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Plans (65) SNtS--\--- -(L,\Cs— \-0\ C . , ,--i.--1--,, -, MAR 26 2alr, I' 57'1" H-5.1"±-4. - I- 38' -I 10' GGE • AGE -,- (ri n leo m m m CO I I\.) 11,4I 0 — s CO cm " c a3— ....... Z 0 t I a) Z o c 0 r / , m m '"" g .......,..._ 3 r -8 „—...... m 1m m m 05 I— : m P- 3) c • —/th 13 4513 . . 0 m m 12 m 6 M 1 1-e ey,/21 N/C4I H5. 2-1H T-1RH9 ' I-II FINTHRARIIR "+” 10' -I ' 01 oBealis alU S3S51-181 Customer: PARR LUMBER-HILLSBORO ,--- -0 0 c_ m w o Desc. : Winwd -willow- Avery B lo 0 0 i-- co ADDRESS: lot ilOillIOLI 7 M NI 0 z Desi9ned by: BILLY BREESE 1—.. Z MO i..AIM.=re•IIIIITIVN1411... 0 0 “ •• Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W427175Z081 1 085656 Truss Fabricator: Truss Components of Oregon Job Identification: 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B l0 -- lot VERIFY, OR Model Code: I BC Truss Criteria: I BC2015/TPI-2014(STD) e,s.D PROpp, Engineering Software: Alpine proprietary truss analysis software. Version 16.01. <G Truss Design Loads: Roof - 42 PSF @ 1.15 Duration .;0aGitleo s1O Floor - N/A �O 83294PE 'Q 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 ` 014,26 0 record, as defined in ANSI/TPI 1. S8@11 Tan 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Rtika-Ill •r?!2018 Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- Submitted by RTT 08:55:26 09-11-2017 Reviewer: BFR $ $ 09/11/2017 # Ref Description Drawing# Date 1 29830--AGE 17251036 09/08/17 2 29831--A 17251035 09/08/17 3 29832--B 17251034 09/08/17 4 29833--B1 17251043 09/08/17 5 29834--C 17251045 09/08/17 6 29835--C1 17251037 09/08/17 7 29836--EGE 17251032 09/08/17 8 29837--EG 17251044 09/08/17 9 29838--DGE 17251046 09/08/17 10 29839--KHE 17251040 09/08/17 11 29840--K 17251038 09/08/17 12 29841--K1 17251042 09/08/17 13 29842--FGE 17251033 09/08/17 14 29843--F 17251041 09/08/17 15 29844--LGE 17251047 09/08/17 16 29845--L 17251039 09/08/17 17 29846--GGE 17251048 09/08/17 18 29847--G 17251049 09/08/17 19 29848--G1 17251051 09/08/17 20 29849--G2 17251050 09/08/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - AGE ) Top chord 2x4 HF #2 (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for speci al positioning requi rements. Webs 2x3 HF #2 :M9, M10, M11, M12, M13, M14, M15 2x4 HF #2: 120 mph wind, 23.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Truss designed to support 1-6-0 top chord outlooker span and DL=4.2 psf. cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" periodically Wind loads and reactions based on MWFRS with additional C&C member along top edge. DO NOT OVERCUT. No knots or other lumber defects design. allowed within 12" of notches. Do not notch i n overhang or heel panel. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Provide lateral wi nd braci ng per I TWBCG wi nd braci ng details or per braci ng requi rements. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) c 6" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor 5X5 for dead I oad i s 2.00. 0 T 3X5% ' I:IIIk.II 1. ii "IIea • 0 O�$ 5eil i j iIg Iligilli II I i i 111` ■■ to 18-0- 3X5(B1) = 3X5= 3X5(81) R=164 PLF U=8 PLF W=34-0-0 RL-10/-10 PLF 1-6-0 L- 17-0-0 17-0-0 J l< 34-0-0 Over Continuous Support Note: Al I PI ates Are 1. 5X4 Except As Shown. _ Design Cri t: I BC2015/TPI-2014(STD) e PLT TYP. Wave FT/RT=26/6(06/6)/4(0) 16.01. f$ . +��;?�I� OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-'118 "WARN!NGI••READ AND FOLLOM ALL NOTES ON THIS DRAWING! TC LL 25.0 PSF REF R7175- 29830 825 N 4th Ave,Cornelius OR 97113 ••I pPORTANr•• Filial SH THI 5 DRAM NG TO ALL CONTRACTORS 1 NCLUDI NG THE 1 NSTALLERS. 0 4., . . 83294PE -p Trusses requl re extreme care in fabrl cat Ing, handl l ng, shi ppl ng, installing and bracing. Refer to and follow the latest edition of BCS! (Building Component Safety Information, by TPI and wrCA) for safety practices prior ��. .l DL 1 0.0 PSF DATE 09/08/17 to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise. top chord shat l have properly attached structural sheath/ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17251036 rigid ceiling. Locations shown for permanent lateral rests/nt of webs shall have bracing installed per BC' ,4 I' ��)0 N ; sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 09/1 1/2017 I the Joint Details, unless noted o[M1erwlse. Refer to drawings 160A-Z for standard plate pns/ti ens. BC LL 0.0 PSF CA-ENG BFR/RTT I ' AI pi ne, a di vi si on of I TW Bui I dl rg Components Group Inc. shat I not be responsi bl a for any devi ati on from thi s OREGON drawing, any fol I ure to bul I the truss In conformance with ANSI/TPI 1, or for handling, shi pp/ng, AN Irw COMPANY instal lotion R bracing of trusses. N- ,p a TOT. LD. 42.0 PSF SEAN- 124678 . A seal on this drawl ng or cover paps I I s01 ng t1H s drawl ng, I mil cotes acceptance of profess!onal ens!Merl ng �/_ ■4Y 14,206- t0 responsi bi I I ty sol el y for the deli gn shown. The sul tebl I I ty and use of thl s drawl rig for any structure I s the S8 e fl Tar. DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respensl bill ty of the Sul I ding Peel goer per AN51/rPl 1 See.2. Sacramento,CA 95828 For more information see this 1ob.s general notes page and these web si tee, SPACI NG 24.0" J REF- 1 W42 7 1 7 5208 ALPINE: www.al pi nei tw.corn: TPI: www.tpi netorg. wTCA: wvwv.sbci ndustry.corn: ICC: www.i ccsafe.org RawaessMI Rrifel2114R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - A ) Top chord 2x4 HF #2 120 mph wind, 23.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=4.2 psf. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Wind I oads and reacti ons based on MFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live I oad applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 2.00. 5X5= T 8 r 1.5X4 1.5X41/A1\ 11-8-7 —� 8 .Ai. as iiii,._\ 18-0-0 1 5X5(A2) = 3X7 5X5(A2) 1-6-0 L 5-11-4 -8-7 .i. 5-6-6 �8-3-95-6-6 5-6-6 8-3-9-1 5-6-6 —1 8_8_57-11-4 II. 17-0-0 I 17-0-0 34-0-0 Over 2 Supports R=1487 U=59 R=1624 U=72 W=5.5" RL=221/-212 Note: All Plates Are 3X5 Except As Shown. Desi gn Cri t: I BC2015/TPI -2014(STD) ¢t��4RpFFS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. r�r�� y S'i� OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI w•READ AND FOLLOW ALL NOTES ON THIS DRAIVI NW 825 N4th Ave,Cornelius OR 97113 lNpoRTANr•• FURNISH THIS URASANG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � DL TC LL 25.0 PSF REF R7175- 29831 Trusses regulre extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow � . ;;;IikNA the latest edi ties of BCS! are re l ding Component Safety Informpoion, by TPI a1BCfor safety practices prior 10.0 PSF DATE 09/08/17 T. to performing these functions. l este!l ers shall provide temporary bracing per BCS!SI. Unless ess noted otherwise, top chard shall have properly attached tached structural sheathing and bottom chord shall have a properly attached ri gid cei I I ng. Ectad ons shown for permanent I sterel esusl restraint of webs shat I have braci ng oBC DL 7.0 PSF eta!I ed per BCS! DRW CAUSR7175 17251035 ,4 O�� I I sec,ons 83, B7 or 810, as appl i cab!e. Apply ares to each face of truss and poli tion as shown above and on 09/11/2017 All L the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT Al pine, a division of I Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawl ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shl poi ng, AN ITW COMPANY installation a bracing of trusses y�-5' y TOT. LD. 42.0 PSF SEQN- 124680 A seal on tela drawl ng or cover page II sting tors drawl ng, I nd1 eatas acceptance of profess!oral alpi noeri ng a VL14.2DV- 0 responsibility sol sly for the design show.. The sul tab!IIty and use of this drawing for any structure Is the $ Q'��a� 8351 Rovana Circle b!l 1 ty of the Sul 1 dl ng Das!gner per MSI/TPI 1 Sec.2. $V OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see thi s j ob•s general notes page and these web sl tes, ALPINE: wwepy al pi nei tw.con, TPI: www.tpi est.org• RTC, www.sbcl ndustry.cont ICC: wwwi ccsafe.org Renewal 613W2018 SPACI NG 24.0" J RE F- 1 W42 7 1 7 5208 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - B ) Top chord 2x4 HF #2 :T4 2x4 DF-L #2: 120 mph wind, 23.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. :W8 2x4 DF-L Std/Stud: • Wind loads and reacti ons based on MWFRS wi th additional C&C member Calculated horizontal deflection is 0.20" due to live load and 0.15" design. due to dead Ioad. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X5= 3X5 T 3X5 ,NX10�� • 3X5! 3X55 1.5X4� '' 11-8-7 __I8 N‘: J 4 6X8= a -4411L • _ '' B3 18-0-0 1 5X5(A2) = 3X5= 3X7= 5X7= 3X7(F1) s 1-6-0 I< 5-11-4 8-8-7 5-6-6 _±....8-3-95-6-6 3 96 6 J<22 91,121_ 6-11-4 14-0-81 7-3-0 17-0-0 'll, 'I` 17-0-0 �'I 19-11-8 —1— 6-9-8 _i_ 7-3-0 34-0-0 Over 2 Supports R=1489 U=57 R=1633 U=69 W=5.5" RL=221/-212 Design Crii t: I BC2015/TPI -2014(STD) 0 PROOFS PLT TYP. Wave FT/RT=2e/e 0% /4 0 16.01. f t , s'/ ( ) ( ) << � :, . OR/-/1/-/-/R/- Scale =. 1875"/Ft. _ Truss CN 4th Ave,e,s of melius 97113 -2118 T.• FI NGINH READ AND FOLLOW ALL NOTES ON THIS DRNWRGI (p IQ TC LL 25.0 PSF REF R7175- 29832 825 N 4th ACornelius OR 97113 "' T"I+T" FURNISH THIS°"""'"e m ALL CONTRACTORS INCLUDING TME INSTALLERS. 83294PE Trusses require extreme BCS care in fabrimpto en, hsafel I ty I oriating, installing and bractns. Refer atoc and fprioff DL 10.0 PSF DATE 09/08/17 the latest edi tion of BCSI (Building Component Safety Informption, by TPI and MICA) for safety practices pre or — T. to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF ri gl d cel I i ng. Crean ons shown for permanent lateral restraint of webs shall have bracing instal I ed per ecsl DRW CAusR7175 17251034 ,4 �� sections 83, BT or 010, as aopplicabl e. Apply plates to each face of trussandposition as shown above and on 09/11/2017 II O I the Joint Details, unless n etl otherwise. Refer to drawings 160A-Z far andard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT I I AI pl net a di vl sl on of I build the truss In conformance wl th ANSI/TPI 1, or for handling, she pal ng, AN ITWCAMPANY Installation a bracing of trusses. p yId4/0.14,20 0 TOT. LD. 42.0 PSF SEON- 124682 . Aeseall el 1 i tg drawl e y for ng the cover I IsI stI ng tThl s drawl rui obi 1 i ty Sod tee sof acceptance ances ofwl eo profess' or °naly entlaree I s ng 8351 Rovana Circle reasons' ty of the Sul I ding Designer per ANSI/TPI 1 Seat. $8e11ITan DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For morelnformatl on see this;ob•s general notes page and these web sites: SPACING 24.0" JREF- 1W427175Z08 ALPINE: www.al pi neltw.can; TPI' www.epi nst.org' MTCA: www.sbci ndustry.corn, ICC: www.i ccsafe.org RaIIBwd 6/30/2018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - B1 ) Top chord 2x4 HF #2 :T4 2x4 DF-L #2: 120 mph wind, 23.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B3 2x4 DF-L #1&Bet.: anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. :W8 2x4 DF-L Std/Stud: Wi nd loads and reacti ons based on MINERS with additional C&C member Cal cul ated horizontal deflection i s 0.20" due to I i ve I oad and 0.15" design. due to dead Ioad. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X5= 3X5 i X5 IIIIIiii:L\ 3X5�� 1. 5X4 O� ee` 11-8-7 111iIiiii 8 r— • -� 8 ils\. 4 6:874 4 /' iiiiC. 6X8-- B3 +18-0-0 1 3X5= 3X7= 5X7 5X5(A2) = 3X7(F1) 1-6-0 1-6-0 f I, 5-11-4 ,1_ 5-6-6 5-6-6 -9-12 6-11-4 I� 7-3-0 8-8-7 I` 8-3-9 2-11-8 14-0-8 s 17-0-0 ,I— 17-0-0 19-11-8 6-9-8 7-3-0 34-0-0 Over 2 Supports R=1617 U=70 W=5.5" R=1623 U=68 W=5.5" RL=234/-234 so PROF Design Crit: IBC2015/TPI-2014(STD) ,9 FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. �<<�� (� `�'�, OR/-/1/-/-/R/- Scale =, 1875"/Ft. Truss ComPonentsofOregon (503)357-2118 "WARNINGI" IlRA READ AND FOLLOWTC LL 25.0 PSF REF R7175- 29833 825 N 4th Ave,Cornelius OR 97113 "I IWORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS 1 NCLWI NG THE INSTALLERS. ..... laillIA Trusses requl re extreme care In fabricating, handling, sill ppl ng, Installing and bract ng. Refer co and follow the latest edition of RCS! (Building Component Safety Informaclon, by TPI and eTCA) for safety practices pri orffN DL 10.0 PSF DATE 09/08/17 to perform)ng these functions. Ieste!lers shall provide temporary bracing per BCSI Unless noted otherwi se, top chord shal I have properly attached structural sheathl ng and bottom chord shat l have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17251043 rigid ceiling. Locations shown for permanent lateralrestraint of webs shall have bracing installed per BCSI AF1 L�� , sections 83, 87 or 810. as applicable. Apply plates to each face of truss and post ti on as shown above and on 09/11/'20 17 I the Joint Details, utiles noted otherwise. Refer to drawings 160A-Z for standard plate posltlons. BC LL 0.0 PSF CA-ENG BFR/RTT I Al pine, a di vi si on of I TW Bol I di ng Components Group Inc. shat l not be responsi bl a for any devi ati on from till s OREGON drawing, any failure to build the truss In conformance wl til ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY i nstal l ati on A bracing of trusses. C TOT. LD. 42.0 PSF SEON 124 685 A seal n tills drawl 1 yp or cover pegs I I estln.ng MIs drawl ng, I tie dcotesaNn of till dr of profasa one) anti neer)tit �/ �LY 14,2'. 0 responsl bill ty solely for the designsheet,. The sal tool lily and use of this drawl ng for any structure Is the s 8351 Rovana Circle responslblllty of the Bun dl ng Daslgner per ANSI/TPI 1 S.e.z. $�l!Tar DUR. FAC. 1. 15 FROM BB Sacramento,CA 93828 For more I nform.ati on see chis Joh•s general notes page and these web si tea: SPACING 24.0" JREF- 1W427175Z08 ALPINE: www al pi nei tw.corn, TPI: www.tpi nst.org. WTCA: waw.sbci ndustry.corn, I CC'. www.i ccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - C ) Top chord 2x4 HF #2 120 mph wi nd, 23.54 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead Ioad is 2.00. 5X5= — -r T 8 r AN e 1.5X4 1. 5X4 11-8-7 � 8!! as = .:\ 18-0-0 _L 3X7= 5X5(A2) -- 5X5(A2) 1-6-0 5-11-4 11 8-8-7 5-6-6 �8-3-95-6-6 5-6-6 9-1- 5-6-6 �_ 8_8_57-11-4 8 7-11-4 I, 17-0-0 .1.- 17-0-0 J Fc 34-0-0 Over 2 Supports R=1493 U=59 W=5.5" R=1618 U=72 W=5.5" RL=221/-212 Note: Al I Plates Are 3X5 Except As Shown. Design Crit: I BC2015/TPI -2014(STD) FLED PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f` r�ulT! S> OR/-/1/-/-/R/- Scale =. 1875“/Ft. Truss Components of Oregon (503)357-2118 "WARN'NCI..READ AND FOLLOW ALL HDTFS ON THIS DRAWNINGI TC LL 25.0 PSF 825 N4th Ave,ComehusOR97113 w•IIPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. REF R7175- 29834 Trusses rec.re extreme care in fabrl cat ng, handling, shi ppl ng, instal l ing and bract ng. Refer to and follow the latest edition of BCS' (Building Component Safety Information, by TPI and'MCA) for safety practices prior / DL 10.0 PSF DATE 09/08/17 n to performing these fundi ons. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r1 gid cel I i ng. rocatl ons shown for permanent I eteral rostra'nt of webs shat I have bract ng i natal I ed per BC BC DL 7.0 PSF DRW CAUSR71 75 17251045 ,t I��A116 sect'ons B3, BT or B10, as applicable. Apply plates to each face of trussandposition as shown above and on 09/11/2017 II : the Jnlnt Detall5, unless noted otherwise. Refer to drawings 160A-Z fors andard plate posltlons BC LL 0.0 PSF CA-ENG BFR/RTT AI pi ne, a tli vi si on of 1 TW Bui dl rg Components Group Inc. sM1al not be responsi ill a for any devl atm on from tis s OREGON drawing, any failure to but I the truss In conformance with ANSI ITP' 1, or for handl I ng, shipping, AN ITwCOMFM\NY installation A bracing of trusses. AC TOT. LD. 42.0 PSF SEON- 124687 . A seal on tills drawl ng or Cover pegs I 1st!ng 001 a drawl ng, 1 ndl Bates acceptance of profess'0n01 awl neer'rig (etliLY 14,20" • responsl ill I l ty sol el y for the design shown. The vel tail'I l ty and use of tills drawl ng for any structure 1 s the 8351 Rovana Circle responslbillty of the Building Designer per axsl/TPI ,see.z. *sell Tar•� DUR. FAC. 1. 15 FROM BB • Sacramento,CA 95828 For more informati on a tM1is,ob.:general notes page and these web sites: SPACING 24.0" JREF- 1W427175Z08 ALPINE: www.al pi mei tw.coo TPI: www.tpi nst.erg: NTCA: www.sb<I ndustry.coo: ICC: www.mccsafe.org Renewal 6/ 2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - Cl ) Top chord 2x4 HF #2 120 mph wind, 23.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W6 2x4 HF Std/Stud: DL=4.2 psf. Left end verti cal not exposed to wi nd pressure. Wind I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor Ioad applied per IBC-15 section 1607. for dead I oad i s 2.00. 3X5 4X5 - 7 $s r 8 �' 3X5 3X5 1. 57_1 8 �i 11-8-7 lillAil 9-5-15 3X10 2X4111 = 3X5= 3X5= 3X5(81) 1-6-0 5-6-6 3-3-12 8-3-9_L 5-6-6� 'l' 11-4 8-8-7 L3-3-12_1. 17-0-0 J 20-3-12 Over 2 Supports >1 R=882 U=99 W=3.25" R=1024 U=16 W=5.5" RL=104/-239 Design Cri t: I BC2015/TPI -2014(STD) Eke e PROpt PLT TYP. Wave FT/RT=2%(08/8)/4(0) 16.01. f! . T M`r�i OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 ..WARMNGI w•READ AND FOLLOW ALL TON THIS DRAIN NGT TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 I IraRTANr" FURNI SH TMI s DRAWING To ALL CONTRACTORS I xcLUDI NG THE I xsrALLPRS. REF R7175- 2983 5 Trusses require extreme care In fabricating, handling, 'hi pping, Installiry and bracing. Refer to and follow Vili DL 10.0 PSF DATE 09/08/17 the latest edition of°CSI (Bul ldi ng Component Safety Information, by TPI and WTCA) for safety practices prl or to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, 1 top chord shall have properly attached structural sheath!ng and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent I ateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17251037 T.,4 L��O 1 sections 83, 87 or 810, as applicable. Apply plates to each face of trusstand position as shown above and on 09/1 1/2017 J I the nt Details, sonless noted otherwise. Refer to drawings,6OA_Zfnrs andard plate pesttlenSn. G 1 BC LL 0.0 PSF CA-ENG BFR/RTT I , Alpine, a division of ITW Build;g Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any fel Iure to bul Id the truss in conformance with ANSI/TPI 1, or for handl Ing, 551 ppl ng, AN IrwoonAlYWv installation R bracing of trusses. t?/ 0 TOT. LD. 42.0 PSF SEAN- 124690 responsi on I I tyy sot Bell yof r cover he dessi ggnn I shown. TTng heesul table III tyl'ancotes ueoacceptance trawi ngf Tor a yy structure rree I s ng the (/s �Y 14,2044' 8351 Rovana Circle responslbillty of the Bail dl Deal per ANSI/TPI 1 See.2. •eH Tai DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatl on see thi s j ob•s general notes page and these web sites: ALPINE: www.al pi eel to Coni: TPI: erste tpi nst.erg' WTCA: aaeu nbci ntlustry.corn; ICC: www.i ccsafe.org Re al& �� SPAC I NG 24.0" J REF- 1 W427175Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HI LLSBORO -Winwd -willow- Avery B Io -- lot VERIFY, OR - EGE ) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 21.84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 DL=4.2 psf. Truss desi gned to support 1-0-0 top chord outl ookers and 5 PSF Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member cladding on one face in area (0) only, and 24" span on opposi te desi gn. face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed Provide lateral wind bracing per ITWBCG wind bracing details or per within 12" of notches. Do 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. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. + Provide I ateral braci ng for i nset chord. Attach nai I er 4X5 at edge of I ower roof di aphragm, or use purlins at 24" oc. 3X7 i ilt 10 8-3-13 10 p 1111: ,.,‘,4. ..... .....e... 1 �, 4_18-0-0 _L 3X5(61) = 2X4(B1) 1-2-13 10-8-12 1-2- 3 13 1,1 l k 6-10-0 >I< 12-2-0 I- 9-6-0 —I, 4-6-11 1- 4-11-5 —1 I< 19-0-0 Over 2 Supports R=1000 W=5.5" R=259 PLF U=13 PLF W=5-9-8 RL=204/-204 Note: Al I Plates Are 1. 5X4 Except As Shown. ��PROF Design Cri t: I BC2015/TPI -2014(STD) ` PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f! G��f S% OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 ''WARN!NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAIIIINGI 6` 4� F,Q y TC LL 25.0 PSF REF R7175- 29836 825 N 4th Ave,Cornelius OR 97113 ••1 YPORTANT.• FURNISH TNI S DRAW!NG TO ALL CONTRACTORS I NCLUDI NG THE I NSTALLERS. /'. �{Z94PE Trusses require extreme care In fabricatIng, handling, shipping, installing and bracing. Refer to and follow /. _ DL 10.0 PSF DATE 09/08/1 7 the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior n to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid ceiling. Locati ons shown for permanent I ateralrestraint of webs shat I have bracing i nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17251032 ,4 L� sections B3, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on 09/11/2017 l I the Joint Petal Is, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate positions. > 1 I L 1 BC LL 0.0 PSF CA-ENG BFR/RTT I AI pi ne, a di vi si on of I TW Sul I dl ng Components Group Inc. shat I not be respond bl a for any devi ati on from thl s OREGON drawl ng, any fel I ure to WI I d the truss i n conformance with ANSI/TPI 1, or for handl i ng, shi ppl ng, .0047 - r TOT. LD. 42.0 PSF SEON- 124705 AN ITW COMPANY i nstal I ati on a bracing of trusses. ng, V A seal on t Illy drawl Wel yDf r cover dessi page sl siwnl. thi sdrawl i t EI I tyRand use or int s drawing ofessi y strNure neer! the `(� �y 14'�W cfe t� 8351 Rovana Circle responel bill ty of the Bull ding Desi peer per ANSI/TP1 1 See.2. `18eH Tao OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I ntormatl on see this J ob•s general notes page and these web sites' + SPACING 24.0" JREF- 1W427175Z08 ALPI NE: www.al pi nel tw.corny TPI: www.tpl nst.org- WlCA: www.sbci ndustry.corn; I CC: www.i ccsafe.org Renewal 013012018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - EG ) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED 1 2 Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud :W5 2x4 HF #2: Nail Schedul e:O.120"x3", min. nails :Rt Wedge 2x4 HF Std/Stud: Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Special loads Webs : 1 Row @ 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 76 plf at 0.00 to 76 plf at 9.50 in each row to avoid splitting. TC- From 76 plf at 9.50 to 76 plf at 19.00 4" o.c. spacing of nails perpendicular and parallel to BC- From 7 plf at 0.00 to 7 plf at 19.00 grain required in area over bearings greater than 4" BC- 1487.05 I b Conc. Load at 2.06, 4.06, 6.06 BC- 1489.21 Ib Conc. Load at 8.06,10.06,12.06,14.06 120 mph wind, 22.36 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 16.06,18.06 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Wi nd I oads and reacti ons based on MWFRS. 4X8(R) III Deflection meets L/360 Live and L/240 total load. Creep increase 1 factor for dead load is 2.00. 4X8# 4X8$ ideo *41140 3X7 3X7 10 p -1 10 8-3-13 _A. I 1■1 r ►` /� x/ 18-0-0 / 6X8(B9R) 3X10 III 5X7= 8X8(R) III 5X7= 3X10 Ill 6X8(B9R) I<-3-6-3 >< 2-11-14 >I< 2-11-14 >I< 2-11-14 --}- 2-11-14 - 3-6-3- >I 9-6-0 I 9-6-0 J lac 19-0-0 Over 2 Supports >1 R=7082 U=348 W=5.5" R=7892 U=377 W=5.5" Desi gn Cri t: I BC2015/TPI -2014(STD) #°)PROFESS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f4 •1 At dFN E % OR/ /1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 w*WARNI NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 44, FA/(� ' 825 N 4th Ave,Comelius OR 97113 w'INpORTANT'• FURNISH THIS DRAPING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. jV 83Y94PE 9 TC LL 25.0 PSF REF R7175 29837 Trusses regulre extremecare In fabricating, handling, shipping, Installing and bracing. Refer to and fol Iow te ��_ DL 10.0 PSF DATE 09/08/1 7 the latest edition of MS! PI(Bui I di ng Component safety Informatl on, by Tand NTCA) for safety practices prl or to perform)ng these fund)ons. Installers shall provide temporary bracing per BCS). Unless noted otherwise, 411114 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17251044 rigid cel l Ing. Ectad ons shown for permanent lateral restraint of webs shall have bracing installed per BCSI , Ill]� sections 83, 83 or 810, as applicable. Apply plates to each face of truss and post ti on as shown above and on 09/11/2017 Allthe Joint Detail, unless noted otherwise. Refer to drawings 160A-3 for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/PTT I Alpine, a division of ITw Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any fal l ure to bul Id the truss in conformance vel th ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal lata on R bracing of trusses. Vt/ 00 CTOT. LD. 42.0 PSF SEON- 124711 . A seal on thl s drawl ng or cover page I i sti ng thl s drawl 0p, I ndl cotes acceptance of professl ons) enpi near)ng �0 response m Il ty solely for the design shown. The mil tem Il ty and use of this drawing Tor any structure Is the *sell 8 e"Tai DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle ronponni bill ty of the Boll ding Des1goer per ANSI/TM 1 Sec.2. Sacramento,CA 95828 For morelnfnrmati on see thi s;obis general notes page and these web si tee: ALM NE: www.al pi neitw.con; TPI: www.tpi cost.org;. wTCA: www.sbci ndustry.toms ICC'. www.I ccsafe.org we 30/2018 SPACI NG 24.0" JREF- 1W427175Z08 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B In -- lot VERIFY, OR - DGE ) Top chord 2x4 HF #2 120 mph wind, 20.73 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC • Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-6-0 top chord outlookers and cladding load Wind Ioads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch i n overhang or heel panel. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 2.00. 4X5= A. 10 I i 116 110 I 6-1-2 ii.�11 . .ill ►� M e e e e e W W ►� �) 18-0-0 l I 2X4(81) = 2X4(B1) 0-2-1J Q:2-1.1 6-10-0 I 6-10-0 F" 13-8-0 Over Continuous Support R=171 PLF U=17 PLF W=13-8-0 RL=16/-16 PLF Note: Al I PI ates Are 1. 5X4 Except As Shown. PRO Design Cri t: I BC2015/TPI -2014(STD) tEO FFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .4 M ;©�1FF s4 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!'•READ AND FOLLOW ALL NOTES ON THIS DRAMMNGI _B Z TC LL 25.0 PSF 825N4th Ave,Cornelius OR97113 II�ORTANr FURNISH THIS PRAMINGTOAu PNTR/0TOR5INCLUDING THE INSTALLERS. jV 83294PE 9 REF R7175- 29838 Trusses require extreme care in fabricat ing, handl ing, shipping, installing and bracing. Refer to iandce fol low DL 1 0.0 PSF DATE 09/08/17 the latest edl ties of ecti (Building lComponent Safety Ieftemporar, by TPI and WTCA)SI for safety tedcothes lpri or e, n to performing these functions. install structurhal al Provide temporary bracing per BCS!. Una ess noted otherwise, - top chord shall have properly attached stn [ural sheath)ng and bottom chord shall have a properly attached rl aid eei I i ng Locati ons shown for permanent I atonal restr i t of webs shat I have brad ng star I ed per BCS! .C DL 7.0 PSF DRW CAUSR7175 17251046 ,4 L�� sections B3 B7 or B10, as auppl i cab'e. Apply plates to each face of truss and poli ti on as shown above and on 09/11/2017 he loin[petal's, nnlesa n oche wise. Refer to drawinga 160A-Z fpr stantlard plate posltlena. BC LL 0.0 PSF CA—ENG BFR/RTT • • I AI pi ne, a dl vi si on of I TW Bul I dl ng Components Group Inc. anal I not be responsi bl a for any devi atl on from thl s OREGON l drawl ng, any fat lure to but I the truss In conformance with ANSI/TPI 1, or for handl Ing, shipping, AN ITW COMPANY i natal I ati on&bracl ng of trusses. 4 �,�y 14,zlpd' TOT. LD. 42.0 PSF SEQN— 124703 A seal on l l s Soldrael ng or cover pegs I i sol ng thl s drew I reit cotes acceptance of profess'oral engi neer'ng t0 mesons!bi 1'ty so'e'y for the deer pre enawn, The sul t1 See ty and use of thin drawn ng for any structure Is the e$ A DOR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the&d I d1 rip Peel goer per ANSI/TPI 1 sec,2. a 1l Ta Sacramento,CA 95828 For more i nformati on see chi s i ob•s general notes page and these web si tea: ALPI NE: moi.al pi nei tw.coca: TPI: www.tpi nut.erg; WTCA: www.sbci ndustry.com, ICC: www.I ccsafe.org Renewal 6/30/2018 SPAC I NG 24.0" J REF— 1 W427175Z08 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HI LLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - KHE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top chord desi gn. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch i n overhang or heel panel . engi neer of record. 2X3 studs requi re rei nforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5= Pte\ t 10 p 10 i i 4-6-13 ii �r.'� i i i i i i:, �� +9-0-0 i 2X4(61) = 2X4(61) LE1-6-0›.1 L1-6-0J k 5-0-0 + 5-0-0 I, 5-0-0 I 5-0-0 ` 10-0-0 Over 2 Supports R=693 U=124 W=5.5" R=693 U=124 W=5.5" RL=126/-126 Note: All Plates Are 1.5X4 Except As Shown. pR • Design Cri t: I BC2015/TPI-2014(STD) i,�ES? O/e`FS PLT TYP. Wave FT/RT=26/6(0%)/4(0) 16.01. ' .AA rFN `r/• OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-1118 "WARNI NGI•• READ AND FDLLD.ALL NOTES ON 7X15 DRA.INGIl TC LL 25.0 PSF REF R7175- 29839 • 825 N 4th Ave,Comelius OR 97113 `•I T, •• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bract ng. Refer to and follow �j.- �i DL 10.0 PSF DATE 09/08/17 the latest edition of BCSI (But!di ng Component Safety Information, by TPI and WTCA) for safety practices prior to Performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid cen ing. Locations shown for permanent lateral restral nt of webs shall have bracing instar ed per BCSI 09/11/2017 DRW CAUSR7175 17251040 L�� 1 sections B3, B7 or 616, as applicable. Apply plates to each face of truss and post tl on as shown above and on A 11 I the Joint Details. unless noted otherwise. Refer to drawings,66A-Z for standard plate poll l onsi BC LL 0.0 PSF CA-ENG BFR/PTT I ' AI pi ne, a di vi si on of I TW Bui I dl ng Components Group Inc. sM1al I not be respond bl a for any deviation from thl OREGON drawing, any faiIure to but I the truss In conformance with AN51/TPI 1, or for handl Ing, shlppl ng, �(� AN ITW COMPANY I nstal I ati on it,s braci ng of trusses. ng, y 4 �/ o46 r• TOT. LD. 42.0 PSF SEAN- 124699 rresponsl on I 1 tY drawl a ng or the dessi g sham. The TThe sul drawl I ty and see oof acceptance drawing profess! ystructturre neer! �y 14,Z �0 8351 Rovana Circle responslblmy or the BDllding Designer per ANSI/TN 1 See.2. eeell Tao.- DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For morel PInformatl on see this jobs general notes page and these web si Res: SPACI NG 24.0" JREF- 1W427175Z08 ALM www.al pl neco,tw.coTPI: www.tpi nst.org' ww.WTCA: wsbci ndustry.corn; I CC' www.I ccsafe.org Renewal& � 20 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HI LLSBORO -Winwd -willow- Avery B Io -- lot VERIFY, OR - K ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad is 2.00. 4X5 - 1 PII. 10 10 4-6-13 hihhhh.. I II ■ \\ 9-0-0 1. 5X4 Ill -� 2X4(61) = 2X4(61) --- L--1-6-0—>1 L-1-6-0—>1 k5-0-0 >I< 5-0-0 >I 5-0-0 I 5-0-0 I 10-0-0 Over 2 Supports R=572 W=5.5" R=572 W=5.5" RL=112/-112 Design Cri t: I BC2015/TPI-2014(STD) §k�G PRo�Fs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ' O G1P1F •% OR/–/1/–/–/R/– Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!..READ AND FOLLOW ALL NOTES ON THIS DRAWINGI (G �n Z TC LL 25.0 PSF REF R7175– 29840 825 N 4t Ave,Cornelius OR 97113 ••I NPORTANr" FURNISH THI5!RANI NG TO ALL CONTRACTORS I HCLUM NG THE INSTALLERS. 83294PE 9 Trusses require extreme care In fabricating, handl I ng, shipping, Installing and bracing. Refer to and follow it the Iatest edition of BCSI (Balding Component Safety Informatlon, by TPI and W1CA) for safety practices prior / - - DL 1 0.0 PSF DATE 09/08/17 n to Performing these functions. Installers shall Provide temporary bracing Per BCSI. Unl essnotetl otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid n cei I i ng. Locati ons shown for permanent I ateral rostral nt of webs shat I have braci,g i stat I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17251038 ,4 �0�� sections B3, B)or B10, as applicable. Apply plates to each face of truss position as shown above and on 09/11/2017 the standard plate positions. BC LL 0.0 PSF CA–ENG BFR/RTT • I ' mint Details, unless noted otherwise. Refer to drawings 160A-�for AI pi ne, a di vi si on of I TW Bui I dl ng Components Group Inc. shat I not be respond 61 a for any devi atl on from thi s OREGON • tlrawi ng, any ure to build the truss in conformance with ANSI/TPI 1, or for handling, shl pal ng, AN ITw COMPANY I nstal l ati on R bracing of trusses. /314Y 14,18 r TOT. LD. 42.0 PSF SEAN– 124696 . A seal on this drawing or cover paps Il sti ng this drawl ng, Ind1 eaten acceptance of profess)one) anal nearing ` t0 _ response bill ty solely for the design shorn. The sui tabl I I ty and use of th1 s drawl ng for any structure I s the 1$'$e"Tai•` wlDUR. FAC. 1. 15 FROM BB 8351 Roxana Circle response bill ty of the Bal I ding DOnI goer per Nal/TPI 1 Sec.2. a Sacramento,CA 95828 For more i nformatl on see this;ob•s general notes page and these web sites: SPACING 24.0" JREF- 1W427175Z08 ALPI NE: wax.al pi nel tw.com: TPI: wwwtpi nut.erg: wTCA: www.sbci ndustry.com, ICC: waxi ccsafe.org Renewal 8130/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - K1 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5= Aii 10 iiiiiih.. 4-6-13 ii II ■ \\ a, 9-0-0 / ►� 1. 5X4 III ►� 2X4(61) = 2X4(61) L-1-6-0� r 5-0-0 + 5-0-0 I— 5-0-0 ,I, 5-0-0 10-0-0 Over 2 Supports R=439 W=5.5" R=583 W=5.5" RL=98/-85 Design Cri t: I BC2015/TPI -2014(STD) 4 PR0 S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 07,„x, S' .1 i,,, OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!'•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 9 TC LL 25.0 PSF REF R7175- 29841 825 N 4th Ave,Cornelius OR 97113 "I RPORTANT'• FURNISH THIS DRAM!NG TO ALL CONTRACTORS INCLUDING THE 1 NSTALLERS. Trusses regui re extreme care In fabricating, handl l ng, shl ppi ng, install l ng and bracing. Refer to and follow I (Building Component Safety Information, by TPI and WTCA) for safety practices prior �� DL 1 0.0 PSF DATE 09/08/17 n to performing these functi ens. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PS F H gi d cel I i ng. Locati ons shown for permanent I ateral restral nt of webs shal I have bracing installed per SCSI DRW CAUSR7175 17251042 A II �0��likbh 1 ; sections 83. 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 09/11/2017 the Joint Oetai l s, unless noted otherwise. Refer to drawings 160A,for standard plate post ti ons. BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a di vi sl on of ITW Building Components Group Inc. shall not be respoensible for any devldel on from this OREGON drawing, any failure to build the truss in conformance with AN51/TPI ,, or for handl I ng, shipping, A �, = TOT. LD. 42.0 PSF SEON- 124701 AN Rau on COMPANY i nstal I ann w bract ng of trusses. �Y t q0 . A seal on thl s drawing or cover page I 1 stl ng thl s drawing, I ndi Bates seesptsnos or profits'.onal eV near'nag ` 14 r0 ronponmi bill It solely for the de:Ion:now,. The sultablilty and use or tole drawl ng for any structure IS the $,8 fit'Tan:` OUR. FAC. 1. 1 5 FROM BB 8351 Rovana Circle responsl bill ty of the Bull dl ng Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more1nformati on see this Job•s general notes page and these web si tes: SPACING 24.0" JREF- 1W427175Z08 ALP!NE: wrw.al pi neitw.coo: Tel: www.tpi net.org:. WTCA: www.sbci ndustry.con; I CC: www.I ccsafe.org Renewal 8/30/2018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HI LLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - FGE ) Top chord 2x4 HF #2 120 mph wind, 19.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-6-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects Provide lateral wind bracing per ITWBCG wind bracing details or per allowed within 12" of notches. Do 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. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. 4X5= FA i i i 101 4-6-13 lki -110 io,000000000 i 100 4X8(R) III 5 +18-0-0 i —J 5 3X5(F1) 3X5(F1) 11-2-131 11-2-131 5-0-0 5-0-0 5-0-0 5-0-0 < 10-0-0 Over Continuous Support > R=172 PLF U=38 PLF W=10-0-0 RL=17/-17 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Cri t: I BC2015/TPI-2014(STD) ��0 PROF-4'.S. PLT TYP. Wave FT/RT=2%(06/6)/4(0) 16.01. ��t,'�� oaf 11''��'i� OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-5118 "WARN!NG!ww READ AND FOLLOW ALL NOTES ON THIS DRAM NW ff �/ REF R7175- 29842 825 N 4th Ave,Comelius OR 97113 "IIPOWrANT.• BURNISH TiltNt S un NG TO ALL CONTRACTORS I NCLw1 NG TRE INSTALLERS. TC LL 25.0 PSFTrusses require extreme care in fabricating, Sandling, shipping, Installing antl bracins. Refer to antl follow ...0--- DLDL 10.0 PSF DATE 09/08/1 7 the latest etll tiVO TCA)BCS! (euildi ng Component Safety Informatl on, by TPI and CA) for safety practl ces prior to Performing these fundi ons. tl total l erg shall provide temporary bracing per BCS!. Unless noted otherwise. top chord shat l have properly attached structural sheathing and bottom chord shah have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17251033 rigid Celli ng. Locations shown for permanent lateral restral nt of webs shall have bracing installed per BCS! ,4 �O` secti ons B3, BE or 010, as appl i cabl e. Apply pl ares to each face of truss and post ti on as shown above and on 09/11/201 7 All J I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate position BC LL 0.0 PSF CA-ENG BFR/PTT I Al pine, a di vi sl on o£I TW Bui 1 di ng Components Group Inc. shat I not be responsi bl a for any devi ati on from thi s OREGON drawl ng, any Failure to build the truss in conformance with ANSI/TPI 1, or for handling, shlppl ng, .W� AN ITW COMPANY I nstel I ati on w bract ng of trusses. 3 VI/ t TOT. LD. 42.0 PSF SEON- 124694 . A coal on till s drawl n9 or cover pogo I I stl n9 thl s drawl Ng I ndi ores...iota..of profess'onel 0091 none n9 4 LY 14,20 ! responsl hl I I ty sol el y for the design shoals The sol tael I I ty and use of this drawl ng for any structure i s the �'e Tar 'ell t OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle rospensl bl I I ty or the Ball dl ng Designer per ANSI/rpt 1 Sec.3. Sacramento,CA 95828 For more i nformatl on see this Job's general notes page and these web si tes: SPACING 24.0" JREF- 1W427175Z08 ALPI NE: www.al pi mel tw.corn; TPI: Www.40 nst.org: WTCA: now sbci ndustry.coo. I CC'. www.i ccsafe.org Renewal 8/30112018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B lo -- lot VERIFY, OR - F ) Top chord 2x4 HF #2 120 mph wind, 20.55 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 2.00. 4X5= /L1 10 . � 10 4-6-13 4XR) III 5 �_ If 0-6-8 5 �, 0-6-8 'I _�NMI _� ^ y 18-0 0 3X5(F3) % 3X5(F3) L- 4-10-0 4-10-0 J 4-10-0 �L 4-10-0 4-10-0 f 4-10-0 9-8-0 Over 2 Supports > R=441 U=2 W=3.5" R=441 U=2 W=3.5" RL=72/-72 Design Cri t: I BC2015/TPI-2014(STD) CEO PROp,. PLT TYP. Wave FT/RT=2%(0°/B)/4(0) 16.01. ru �I tr'��ilr �si OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-21I8 w•WARNI NGI w'READ AND NG TOW ALL ROTES OR THIS DRARIRGI (� , TC LL 25.0 PSF REF R7175- 29843 8ss N Components Ave,Cornelius (03 3 "I • FLRRI• TNI S DRAM RG TO ALL CONTRACTORS T I RCLUDI RG THE INSTALLERS. (['� Trusses require extreme care in fabri Catl ng, handling, shipping, Installing and bracing. Refer to and folio-„ the latest edition of BCSI (Building Component Safety Information, by TPI and wicA) for safety practices prior ,/_........ 1;Ili i - DL 10.0 PSF DATE 09/08/17 to performing these fundi ons. 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 rl gid cel I i ng. Coati ons shown for permanent I ateral restraint of webs shat I have bract ng I nstal I ed per ten BC DL 7.0 PSF DRW CAUSR7175 17251041 ,4��0 1 sections 83. 87 or 810, as aoppli cabl e. Apply plates to each face of trussandposition as shown above and on 09/11/2017 I , the pint Betas, enless n ed prnerwise. Refer to drawings,60A-z fors andard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT I Alpne, a tlivision of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawl ng, any fel l ure to build the truss in conformance wl th ANSI/TPI 1, or for handling, shl pig ng, AN ITW COMPANY instal Iation A bracing of trusses. e�l ye/4.14,20d� 0 TOT. LD. 42.0 PSF SEON- 124692 �l on 1 I'ty sol el ngor cover Aesii g shown.eltB TThessui ttaabl I I ty�and cotes r tni s drrool g'forsaonW r y structure nearing OAR �/-n 8351 R°vanaClrcle responslblllty or the BuiIdIng foolyher per ANSI/TPI 1 Sec.2. e o $$elf Tan• DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see this job s general notes page and these web sites: 1 SPACI NG 24.0" JREF- 1 W427175ZO8 ALPINE: www.al pi mei tw.can, TPI: www.tpi nst.org BTCA_ mono.sbcl ndustry.coo: ICC, www.i ccsafe.org Renewal 8/30/2018 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B lo -- lot VERIFY, OR - LGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK 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. Truss desi gned to support 1-0-0 top chord outl ookers and cladding load Wind I oads and reacti ons based on MWFRS wi th additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. must not be cut or notched, except as noted. Provi de I ateral wind braci ng per I TWBCG wi nd braci ng details or per See DWGS A12015ENC101014, GBLLETI N1014, & GABRST101014 for gabl e wi nd engi neer of record. 2X3 studs requi re rei nforcement at 70% of the bracing requi rements. I ength tabul ated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. 4X5= • b W1 _ 2-10-3 6I a o a a •all -_9-0-0 l 2X4(A1) = 2X4(A1) --2-0-0—>-1 1<----2-0-0-->1 5-0-0 + 5-0-0 >I 5-0-0 5-0-0 1< 10-0-0 Over 2 Supports >1 R=683 U=156 W=5.5" R=683 U=156 W=5.5" RL=74/-74 Note: Al I PI ates Are 1. 5X4 Except As Shown. so PROF Design Crit: IBC2015/TPI-2014(STD) it. �FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. PAS. • c..�l;'i:I,S.. OR/-/1/-/-/R/- Scal e =. 5"/Ft. Truss Components of Oregon (503)357-2118 •4/ARM NGI w. READ AND FOLLOA ALL NOTES ON THIS DRAWING,825 N 4th Ave,CornelimeliususOR 97113 "I IPORTANt'• tTsexi SH Txl s DRAM NG To ALL CONTRACTORS i NCLu01 NG THE I NsrALLERS. lio TC LL 25.0 PSF REF R7175- 29844 Trusses regulre extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fol loe �,.- DL 10.0 PSF DATE 09/08/1 7 the latest edi tl on of BCSI (Bel l di ng Component Safety Information, by TPI and WTCA) for safety practices prior T. to Performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shat I have properly attached structural sheathing and bottom chord shat I have a properly attached rigid ceiling. Locations shown for permanent Iateral astral nt of webs shall have bract ng Installed per BCS BC DL 7.0 PSF DRW CAUSR71 75 17251047 ecti ons B3. B7 or B10, as app)I cable. Apply plates to each face of truss and position as shown above and on09/11/2017 All I the ol nt betel Is, unless noted otherwl se. Refer to drawings 160A-Z for standard plate posi tl ons. A I' LO�Li I I AlAlpine. a division of ITW Bui I ding Components Group Inc. shall not be responsi hie for any devi atl on frau this OREGON BC LL O.0 PSF CA-ENG BFR/RTT drawl ng, any fall urs to build the truss in conformance WI 55 ANSI/TPI 1, or for handling, shl ppl ng, AN IrweonnaaNv instal latlen A bracing of trusses. I' Ap C TOT. LD. 42.0 PSF SEAN- 124717 _ A ses1 on thl s drawl ng or Cover pegs I I stl ng tees drawl I ndl rotes aoeeptmm neer!of profess,anal enp1 nr!ng G vLY 14,20V_ • responsi bill ty sol e1 y for the des,gn shown. The sal tabI li ty and line of thl a drawl ng for any structure I a the a DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bi I I ty of the Boil d1 ng Reel finer per ANSI/TPI 1 Sec.2. S8 a t!Tan.- Sacramento, l mento,CA95828 For more nformation see this Job.,general notes page and these web sites: SPACING 24.0" JREF- 1W427175Z08 ALPI NE: www,al pi neitw.can, TPI: wwwtpi nst.org WTCA: www.sbci ndustry.corn, I CC'. www.I ccsafe.org Renewal 0/30/2018 THIS DWG PREPARED FROM COMPUTER I NPIfT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - L ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= 6 2-10-3 6 MI — 9-0-0 / 1.5X4 III 2X4(A1) = 2X4(A1) L-2-0-0—>•I 1.----2-0-0—>i I< 5-0-0 ''I< 5-0-0 >1 I, 5-0-0 J, 5-0-0 -,J 1< 10-0-0 Over 2 Supports R=585 W=5.5" R=585 W=5.5" RL=66/-66 • Design Cri t: I BC2015/TPI -2014(STD) it°PROFks PLT TYP. Wave FT/RT=20%0%)/4(0) 16.01. f` • G1 A. s'/ OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2_118 "WARM NGI ww READ ARD FOLLOW ALL NOTES ON TRIS DRAIINNGI �Q' `n I. TC LL 25.0 PSF 825N4th Ave,CorneliusOR97(13 ••IIPORTANr•• FURNISHTHISDRAINNGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS. 83294PE "r REF R7175 29845 Trusses regul re extreme care In fabricating, handlI ng, shlppl ng, Instal l l ng and bracing. Refer to and follow te the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ,,,./..- DL 1 0.0 PSF DATE 09/08/17 to performing these functl ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shat I have properly attached structural sheathing and bottom chord hall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17251039 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS n A I' L��O , sections 03, BT or 81 0, as aopplicable. Apply plates to each face of trussandposition as shown above and o 09/1 1/2017 [he Jol nt Oetalls, unless n etl otherwise. Refer[o drawings[60A-Z for s andartl plate posl tl ons. I BC LL 0.0 PSF CA-ENG BFR/RTT I AI pl ne, a di vi si on of I TW Bui I di rg Components Group 1 nc. steal 1 not be rorfori bl a for any devi atl on from tM1l s OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for M1andling, shipping, AN ITW COMPANY I octal i ati on z brae)ng of trasses. t'. TOT. LD. 42.0 PSF SEON- 124714 A seal on till s drawl ng or cover page 1 I Ott nag thl s drawl ng, I nal cotes acceptance of prof.ssl anal eagl neerl nag ` v60Y 14,20� , responslbl II ty solely for the dealgn shawl,. The sul tabl Il ty and use of this drawing for any structure Is the DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responal bl l I ty of the Bul I dl ng Desl goer per ANSI/TPI 1 Sec.2. *Sell Tan' Sacramento,CA 95828 For more lnformatl on a this Jobs general notes page and these web sites: SPACI NG 24.0n JREF- 1W427175Z08 ALPINE: www.al pi neitw.comp TPI: www.tpl nst.erg- WTCA_ www.sbci ndustry.corn, ICC: wwwi ccsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HILLSBORO -Winwd -willow- Avery B lo -- lot VERIFY, OR - GGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :M1 2x3 HF #2: DL=4.2 psf. Truss desi gned to support 1-0-0 top chord outl ooker span and Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member cladding load not to exceed 5 PSF one face, and 24" span desi gn. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other I umber defects Ri ght end verti cal not exposed to wi nd pressure. allowed within 12" of notches. Do not notch i n overhang or heel panel . Bottom chord checked for 10.00 psf non-concurrent bottom chord live See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Ioad applied per IBC-15 section 1607. bracing requi rements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1. 5X4 III 1. 5X4 III P 5 Ill 2-0-1 _pro a 0011111111111111111111 2X4(A1) = 1. 5X4 III 1.5X4 III Lc--2-0-0-->•I ' 3-10-4 .1"12 "11 4-0-0 Over Continuous Support R=142 PLF U=64 PLF W=4-0-0 RL=35 PLF Design Cri t: I BC2015/TPI -2014(STD) ikEo PRIppFs ' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 'As, 84.. � / !nS. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1'118 "WARN!NGI•*READ AND FOLLOW ALL NOTES ON THIS DRAWING! ;Mea TC LL 25.0 PSF REF R7175- 29846 825 N 4th Ave,Cornelius OR 97113 ••I IiDR ANT•• FURNISH THIS DRAWING To ALL CONTRACTORS I NCLIAI NG THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow /. DL 10.0 PSF DATE 09/08/17 the latest edi then of reBCSIcti (Building Component Safety Information, by TPI are YBCSI For safety practices prior to performing these functions. Installers shall prowl de temporary bracing per alI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached erBC BC DL 7.0 PSF ri gid cei I i ng. Locati ons shown for permanent I ateral restraint of webs shat 1 have bracing I nstal I ed per BCS DRW CAUSR7175 17251048 ,4 O�� sections B3 BT or B10, as aoppli cabl e. Apply plates to each face o£truss and post ti on as shown above and on 09/11/2017 II L I hi Jd ret Dtals, unless n ted otherwise. ReFer to drawings IaDA_i for standard plate pnsltinntsBC LL 0.0 PSF CA-ENG BFR/RTT I AI pine. a dl f si on of I TTI Bul I dl ng Components croup Inc. shat I not be rorpfor hl a for any devl ati on from tM s OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl)ng, shipping, AN ITW COMPANY instalIail on a bracing of tresses. 13 woft C TOT. LD. 42.0 PSF SEAN- 124722 . A ml sl on I I'ty drawl op Rfor the cover page I Isl00. tot ng,wsulrtablI ty cod I MI cotes oacceptance tni s drawl ng for coyy'structurre nearing the </ �Y 14,=0 Q) - 8351RovanaCircle responsibility of the 001 I dl 09 Deaigner per ANSI/rPI 1 sec.3. 4?*en Tan DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this,ob•s general notes page and these web sl fes: SPACING 24.0', J REF- 1W427175Z08 ALPI NE: www.al pi net tw.con: TPI: www.tpl rest.org WIC, www.sbci ndustry.cony I CC: www.I ccsafe.org Renewal&3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HI LLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - G ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member Ioad applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total I oad. Creep i ncrease factor Right end vertical not exposed to wind pressure. for dead Ioad i s 2.00. 1. 5X4 III i 2-0-1 o J g9-0-0 00011111.-- 1. 5X4 III 2X4(A1) L-2-0-0--- 3-10-4 T2 4-0-0 Over 2 Supports—W] R=375 W=5.5" R=120 U=1 RL=41 Design Cri t: I BC2015/TPI-2014(STD) Ike°PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. fA�yyy0,....4/�_ T1iP�S'9 OR/-/1/-/-/R/- Scale =. 5“/Ft. Truss Components of Oregon (503)357-2118 '.* F NNI H READ AND FOLLOW ALL ORMUZ TO THIS LUDINGG1 TC LL 25.0 PSF REF R7175- 29847 8ss N 4th Ave,Cornelius (03)3 ••I WOHTA”• FINGI SH Tnl s DRAM NG LO ALL rnDTNAcONRT IS DRAT Ne THE I xsrausNs. Trusses require extreme care in fnabCommppooneen, hafe ynI shipping, lystallind and;racing. etyeprac and fop lior 0 - _ DL 10.0 PSF DATE 09/08/17 the latest edition of eme Builtli C t handl Information, b TPI anand for safet faces to performing these fundi ons. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise. 1411111h top chord shat I have properly attached structural sheaths ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17251049 rigid ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bracing installed per BC ,4 11--,[0�1 i sec tl uns BB BT or 010 as aopplicabl e. Apply plates To each face of truss tand post'Hon as shown above and on 09/11/2017 the Joint Details, unless n ed otherwise. Refer to drawings 1600-Z fors andard plate pod tions. BC LL 0.0 PSF CA-ENG BFR/RTT : ' Alpine, a division of ITW BUIlding Canponents Group Inc. sM1all not be respond ble for any deviation from this OREGON drawing, any fal l ure to build the truss in conformance with ANSI/TPI 1, or for handl l ng, shi ppl ng, AN ITW COMPANY i nstal I ata on a bracing of tresses. y "b off, C TOT. LD. 42.0 PSF SEON- 124719 eseal poml on I I ty drawl a ng gfoor the design lsheen. Tng tlhlessu1 teal III tygnodd caucotse oof tthi s drawing foraanny structure I sBohe </ LY 14.2 •�� 8351 RovanaCirde rosponslel l l ty of the Rollding gestgtlor per ANSI/TPI 1 Sec.2. �sell Tar • DUR. FAC. 1. 15 FROM 66 Sacramento,CA 95828 For more I nformatl on see thi s j ob•s general notes page and these web sites: ALPINE: www.al pi nel tw.eon. TPI: w.tpl oat.org- WTCwww.sbci ndustry tom. ICC: www.�cesafe.org Renewal 8/80/2018 SPACING 24.0" J REF- 1 427175208 ww. A: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HI LLSBORO -Winwd -willow- Avery B to -- lot VERIFY, OR - G1 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 2.00. 1. 5X4 III b [ i 2-10-1 2-0-1 ill _R.; J ® 9-0-0 I 3X7 III 2X4(A1) 1<--2-0-0-1 1<--2-0-0� 3-10-4 -2 H 4-0-0 Over 2 Supports- R=336 W=5.5" R=311 U=17 • RL=55 Design Cri t: I BC2015/TPI -2014(STD) FLEA PRpF�` PLT TYP. Wave FT/RT=2°/D(0°/D)/4(0) 16.O1."0.'7 0„tty�/,�t aph, sy OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARN!NGI H READ AND FOLLOW ALL NOTES ON THIS DRAW!NGI 4Rlel TC LL 25.0 PSF REF R7175- 29848 f`!!!PORTANT•' FURNISH THIS DRAPING TO ALL CONTRACTORS I NCLIAI NG THE I NSTALLERS. 82S N 4t Ave,Cornelius OR 97113 83294PE Trusses regulre extreme care in fabricating, handling, shipping, installing and bracing. Refer to and Follow DL 1 0.0 PSF DATE 09/08/17 the aatestfoo edi then of nct, (Bull ding lI ersnsht Safety Ieftempo on, by TPI and II SCSI for lessty practices ise, _ to Pchordmsha I these fpropions. (ached stn ctuProvide temporary tom hg per BCS!. etesspr peri noted attached top chord shall have ponsesly attached structural sheathing and bottom chord shall have a properly attached ri gl d cei I I ng. locations shown for permanent I ateral restral ret of webs shah I have bract ng I rental I ed per 1>.G BC DL 7.0 PSF DRW CAUSR7175 17251051 ,4 L��O sections 83 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 09/11/2017 1 the Joi.,:dei,.,,ils, unless noted otherwise. Refer to drawings I,60A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT I ' AI pi ne, i si on of I TW eui I dl rg Components Group Inc. shah I not be resppnsi bl a for any deai atl en Fran tM1l s OREGON drawing, any failure to bulla the truss In conformance with ANSI/TPI 1, or for handl l ng, shl ppl ng, AN ITW COMPANY install ati on E bracing of trusses. „` d, 0 TOT. LD. 42.0 PSF SEON- 124724 A seal on MIs drawl ng or cover page I 1 st1 nag thl s drawl ng, I ndi Utes acceptance of profesNI oriel ental nseri rip 4 1.Y 14,20 - responslblIIty of The BuilAinngduesIgn gnee per ATI,/TPI 1 S lot2.m use of lois drawl ng for any structure Is the $ . OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle *ell Tan , Sacramento,CA 95828 For morelreformation see this job's general notes page and these web=Ice=: SPACI NG 24.0" JREF- 1W427175Z08 ALP!NE: www.al pi neitw.com'. TPI: ww,tpi rest.org' HTCA: wow.sbcl ndustry.com; I CC'. www.I swot¢.org ROn.Wa•I 0,30/2018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0917060--PARR LUMBER-HI LLSBORO -Winwd -willow- Avery B 10 -- lot VERIFY, OR - G2 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 2.00. 1. 5X4 III II, 1. 5X4 :11 ►� 11111 11 11 3-8-1 i MJ' 10 9-0-0 i 1.- N.,--- 3X5(R) III 2X4(A1) 1.<-2-0-0--->•1 4-2-2 3-8-2 1 12 8-0-0 Over 2 Supports R=523 W=5.5" R=314 U=6 RL=69/-20 Design Cri t: I BC2015/TPI -2014(STD) QED PROFS PLT TYP. Wave FT/RT=2%B(0%)/4(0) 16.01. fA if (1�a �sS> Scale =.5“/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAM7NGI (0 TC LL 25.0 PSF REF R7175— 29849 825 N 4th Ave,Comelius OR 97113 '•I NpoRTAN” FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE 1 NSTALLERS. ,- Trusses regulre extreme care In fgbCicat ing, handling, shipping, installing and bracing. Refer to and follow /{�(w, DL 1 0.0 PSF DATE 09/08/17 the lafest edition of Bcti (Building Component Safety Information, by TPI and WlCSI For safety practices prior eG /' �� _ t• to Performing l these fpropions. (ached structural ctur Provide temporary bo tom hg per aiI era pr noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r,gi d cei I i ng. Locatl ons shown for permanent I ateral restraint of webs ehal I have bracing I nstal I ed per BG BC DL 7.0 PSF DRW CAUSR7175 17251050 ,4 �O` I sections B3, B7 or B10, as applicable. Apply plates to each face of truss and post tl on as shown above and on II J : the:oint Berens, unless noted otherwise. Refer to drawi:sat:6UA-Z for standard plate positions. 09/11/2017 BC LL 0.0 PSF CA—ENG BFR/RTT AI pi ne, a di vl sl on of I TW neat:, I di ng Components Group Inc. not be responsi bl a for any scut ati on from thl s OREGON drawing, any failure to bur I the truss In conformance wl th ANSI/TPI 1, or for handl log, sol pin A.AN ITWCOMWW.NY installation R bracing of trusses. a TOT. LD. 42.0 PSF SEQN— 124727 . A seal on tris drawl no or cover pegs I Intl ng thl a drawl no, I ndl mites acceptance of profess)onsl anal near!ng (Y 14r 20 0 respond b!l l ty solely for the design shorn. The sal tab'I I ty and use of thin drawl ng for any structure Is the �/ OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respons!b!I!ty or the Rol!di ng Designer per ANSI/TPI 1 .2. s8 a If Tall,` Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: SPACI NG 24.0" JREF— 1W427175Z08 ALPINE: www.al pi net to Com: TPI: www.tel net.ora: wTCA: www.sbci eaont ry.com. ICC: www.i ccsafe.org Renewal 6/3012018 2018 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace x (1) 2x4 'L" Brace x (2) 2x4 'L" Brace A,* (1) 2x6 'L' Brace * (2) 2x6 "L" Brace ww 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: Spruce-Pine-Fir Hem-Fir r #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0" 11' S" 14' 0' 14' 0' 14' 0' 14' 0' RI / 42 Standard #2 Stud r #3 4' 4' 7' 2' 7' 8' 9' 1' 9' S' 10' 10" 11' 4' 14' 0' 14' 0" 14' 0' 14' 0" #3 Stud #3 Standard CD O H r Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5" 10' 10' 11' 4" 14' 0" 14' 0' 14' 0' 14' 0' I r 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 Pine..., 0) #1 4' 10' 7' 11' 8' 2' 9' 4" 9' 8" 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0" #3 #3 SP #2 4' 7" 7' 10' 8' 1" 9' 3' 9' 7" 11' 0" 11' 5' 14' 0" 14' 0" 14' 0" 14' 0' stun stud Standard Standard r #3 4' 6' 6' 6" 6' 11' 8' 7' 9' 2" 10' 11' 11' 4" 13' 6' 14' 0" 14' 0" 14' 0" (U D r 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" 10' 4' 11' 1" 11' 11' 12' 10' 14' 0' 14' 0' Group B. U SPF #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1" 14' 0' 14' 0" 14' 0' 14' 0' Hem-Fir r #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0" 14' 0' 14' 0" #1 & Btr #1 S_ U HF Stud 5' 0' 8' 9" 9' 2" 10' 5' 10' 10' 12' 5' 12' 11' 14' 0" 14' 0' 14' 0' 14' 0' a) 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 Pinexxx #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 6' 13' 2' 14' 0" 14' 0" 14' 0" 14' 0' #1 #1 SP #2 5' 3" 8' 11' 9' 3" 10' 7' 11' 0" 12' 7" 13' 1' 14' 0" 14' 0" 14' 0' 14' 0' #2 #2 #3 5' 1' 7' 11" 8' 5' 10' 6' 10' 11" 12' 6' 13' 0' 14' 0' 14' 0" 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). ,-.13 -4 D L L Stud 5' 0' 7' 11' 8' 5" 10' 6' 10' 11' 12' 6" 13' 0' 14' 0' 14' 0" 14' 0' 14' 0' xxxFor 1o4 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 o #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1" 12' 7' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' values may be used with these grades. C5 S P r #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 HF Stud 5' 6' 9' 8" 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0" 14' 0" 14' 0" 14' 0' Wind Load deflection criterion is L/240. O Standard 5' 6' 8' 8" 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Provide uplift connections For 70 plc over X #1 6' 0" 10' 0' 10' 4' 11' 9' 12' 2' 14' 0" 14' 0' 14' 0" 14' 0" 14' 0" 14' 0' continuous bearing (5 psf TC Dead Load). d SP #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' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0" 13' 9" 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. ai D P L Stud 5' 8' 9' 2' 9' 9' 11' 6" 12' 0' 13' 9" 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Standard 5' 6' 8' 1° 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' Symm Attach 'L' braces with 10d (0.128"x3.0' min) nails. `` About 1' 11 Gable Truss 'f '1 I 0 A( For (1) 'L' brace: space nails at 2" o.c. in 18' end zones and 4' o.c. between zones. Diagonal brace options 010.41.°11.- AE XEFor (2) 'L' braces space nails at 3' o,c. vertical length may be j T 0 in 18' end zones and 6' o.c. between zones. doubled when diagonal 18" x 1 0 me bracing must be a minimum of 80% of web brace Is used. Connect L r� 0 member length. diagonal brace for 385# at each end. Max web Bra 41`. Gable Vertical Plate Sizes total length is 14'. )IE)E , Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal 7 — Greater than 4' 0', but 224 ess than Vertical length shown brace, single 18" * Greater than 1116.6' 32 in table above. or double cut 0 0I 45' (as shown) nt _ 1 - !, 0 + Refer to common truss design for upper end. 0 0 0 0 r 0 0 MI 0 Q it `_ peak, splice, and heel plates. • antlnuous Bearing/ p,„-0 Refer to thet Building Designer far conditions • Connect diagonal at l , not addressed by this detail, midpoint of vertical web, Refer to chart above for "1,4:0♦ � y,th. r- xxWARNINGIxw READ AND FOLLOW ALL NOTES ON THIS DRAWING! /Al& 0' REF ASCE7-10-GAB12O3O ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and DATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA)for �'fety practices prior-to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chard shall have properly attached structural sheathing and bottom chord DRWG A12030ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /'LFFIIi F� f1 shall have bracing installed per BCSI sections B3,B7 or B10,as applicable. Apply plates to each face // �J ,-ilk\ II of truss and position asshown above and on the Joist Details,unless noted otherwise, 09/11/2017 L " u \v�Jl Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible far any deviation fromFT2RQH AN ITWCOMPANY this drawing,any fakure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, O(�7R1/ 1/ 14,ZDV-,p t. MAX TOT. [_D� 60 PSE in Aasealioon&thiswing or a drcinaof u cover page listing this drawing,indicates acceptance of professional 4 �LI' f0 engineering responsibility solely for the design shown. The suitability and use of this drawing $ w 133#9 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. •eII Tao _ Earth City,MO 63045 For more e re information see this job's general notes page and these web sites, MAX, SPACING 24.0" ALPINE, w w.alpineitw.comi TPI www.tpinst.orgi SBCA, w w.sbcindustry.orgi ICC, www.ccsafe,org 11....e--1 13/30111043 Da6Le De ---,, aiL For Let-in Verticals Gable Truss Plate Sizes Sym. O Refer to appropriate Alpine gable detail for About minimum plate sizes far vertical studs. /; iiil +°Refer to Engineered truss design for peak, splice, web, and heel plates. 5r O ©If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. 2X4 til O Exam le''lIIIiP411I1I1i , 2 p 2X4` / 111\\\ O CO 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 l0d Common (0.148"x 3,",min) Nails at 4" o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. "T" reinforcing member material must match size, specie, and grade of the 'L" reinforcing member. Rigid Sheathing Toenailed Nails' 1001 Common (0.148"x3",min) Toenails at 4' o.c. plus Web Length Increase w/ „T„ Brace 4 Nails i (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 Reinforcing wind load. 2x4 30 S Member ASCE 7-05 Gable Detail Drawings Example: 2x6 20 'L A13015051014, A12015051014, 411015051014, 410015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Nails Gable Vertical = 24"o.c. SP #3 Truss Spaced At ASCE 7-10 Gable Detail Drawings 4' o.c. A11515ENC101014, A12015ENC1D1014, 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 =A 8' 7" Aopria NC101014, A2003OENC101014, maxim END101014, A2003OPED101014 Maximum 'T" Reinforced Gable Vertical Length 1.30 x 8' 7" = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. '� 4 Nailswimm EO PROF SS, w: Ceiling 0�5 <lrNIGI14eat HOZ wwVARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAVINGI L 83294PE 9 REE LET-IN VERT wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping,instating and bracing. Refer to and / DATE 10�01�14 follow the Latest editionefmi BCSI (Building Component Safety all provide, a TPI and SOCA) for safety practices prior to performing these functions.have Installers shad provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG GBLLETIN1014 shall have a properly attached rigid selling. Locations03, E7o shown for permanent lateral restrain{ of webs 09�11/20]'7 shall have bracing installed per 'CSI sections B3, B7 ar 810,as applicable. Apply plates to each face -[J �- of tr�S and position as Shawn above and on the aint Detaiis,unless Hated otherwise. OREGON Refer to drawings 1604-Z for standard plate positions. 13"/J1/17 r AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from /� T this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handing, shipping, ` LY 14,21 `fI MAX. TOT, LD. Fj0 PSE Installation& bracrg of trusse !` A seal an this drawing o cover responsibility solely forpage listing this drawing,indicates acceptance of professional *rawingsell Tar . r v ce • esign shown, The Earth City,MO 630453 for any engineeringAPINFowwworre inforcanonPI`tewthislnst,s general notes o Designer and°theIeC wwbiwsc safe org Renewal MAX, SPACING AN 24 0„ ASCE 7-10: 120 mph, 30' Mean Height, Closeo, Exposure C Common Residential Galole End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5.0 psi, Wind BC DL=5,0 psi, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Boti Continuous ceiling diaphragm H Greater -than 7'6" -to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails, to stiffback with 10d box or gun (0,128" x 3", min,) nails @ 6" o,c, 1 I N �1 I II 2X4 Blocking nailed to 111116 ; 45° sheathing and 24' Max each truss CT Y � H ® ® II III ®iimmiiiiimmimmoisommimmilimiH/2 IIIIdagonl brace, X II■ ■ ■ ■ II1Iir . I I I ontinuous Bearing — 2x6 #2 Stiffback attached to each CEO PROp Stud w/ (4) 10d box or gun (0.123" X 3", min ) nails. ///��,yyy<<G1, Qt4A., � wwWURNISHIww READ AND ALL NOTES ON THIS DING �//� REF GE WHALER ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ��/]� Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and / DATE 1�/�1/14 follow the latest edition of BCSI CBui fun Component Safety alloprovide, a TPI and Sacro for safety 1J 1 1 practices prior to wise, top these functions.havns. Iperly attached shall provide temporary bng and per BCSI. r� Unless noted otherwise, tap chard shall have properly attached structural sheathing and bottom char DRWG GABRST101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /' I I IJ I FIr shall have bracing Installed per BCSI sections B3, B7 or B10,as applicable. Apply plates to each Face 09/11/2017 / �u _„I of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. On ADG.� 1N W Alpine'a division of ITBuilding Components Group Inc. shall not be responsible for any deviation from AN TW COMPANY 7/9,PP17- this drawing, y failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, rsOdi r MAX, TOT, LD. 60 PSE installation &bracing of trusse <, (/`LY 14 __ A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional $ w i engineering responsibility solely for the design shown. The suitability and use of this drawing 8e�f Tan 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. _._._. Earth City,MO 63045 For more a re information see this job's general notes page and these web sites Renewal 6/ 2018 MAX. SPACING ALPINE w w.nlpineltw.comi TPI www,tpinst.orgl SBCA' www.sbclndu5try,orgl ICG www.l0c5afe.arg R Reir - orcing Ve -nicer SL, los ti LL, tion T-Re1nforcer'lent This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, is specified on a truss design but an alternative web L-Rein1orcernent: or reinforcement method is desired. L-Reinf ,� �` Apply to either side of web narrow face, ,, Attach with 10d (0128"x3.0",min) nails , at 6' o.c, Reinforcing member is , Notes' a minimum 807. of web , member length. ,, This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T reinforcement or , L-reinforecement or scab reinforcement. ' Alternative reinforcement specified in chart below may be conservative, IIIIIII " For minimum alternative reinforcement, re-run design with appropriate X reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement ScQiO Reinforcement: lent Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, 11.1 Attach with l0d (0.128"x3.0",min) nails -� 2x6 1 row 2x4 1-2x6 at 6" o,c. Reinforcing member is a 2x6 2 rows 2x6 2-2x401O minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(X( Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. IIII (NO Center scab on wide face of web, Apply (1) scab to eachface of web. • • /��,OG1NF6 Ss,O wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 83294PE IP 9 TC LL PSF REF CLR Subst. ...IMPORTANT*.FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and IC „or/- follow the latest edition of ICS! (Building Component Safety Information, by TPI and for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. T� T� r� n T� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord C. DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 09/11/2017 �g� shall have bracing installed per HCSI sections 111 7 or H10,as applicable. Apply plates to each face gJ lJ �Ji of truss and position ns=Fawn above and an aint Details.unless nates otherwise. OREGON BC LL PSF Refer to drawings 160A-7 for standard plate positions. .411/17 / /�7 AN ITW COMPANY Alpine, n division of ITW Building Components Group Inc. shall not be responsible for any deviation from ,(� 0� 0 T❑T, LD. PSF this drawing, y failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, �` lY 14,'2 w i installation S bracing of true A seal on this drawing orcover page listing this drawing,Indicates acceptance of professional �1 __""""" ce engineering responsibility solely for the design shown. The suitability and use of this drawing e I Tan DUR. FAC. 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ----------- Earth City,MO 63045 For more a information see this job's general notes page and these web sites. Rene al 6/ 18 SPACING ALPINE. w w.alpineltw�comi TPI www.tpinst.orgi SOCA. w w.sbcindustry.orgi ICC. www,lccsafe.org Gable Stud Rein-Forcernent Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 100 2x4 Brace (1) 1x4 'L' Brace w (1) 2x4 "L" Brace A (2) 2x4 'L' Brace AR (1) 2x6 'L' Brace A (2) 2x6 'L' Brace AR Bracing Group Species and Grades, Gable Vertical No S acin 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 ,-- p g #1 / #2 4' 10' 8' 2' 8' 6' 9' 8" 10' 1' 11' 6' 12' 0" 14' 0' 14' 0' 14' 0' 14' 0' /Spruce-Pine-FirtStand Hem-Fir #1 / #2 Standard #2 Stud #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud _ #3 Standard CO _ HF Stud 4' 7' 7' 8' 8' 2" 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' 0 Standard 4' 7' 6' 7" 7' 0' 8' 10' 9' 5° 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pineww■ QJ #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard N #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' (U D P L 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. US P rr #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-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 &#IBtr U L, ' Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' QJ O I I r Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4° 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0" Douglas Fir-Larch Southern Plnewxw \ #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 / • SP #2 5' 6' 9' 5' 9' 9' 11' 1" 11' 6' 13' 2' 13' 9" 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' x4 Braces shall be ORB (Stress-Rated Board). D P L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8" 14' 0' 14' 0' 14' 0' 14' 0' wwwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B O ^r #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" values may be used with these grades. d SPF r #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: LO U H P Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" 14' 0' Wind Load deflection criterion Is L/240. O Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load), d SP #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0" 14' 0° 14' 0' 14' 0' Gable end supports toad from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. aj D P L 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' Symm Attach 'L' braces with 10d (0.128'x3.0' min) nails. About) 1 0 ;IE For (1) 'L' braces space nails at 2" o,c. Gable Truss '1 11 in 18' end zones and 4' o.c. between zones. Diagonal brace option, YE 8EFor (2) 'L' braces space Halls at 3' o.c. g . 1- ' in 18' end zones and 6' o.c. between zones. vertical length may be4001...11- 0 doubled when diagonal 18' x 'L' bracing must be n minimum of 80% of web brace is used. Connect _ r� 0 member length. diagonal brace for 335# • at each end. Max web Brace �♦ Gable Vertical Plate Sizes total length is 14', L----.�_ 31(3E , Vertical Length No Splice 2x4 DF-L #2 or • Less than 4' 0' 1X4 or 2X3 better diagonal + Greater than 4' 0', but 2X4 Vertical length shown brace) single 18, , less than Il' 6' in table above. or double cut X( a a Greater than 11' 6' 3X ' 45" Cas shown) at L_ _L i a + Refer to common truss design for 11 upper end. Q Q Er 0 _ peak, splice, and heel plates. • ontinuous Bearing //// �_ Refer to the Building Designer for conditions Connect diagonal at �[�jw not addressed by this detail. midpoint of vertical web. Refer to chart above For ^I i: i� - , r wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! U/ REF ASCE7-10-IAB12015 wwIMPORTANTw•FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /"- followTrusses the lateste editionme of care in BCSI(Building Componentng,Safetyp Information,installing nd TPIbracing. Refer to and and SBCAI for safety w� ' DATE 10/01/14 practices prior-to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chard shall have properly attached structural sheathing and bottom chord DRWG A12015ENC101014 shall have a properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs �I 1=F� fi shall have and installed own aboI and on th, t Det as upplinlessbno poly plrwtes to each face 09/11/2017 i ', IILI�\\VVI II of truss abr-bracing position asshown above and on the Joint Details,unless noted otherwise Refer to drawings 160A-Z for standard plate positions. OREGON Alpine,a division of ITW Building Components Group Inc, shallnot be responsible for any deviation from AN ITW COMPANY 'I /1 this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, ' '/J_ 1p $' MAX. TOT, LD, 60 PSF installation&bracing of trusses. 4 LY 14,20 (0 A seal on this drawing or cover-page listing tdrawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing 8e1�Tan' 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. Earth City,Mo 63045 For w re information s e this job's general nw.otes page and these web sites. MAX. SPACING 24.0" ALPINE' w w.alpineitwcoml TPIewww.tpinst�orgi SBCA' w sbG cindustry.orgi ICwww.iccsafe.org Renewal W302018