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Ipplied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. 4 1 R=53 U=4 dolille 18-7-13 1 0-11-5 0-5-12 ` � .� 18-0-0 V "l 2X4(A1) 1"1 -=- 1-5-12 Over 2 Suuports R=65 i Design Crit: IRC2012/TPI-2007(STD) *E,O P NDA-4 'LT TYP. Wave FT/RT=2% 0% /4 0 15.02.fs �1 lsS OR/-/1/-/-/R/- Scale =.5"/Ft. 825N4thAve,someliusn (503)357-1118 **WARNFURNISH IEA/Ino NG TO ALL NOTES a THIS ORNVININCLUDING �Ui TC LL 25.0 PSF REF R7175- 2176 825 N 4th Ave,Cornelius OR 97113 "I SIS"TM's DRAWING TO CONTRACTORS INaInIN/THE INSTALLERS. Trusses require extreme care in fabricating, handling. shipping, Installing and bracing. Refer to ab follow DL 10.0 PSF DATE 12/04/17 the latest edition of ncsi (au;'ding Component Safety Information, by TPI and WTCA) for safety practices prior J to performing these functions. Installersshall provide temporary bracing par SCSI. Unless noted otherwise, - top chord shall have properly attached structural ctural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF n rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing instal led per DRW CAUSR7175 17338118 sections/3, /7 or/,0, a applicable. Apply plates to each face of trussand position as shown above and on 12/0Srl2O1 ' l�, 2 the Joini Dotal is, unless noCetl otherwise. Rafar to drawings,SOA-Z forstahoartl plate posiCloms. Alpine, 8 di vi sign of 17W Builtlln Co dna ,4 nts Ina , 1 BC LL 0. N g hal n t ba rad or hon 0 PSF CA-ENG BFR/RTT drawing. any'ailuro to Wild the truss in conformance with ANSI/TRI ,. or for handling, shipping, OREVON AN ITWCOMPANY installation.bracing of trusses. tw- TOT.LD. 42.0 PSF SEQN- 117657 1 A seal on this drawing or cover pew listing this drawling, Indlwtr.eeept no.of prohwlewl engineering �� VCY!4,2�" re.perrlbll lty solely Tor eh*design sheen. Ths suitability end use or this drawing ter any*truth.Is the 8351 Rovana Circle 'dispensability or nne Building Designer per AIB I/7pl ,S.e.Z. sse►f Tar DUR.FAC. 1 15 FROM BB Sacramento,CA 95828 For more information see this fob's general notes page and these web sites: n...r. ........ . ,__._...- . n,. ._...._-'_-----. W ,. ........___.__.---.__-. SPACING 24.G" JRFF- 1WfTH7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1.115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - SJ4 ) 'op chord 2x4 HF #2 120 mph wind, 19.05 ft mean hgt, ASCE 7-10, CLOSED bldg, Located lot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. lottom chord checked for 10.00 psf non-concurrent bottom chord live load Ippiied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. )eflection meets L/360 live and L/240 total load. Creep increase factor 'or dead load is 1.50. R=100 U=13 4 i 0 +19-3-13 -7-3 ii 0-5-10 *MEMO 4_18-0-3 2X4(A1) R=48 U=4 -1-5-12 >< 2-0-7---- H3-4-11 Over 3 Supports R=114 RL=22 Design Crit: IR / 'LT TYP. Wave T/RT %(0%)/4( D)0) 15.02.►/t,�'�I�_g,( ",�";,��s`3'/• OR/-/1/-/-/R/- Scale =.5"/Ft. ussComponentsofOregon (503)357-2118 ••WARNINGI•• AND MUNI AuNI17FSaTHIS DRAIAINGI �Q TC LL 25.0 PSF Components ••IIPGRTANr•• @i1g11311 This DRAWING To ALL CONTRACTORS INCLIDING TIM INSTALLERS. REF R7175— 2177 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme care In fabricating, handling, 83294PE ng• or shipping,onby TPI ) fornsa Refer to and follow / DL 10.0 PSF DATE 12/04/17 _,,,,- the latest edition of BCSI (Building Component Safety Information, TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached,,411634 teed 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 ) //��11 BC DL 7.0 PSF DRW CAUSR7175 17338137 ,4---,��N 1 a sections Cl, ai or 010, as applicable. Apply plates dr each face of trussand position as shownabove and on 1 Zros/2017 ' the Joint Ddtella, unlet noted angConon. Refer to drawings 180A-Z forstandardplate positions. BC LL 0.0 PSF CA-ENG BFR/RTT Alwin, a division of Idilding usspinents Group Inc. shell net b1 responsible far any deviation from this OREGON drawing, any 4braci Co build the truss in conformance with ANBI/TPI 1, a for handling, shipping, AN ITW COMPANY installation.bracing of trusses. 13 'Vi TOT.LD. 42.0 PSF SEQN- 117658 I A semi tat thin droning Cr mum.pogo listing this drawing, Indle.t....e.pt.to.or prof rlet.i.Igin..rIn (/ Ly 14,�� responsibilityrty a"the Buly ilding design ign.,per ANSI/TPI 1 suitability and"..'r this emoting for any structure n the *sell Tar t DUR.FAC. 1 .15 FROM BB 8351RovanaCircle Sacramento,CA 95828 For more Information see this Job's general rotes page and these web sites: SPACING NG 24.0" J RFF 1 W 6H7175714 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :1115073--PARR FOREST GROVE -Riverside 2885 B Roof Mas -- master master , OR - FT1) "op chord 2x4 HF #2 lot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :W1, M4 2x4 HF #2: -his "Hip Frame" may be used in place of purlins on the hip )lane to brace the flat top chord of hip trusses. See detail lrawing HIPFRAME1014 or HIPFR1801014 for additional information. 2X4 III 5 12.65 / ' W1 9-9-4 i / 0-0-4 o IJ e 2X4(D8R) G 2X4 III Fr 9-3-0 Jote: All Plates Are 1 .5X4 Except As Shown. 'LT TYP. Wave P Design Crit: RFT RT 2%(0% /4(0 16.01 16.01 .1/c.u��PRO��S`S'/. OR/-/1/-/-/R/- Scale =.292"/Ft. vas Components of Oregon (503)357-3118 '•WARNINGI'" READ AID FOLLOW ALL HMS ON THIS DRAWING, 825 N 4th Ave,Cornelius OR 97113 "IIPQtTANr•• ?VANISH THIS°"~'"°70 ALL CORRECTORS IIILZ ams THE INSTALLERS. 83294PE 41 Nk TC LL 25.0 PSF REF R7175- 2178 Trusses require extreme 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 prier /rte - DL 10.0 PSF DATE 12/05/17 o performing these functions. Installers shall provide temporary bracing Par SCSI. Unless noted otherwise, e to chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17339003 rigid ceiling. Locations shown for permanent lateral restraint of webs all have bracing Installed per BCSI /��y tr sections 03, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on 12/05/2017 A—_sLO3[1 N, the Joint Details, unless noted otherwise. Refer to drawings 180Ao_Z for standard plate positions. BC LL 0.0 PSF CA-ENG J CJ/RTT Alpine, a division of I7W Building Components Group Inc. shall not be responsible for any deviation frau this OREGON drawing, any failure to bulla the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY imtailaHen.crating of trusses. �/ C TOT.LD. 42.0 PSF SEQN- 112753 ` A...I on th1e drawing or cover pegs listing this drawing, indic.t...eo.pt.no.of professional engineering �Y 14,�� ,��/ responsibility solely for ign bility 8351 Rovana Circle r..paonibitity of the&slidiinng..igrpner pair ANSInPIt"S.a.2 and h..e of mtn drawled for any.truetar.1s w ere Tao' DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JRFF 1W6H7175714 nl.,r. NG x - ice rare De - ai , s B ' / W4X4, Min, Hip Frame ri — U $ 24" --` .MMEMM=INWMEMIE � Common Trusses 11 Typ _ ■ 11 / I W1.5X3 U ril Typ, • le U 1 P M • �.; ; • Stepped H i p M=11=10010111010111,1==. • System Trusses x4 Chords 2x4 Purlins � i1SuUu01eini uI���U ♦IMMIEWA .� r r r I: r r r __._.__..._._ \ Setback 1 � #1 Hip I UIhiIi!!! !JLPChEdI and Sheathed .Ufl...•U••U•NNU1110 Chord Ores — B Hip Frame : - • � % Bottom Chord W3X4, Min. o- Attach hip frame to fat 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 o ttached to 141 hip with 106 common (0.148"x3") AKA nails @ 6" o.c, maximum spacing. Hip frame stops of plumb cut of ,I Hip Frame jacks to maintain pitch continuity, 1 S e C U I /� * Hip frame lumber is SPH, So, Pine, HP, illW or DPL Standard, Stud grade, or better, / .'0 See Engineer's sealed design for setback, 11 lumber, plo ting, loading, and dur ation factor required. 11 Hip frame chords may he trimmed up to 2" to fit. L purlins must He intact and properly attached, - Setback Stepped Hip System Trusses e this detail for CE 7 10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, CE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ICE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated. :CC 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cot II, Exp C. Struc _ .els must be properly attached directly 'sidential, Wind TC DL_=4,2 psf, Kzt=1.00 To t• . F: fins, `y' INE . 9 ••VARNINGI•• READ AND FOLLOV ALL NOTES ON THIS DRAWING' 1 v 83,294pE _r REF HIP FRAME ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme core in fabricating, handling, shipping, installing and bracing. Refer to and Ce / DATE 10�01�14 follow the latest edition of BCS' (Building Component Safety Information, by TPI and SOCA' for safety practices prior to performing these Functions. Installers shall provide temporary bracing per SCSI. j \N, Unless noted otherwise, top chord shall have properly attached structural sheathing and botton chord D R W C H I P F R O M E 1 0 1 4 ,,, shall have o properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs 12/05/2017 Jf �, , - shall have bracing ientailed per BCS, sections B3, B7 or 810, as applicable. Aoply plates to each face '� , of tr ss and portion as =Hawn aba.e and an the lint Details. aolwas noted otherwise. OREGON Z JI J Refer to drawings l600-Z For standard plate positions. /��/17 Alpine, a tlivision of ITV Bull ding Components Group Inc. snail not be responsible for any deviation from p C AN ITW COMPANY this drawing, any failure to build the truss In conFornance with ANSI/TPI I, or for handling, shipping, LV 14,20 • installation t bracing of truaae S •t A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional 'sell Tar 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 1 Seca Randawal 11/211/,1141 x - ip - rare DeTaiLs Hip Frame W4X4, Min B / 511 24"� • Common Trusses /Pi : ' Y P. IN 11211111111111.F1 MI W1,5X3 111=1111=0,1111=1=11111 Typ mi*, s . \ M r u r 4 I�i ' IIIIM. Stepped Hip 0100 11111 11 System Trusses 2x4 Purlins al•151.p.l.l.l.• x4 Chords 5 �i �; • 1 �• �; �. �-4 Ili j Setback ■nillipilitimmath #1 Hip ill � Pltc ed and Sheathed �II•••••••11..`61 1�M�� Chord Are o AIMI 1.1 Hip Frame* o- / 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 F rade, 'R' common nails, Bottom chord of hip frame to be attached to #1 hip with ltd common (0.148'x3") %nails 2 6" o,c, maximum spacing, Hip Frame Hip frame stops at plumb cut of - jacks to maintain pitch continuity, Sec ion B - B Ak Hip frame lumber is SPE, So, Pine, HE, ,---- ) 0 or DEL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plo ting, loading, and duration factor required, Hip frame chords may be trimmed up to 2" to fit. �� purlins must be intact and properly attached Setback Stepped Hip System Trusses e this detail For: CE 7 10, 140 mph, 30' Mean Hgt, Enclosed, Exp 5, or Hip Frame - provided by truss manufacturer, CE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing For slat CE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frome system where indicated, CE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Struct - .eels must be properly attached directly 'sidentiol, Wind TC DL=l,2 psf, Kzt=1,00 To Epri�'Iit�F Ss fins, , �0G1NF � RS Sp A - wwVARNINGI�w READ AND FOLLOW ALL NOTES ON THIS DRAWING' Y R E F H 1 P FRAME w•IMPORTANT•w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ' 83294PE 7 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and Q /' LATE 10/01i14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these Functions. Installers shall provide temporary bracing per SCSI. /' unless noted otherwise, top chord snail have properly attached structural sheathing and nottpn chor. D R W G HIP F R A M E 1 01.4 -_� shall have o property attached rigid ceiling. Locations shown For permanent lateral restraint of webs nII shall have bracing ins tolled per BCSI sections B3, B7 or EIB, os applicable. Apply plates to each face 12/05/2017 \ C of trus and position as shown above and on pons Joint Details, unless noted otherwise. \\`C Refer to drawings 160A-Z For standard plate positions. ,[�RE(�ON AN TW COMPANY Alpine' a division of ITV Building Components Group Inc, moll apt be responsible for any de vin tion from2/v5n7 this drawing, any failure to build the truss in conforno ace with ANSI/TPI I, or for ho ndling, shipping, installation i bracing of trusse (e wlY 14,204 tib A seat on this drawing or cover page Listing this drawing, indicates acceptance of professional se����� 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. a Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Dr! 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 100 Or: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace . (1) 2x4 'L' Brace * (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace w (2) 2.6 'L' Brace wrt Bracing Group Species and Grodes1 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 Ai • Spruce-Pine-Fir Hen-Fir S n _ #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' , 14' 0' 14' 0' 14' 0' #i / 42 Standard #2 Stud J — #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0` 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard _ _ _ Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0° 14' 0' Q 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 Pinewww U #1 4' 10' 7' 11' 8' 2' 9' 4' I 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' k3 83 3 SP #2 4' 7' 10° 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud StandardStud standard "U _ #3 4' 6° 6' 6" 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' (� D L 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' 4 10' 4 11' 1' 11' 11' 12' 10' 4' 0` 14' 0' Group B J c #1 / #2 i 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0° 14' 0` Hen-Fir L S_ P #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10° 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' at E Btr U #1 -- Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' l0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' U O Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pineeee #1 _ 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' at I 41 #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0° 14' 0' #2 I #2 _ #3 5' 1' 11' 8' 5' 10' 6' 10' 11' ' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0° 1x4 Braces shall be ORB (Stress-Rated Board), D L- Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' U I - wwwFor Ix4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0" 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B 2 #1 / #2 5' 9' 9' 10° 10' 2' 11' 7' j 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' Cr values May be used with these grades. D _ SPF #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; U _ _— 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. OStandard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0° 14' 0' 14' 0' 14' 0' Provide uptft connections for 70 plf over #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 TO Dead Load), S #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' outlockers #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 'verhong, - I D - 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' 6" 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symmtµ, Attach 'L" braces with 10d (0,128°x3.0' min) nails AboulL I able Truss 0 )I( For (I) 'L' brace: space nails at 2' o,c. II 'i., in 18' end zones and 4' ac. between zones, )onol brace option: I **For (2) 'L' braces' space nails at 3' o.c, i - T ; in 18' end zones and 6' o,c, between zones. tical length nay be (111 'bled when diagonal 18" 31E S 'L' bracing must he o minimum of 807. of web o is used, Connect5L — ' © member length, )anal brace for 385ri I 'L' each end, Max web /V Brace Gable Vertical Plate Sizes al length is L4� % l Vertical Length No Splice / 2x4 DF-L 112 or Less than 4' 0' 1X4 or 2%3 better diagonal ral 204 /i/ Greater than 4' 0', but Vertical length shown / brace; single less than 11' 6' in table above. or double cut 18' + © , Greater than ll' 6' 30 ,' 145' (as shown) of LL J 1L.�,I © + Refer to common truss design For _L I/ upper end. �----e— U1 j 1.11—M I • — peak, splice, and heel plates. �/ �-7 /f ontlnuous BearingP'0., / Refer to the Building Designer For conditions Connect diagonal at v���� midpoint of vertical web �. Refer to chart above for me,45 wiain'ti i "L'Ath, not addressed by this detail, ■NWARNINGIw■ READ AND FOLLOW ALL NOTES ON THIS DRAWING /� G tn wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,� V7 ��N� REF ASCE7-10-GAB1203U Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and 83294PE fellow the latest edition of BCSI 'Building Component Safety Information, by TPI and SBCA) For safety a w DATE 1001/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. �' Unless noted otherwise, too chord shall have properly attached structural sheathing and bottom chord DRWE A1203 DEN f`101.014 l'" shall have a properly attached rigid telling. Locations shown. for permanent lateral restraint of webs l.,l 1 - 1 shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face /� -NI' of truss and position as shown above and on the Joint Details, unless noted otherwise. 1205/201�I / -L ILII Refer to drawings 160A-Z for standard plate positions. 13 goN (SDC AN ITW COMPANY Alpine, a division of ITV/ 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 I, ar for handling, shipping, �lll////vvvv7777/ I t` MAX, TOT. LD, 60 PSE installation 6 bracing of trusses. "110'14,26W' I(`'/ A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional �j X1'14°24 elo 4)engineering responsibility solely for the design shown. The suitability and use of this drawing s8e1�Tan', for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth1338CityLakefront, ODrive0For more information see this job's general notes page and these web sites Earth Glry,MO 63045 ° e Al PINF: www.nlnlneitw.raIRS: TPwww.tnlnst.nnni SPCA, www.sbclndus tr v.nr o; ICE., www.iccsaf e,nrn MAX. SPACING 24,0 ee 'e , e _ e , aid. For Let—in Verticals Gable Truss Plate Sizes SY ('y + Refer to appropriate Alpine gable detail for About t I4 minimum plate sizes for vertical studs. / + Refer to Engineered truss design for peak, splice, web, and heel plates. w // i / \ w 1111 single gable vertical plates overlap, use a \ single plate that covers the total area of / • the overlapped plates to span the web. 4144, Gable • Example, 2X4 G Vertical Length _PP III \typ. 2X4 �� 2X8 • 'T" Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing 0/4. I LI Member Member j GIToe-Wait - Or - End-nail Q , 0 ft B B1 B k. , ` l + + To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length <based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails Maximum allowable "T' reinforced gable vertical 10d 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. 'T' reinforcing member material must match size, Rigid Sheathing Toenailed Nails: specie, and grade of the 'L' reinforcing member. lOd Common (0.148'x3",min) Toenails at 4' o.c, plus eb Length Increase w/ "T" Brace X 4 Nails X X (4) toenails in the top and bottom chords. 'T" Reinf. "T" This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase ',forcing — wind load. 2x4 30 7. ember ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Naffs Truss \ A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1,00 TrusSpaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o,c, SP #3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30'% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum "T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 1 l� X See appropriate Alpine gable detail for maximum unreinforced gable vertical length. _ __._.J % 4 Nails X p • Ceiling ���C,9 PRO �.5 �GINF_ i. wwWURNING1ww READ AND FOLLOW ALL NOTES ON THIS DRAWING' it.' 83294PE • �'j-� R E F� LET—IN VERT wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1f+ Trusses require extreme care in Fabricating, handling, shipping, installing and bracing. Refer to and fes\ follow the latest edition of BCSI (Building Component Safety Information, by TPI and SPCA) For safety �- DATE 10/01/14 j practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. t t ,, . Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chor. DRWE GBLLETIN1014 - -N\ shalt hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 12/05/2017 tl i7 ■- shalt have bracing installed per BCSI sections 03, B7 or BID, as applicable. Apply plates to each face I ) N of truss and position as shown above and on the Joint Details, unless noted otherwise, ei, C^O� 0 Refer to drawings I60A-Z for standard plate positions. 7Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from .p C' AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, yipt� installation & bracing of trusse tis 14 t� MAX. TOT, LD. 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional se"TE engineering responsibility solely for the design shown. The suitability and use of this drawing O • DNR, FAC, A N Y for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 13389 Lakefront Drive ASCE 7- 10 120 mpn, 30' Mean - eight, Cursed, Exposure C Common Residential Eakole End Wind Bracing Requirements - Stif Wieners 20 mph, 30f t, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 00 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 00 mph, 30f t, Mean Hot, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length :zt = 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 _ateral chord bracing requirements refer to DRWE A12030ENC101014), -op Continuous roof sheathing Sot Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max; provide a 2x6 stiffback at mid-height and brace -ee Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or t'or lumber, plates, and other information not shown refer to DRWG A12030ENC101014), jn this detail, X Optional 2x L-reinforcement attached Jails 106 box or gun (0.128"x3",min) nails, to stiffback with 106 box or gun (0.128" x 3", min.) nails @ 6" c.c. / 4BHcking - %4 * nailed to \45° sheathing and 24 Max 1 each truss gyp) Nog — j i H 111 2X4 DE #2 _ H/2 or better - diagonal brace, Attach each end - {or 560#, - II I 1 X LJ MIN x / continuous Bearing/ // / W / / W 2x6 #2 Stiffback attached to each ���EOPROp , Stud w/ c4) lOd box or gun (0.123" X 3", min,) nails. �y N ww'dARNINGirw READ AND FOLLOW ALL NOTES ON THIS DRAWINGIX.,....... iiiiiMial REH GE WHALER wwIMPORTANTww FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to andFollow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) Far safety � DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. T� r r T� f/ \ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG GABRST101014 shall hove a properly attached rigid telling. Locations shown For permanent lateral restraint of webs 12/05/2017 1 1 1 shall have bracing installed per BCSI sections BB, B7 or B10. as applicable. Apply platen to each face 7 I I i of truss and position as shown abo e dna an the alar Details, sr-less Hated otherwise, OREGON Refer to drawings 160A-Z for standard plate positions, / /�� ` Alpine, a division of 17,J Building Components Group Inc. shah not be responsible for any deviation Frem 00 AN ITW COM PANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 4�, LY 14,20 cel MAX ICT. LD, GV0 PSL insto Italian k bracing of tru coe $ell Tao r'. L 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 for any structure Is the responsibility of the Building Designer- per ANSI/TPI 1 Sec.2. 13389 Lakefront Drive y y ____ ,_ ___ .__ �_,. a_._ ___ _____, .. __ _ __ __. �...__ ....� -..__. Renewal 6/3012018 Gable Stud Reinforcement Detail ASCE 7-10: 1E0 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Dr: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 100 Dr. 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = L00 2x4 Brace (1) 1x4 'L' Brace ■ (1) 2x4 'L' Brace w (2) 2x4 'L' Brace WA (1) 2x6 'L' Brace A (2) 2x6 'L' Brace •• 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' 9' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hen-Fir 23 41 i 42 Standard 112 I Stud P #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' P3 Stud #3 Standard _ U -P Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' - O Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Dou.las Fir-Larch Southern Pinewww 3 #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8" 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' q3 J 5 #2 4' 10' 8' 2° 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 4' 0' Standard Stud standard N #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5° 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' CU D- _ Stud 4' 8' 7' 0' 7' 5' 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 J #1 #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 a Btr U _—_ Stud 5' 3' 9' '3' 9' 7' 10' 11' 11' 4° 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #I - O Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0'IJ Douglas Fir-Larch Southern Pine••• #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 111111.11 #1 S P #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' , 14' 0° #2 42 113 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0° 14' 0' • 1x4 Braces shall be SRB (Stress-Rated Board). o D — Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' B' 14' 0' 14' 0' 14' 0' 14' 0' weetor 1w4 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 — #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 nay be used with these grades. #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: 1 U _F 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 5/240, OStandard 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 #1 6' 4' 1.0' 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). #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 load from 4' 0' outlaokers - #3 5' Il' 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. i D -7 _ Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3° 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Synn rAttach 'L" braces with ltd (0.128'43.0' min) nails. About i iii11411 )1( For (1) 'L' brace' space nails at 2' a.c. Gable Truss 'I m 1B' end zones and 4' a.c. between zones. )anal brace option: � )If*For (2) 'L' braces: space nails at 3° o.c. tical length any be r T in 18' endzones and 6' o.c, between zones. lbled when diagonal 18' 31( ■ © 'L' bracing must be o minimum of 80% of web .ce is used. Connect /// L — , a member length, ]anal larace for 3354 'L' I - —=-1 each end. Mar web Brace I Gable Vertical Plate Sizes I al length Is 14'. —� 31(x( , Vertical Length No S lip ce 2o4 DF-L #2 or 1 Less than 4. 0' 1x4 or 2X3 better diagonal — 1 Greater than 4' 0', but 2%4 •Vertical length shown brace; single less than 11' 6' in table above, or double cut 18, 31f Q Q Greater than 11' 6' 3% 45' (as shown) at L _Lnn Z a + Refer to cannon truss design For i upper end 0 0_...... 0 0 0. 0 III 1.. U I._... peak, splice, and heel plates, continuous Bearing 1 P "O-n— Refer to the Building Designer for conditions Connect diagonal atIld G_ not addressed bythis detail, midpoint of vertical web. Refer to chart above for n./'4gG. �[� :r'r4,h. ••VARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAVINGI * REE ASCE-10—GAB12015 _IMPORTANT,. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � 83294PE Trusses require e.treme care in FobricotMg, handling, shipping, installing and bracing. Refer to and /y ' �� DATE 10�01�14 Follow the latest edition of BCS1 (Building Component Safety Information, by TPI and SRC/NJ For safety l �� practices prior to performing these Functions. Installers shall provide temporary bracing per BCS'. , Unless rated otherwise, top chord shot have properly attached structural sheathing and bottom chord "--"•'--- shall hove rigid d ceiling. Locations r F "�;� .w a properly attached gi g shown for permanent lateral restraint of webs DRWG A1�015ENC1�1�14 shall hove bracing installed per BCS[ sections B3, B7 or B10, as applicable. Apply plates to each face C of truss and position as shown oboae and on the Joint Details, unless noted otherwise. 12 05/2017 Z I) C Refer to drawings L60A-Z For standard pinto positions. � goN AN ITVt/�QMPANY Alpine, o division of ITaf Building Components Group Inc. shall not be responsible For any deviation from (Tj this drawing, any Failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Z. MAX. TOT. ETI. 60 PSE installation 4 bracing of trusses. �/ D A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional G-n �Y 14,4� �0 engineering responsibility solely f or the design shown. The suitability and use of this drawing Ss " �� w 13369 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. e Earth City,MO 63045 Fore information see this job's general notes page and these web sites: MAX. SPACING 44,00 AI PrivF. ww.nloineitw.con: TPT: wwr.tninst.nrn, SBCA: www.abrindustrv.oroi ICC: www.irceafa.nrn 0,..........1 PM N911451