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Plans (249) Alpine, an ITW Company 1� � 1� Y 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W3S7175Z1130093735 Truss Fabricator: Truss Components of Oregon Job Identification: 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR Model Code: I RC Truss Criteria: I RC2012/TPI-2007(STD) Eo PROF Engineering Software: Alpine proprietary truss analysis software. Version 16.01. A9 SSS Truss Design Loads: Roof - 42 PSF @ 1.15 Duration �5 , G t N Etc 'O Floor - N/A 14/ 83294PE 9 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 /3 `Zcrla,2O 0 record, as defined in ANSI/IP! 1. S$ell Tan 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 '?"'2018 Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- Submitted by RTT 09:35:47 08-30-2017 Reviewer: BFR $ $ 08/30/2017 # Ref Description Drawing# Date 1 22615--AGE 17242011 08/30/17 2 22616--A 17242003 08/30/17 3 22617--A1 17242006 08/30/17 4 22618--B 17242013 08/30/17 5 22619--BGE 17242015 08/30/17 6 22620--DG 17242007 08/30/17 7 22621--CGE 17242008 08/30/17 8 22622--C 17242002 08/30/17 9 22623--EGE 17242012 08/30/17 10 22624--E 17242009 08/30/17 11 22625--F 17242005 08/30/17 12 22626--G 17242004 08/30/17 13 22627--H 17242010 08/30/17 14 22628--R1 17242014 08/30/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - AGE ) Top chord 2x4 HF #2 Ti: 2x4 DF-L #1&Bet.: (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x3 HF #2 :M12, M13, M14, M15, M16 2x4 HF #2: 120 mph wind, 22.69 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=3.0 psf, wind BC Truss desi gned to support 1-0-0 top chord outl ooker span and DL=0.6 psf. cladding Ioad not to exceed 5 PSF one face, and 24" span opposi te face. Top chord may be notched 1.5" deep X 3.5" periodically Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member al ong top edge. DO NOT OVERCUT. No knots or other lumber defects design. all owed within 12" of notches. Do not notch in overhang or heel panel. See DINGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Provi de I ateral wi nd braci ng per ITWBCG 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 Ioad applied per IRC-12 section 301.5. (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.) @ 6" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor 5X7 for dead I oad i s 1.50. Jai T 3X7(**) 3X7(**) t.11M12V3 14 1a 1 Ti :a) a) : -( 18 (a) 10-2-11 6 r b //////////////////////////////////////////////////////////////� /C 1 18-0-0 3X5(A1) = 5X7 3X5(A1) = 12-4-11 1-6-0-,---- 19-9-0 -6-019-9-0 J 19-9-0 J 39-6-0 Over Continuous Support >1 R=128 PLF U=19 PLF W=39-6-0 RL=5/-5 PLF Note: Al I Plates Are 1.5X4 Except As Shown. p PROF • Design Crit: I RC2012/TPI -2007(STD) � PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ;1.5.. 1 INTI S OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGIww READ AND FOLLOW ALL NOTES ONTHIS DRAM RGI U �� TC LL 25.0 PSF REF R7175 22615 825 N 4th Ave,ComeLus OR 97113 •'IPo IRTANr•• FURNI SH Txi s ORAw1 NG To ALL CONTRACTORS I NCLIAII NG THE I NSTALLEAs. ',• 83294PE Trusses require extreme care In fabricating, handling, shi ppi ng, install I ng and bracing. Refer to and follow W the latest edltion of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practl ces prior Q.' . DL 10.0 PSF DATE 08/30/17 T. to performi ng these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. 41164 top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC DL 7.0 PSF DRW CAUSR71 75 17242011 ,4 L� sections B3 By or B10, as aoppiicabl e. Apply plates to each face of truss and ague)tl on as shown above and on the Joint Details, unless noted otherwise. Refer to drawing 1b0A-Z for standard plate position 08/30/2017 BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a dl vi si on of I TW Bul I di ng Components Group Inc. shat 1 not be respond bl a for any devi ail on from thl s OREGON drawing, anyfailure to bul I the truss In conformance wl th ANSI/TPI 1, or for handl l ng, shipping, AN ITWCOMPANY installation a bracing of trusses. y.� r TOT. LD. 42.0 PSF SEON- 136297 . A seal on till s drawl mg Or cover page I I stl ng TN s drawl ng, I ndl mates acceptance of professl dui sngl neer)ng �/_ VLr 14,20" 4.0 responsi bl I I ty solely for the des!gn shawl. The sal tab)I I ty and use of till a drawl ng for any structure Is the V 8351 Rovana Circle responsibil Ity of the Bull ding Deal goer per ANSI/TPI 1 000.2. s$eii Ta" a, OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this j ob.s general notes page and these web si less SPACI NG 24.0" JREF- 1W3S7175Z11 ALPI NE: www al pi nei tw.con: TPI: waw.tpi net.org: WTCA: www.sbci ndustry.con, ICC: wowi ccsafe.org rio..ownl a/anl9ma THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - A ) Top chord 2x4 HF #2 :T4 2x4 HF SS: 120 mph wind, 22.69 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B4 2x4 HF SS: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x4 HF #2 :W1, W2, W8 2x4 HF Std/Stud: DL=0.6 psf. Calculated horizontal deflection i s 0.26" due to Iive I oad and 0.28" Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member due to dead Ioad. design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 1.50. Cal cul ated verti cal defl ecti on i s 0.51" due to Iive Ioad and 0.54" due to dead load at X = 30-9-0. 6X6= 5X7::0000000....°°°° X7 6X8- 1. 5:4111111111111111111111111& . 5X4o� 0 AP 1. 5X4% T4 10-2-11 —16 00000000 �; J 3 H0715= B4 3 _ :_\ 18-0-0 3X5 4X8(B3) = = 3X5= 5X7= 3X12(F2) 3X7= 12-4-1J 1-6-0 6-4-13 10-1-12 -4 110-1-12 _ 6-5-6 9-76410-13 +24 46-10-13 8-3 8 5-10-13 8 9_011-5 19-9-0 ,I, 19-9-0 22-5-8 8-3-8 8-9-0 39-6-0 Over 2 Supports R=1895 U=352 W=5.5" R=1823 U=337 W=5.5" RL=189/-192 Desi gn Cri t: I RC2012/TPI -2007(STD) CEO PRO/ PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 16.01. �5.�f,�'/,'F't�`r a OR/-/1/-/-/R/- Scale =. 1875"/Ft. TrussComponentsN 4th Ave, of meliusn (503)357-2118 **WARNING! H READ AND FOLIAI ALL ROTES TO THIS DRALUDIIRGI Ui 41 la TC LL 25.0 PSF REF R7175- 22616 825 N 4th Ave,Cornelius OR 97113 '•IImoRTMrt•• FURNISH THIS DRAWING To Mi carrpncTORs INCLUDING THE INSTALLERS. 83294PE Trusses require extreme care In fabricat!ng, handling, Shipping, Installleg and bracing. Refer to and follow �W the latest edit,on of SCSI (eelIding Component Safety I nformati on, by TPI and etch)for safety practices prior - DL 1 0.0 PSF DATE 08/30/17 r• o to Perform,ng these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheath,ng and bottom chord she!I have a properly attached rigid cel Ii ng, Locations shown for permanent lateral astral nt of webs shall have bracing Installed per BC BC DL 7.0 PSF DRW CAUSR7175 17242003 ,4 r =clons B3, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on II IILQ)I1 r I 1 I 1 the Joint herons, unless noted otherwise. Refer to drawings 100A-Z for standard plate positions 08/30/2017 BC LL 0.0 PSF CA-ENG BFR/RTT I, I \SII AI pi ne, a di v,si on of I TW Bui I dl ng Components Group Inc. shat I not be respond bl a for any devi at On from this OREGON drawl ng, any£al I ore to bui I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, shl poi ng, AN ITW COMPANY installation R brat,ng of tru==e=. 13e TOT. LD. 42.0 PSF SEAN- 136273 . A seal on this drew ng or cover page I I stl ng this drawl np, I nal sates acceptance of profess!Roel engl neer,ng '141'14,20e responsl ll ty solely for the design shown. The sul tab!ll ty and use f this drawing for any structure Is theL0 DUR. FAC. 1. 15 FROM BB 8351 ROvana Circle rssponsl el I I ty of the Sul I dl np Desi goer per ax51/TPI 1 sec.p. *sell seII Tao�' Sacramento,CA 95828 For more,nformati en see thi s,obi s general notes page and these web si tes: SPAC I NG 24.0" J REF- 1 W3S7175Z 11 ALPINE: www.al pi neltw.con; TPI: www.tpi nst.erg: WTCA: wow.sbcindustry.com; ICC. wow.Iccsafe.org Roemawa���' IR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HI LLSBORO -Wi ndWood Bi rch pin Lot 29 -- VERIFY VERI FY, OR - Al ) Top chord 2x4 HF #2 :T4 2x4 HF SS: 120 mph wind, 22.91 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B4 2x4 HF SS: anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W2, W8 2x4 HF Std/Stud: DL=0.6 psf. Cal cul ated hori zontal deflection i s 0.26" due to I i ve Ioad and 0.28" Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member due to dead Ioad. design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead I oad i s 1.50. Cal cul ated verti cal defl ecti on i s 0.50" due to I i ve I oad and 0.55" due to dead load at X = 30-9-0. 6X6 5X5. = '.i T 6 6X8 I— �� /4S 1. 5X4% 1. 5X4 0� 10-2-11 � 6 1� T4 3 H0715 - B4___1111A1 _ 18-0-0 3X10(B3) = 3X5= •• 3X5= 5X7-------- 3 `\� 1 3X5= 3X12(F2) 1-6-0 I� l� 6-4-13 10-1-12 _I_ 6 516 ...i_ 9-7-4 >f2-8-86-1—10-13 8-3-8 5-10-13 —1— 8_96-1 -01-5 19-9-0 19-9-0 22-5-8 8-3-8 8-9-0 39-6-0 Over 2 Supports > R=1704 U=321 R=1830 U=342 W=5.5" RL=174/-168 Desi gn Cri t: I RC2012/TPI -2007(STD) • PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. .fItT-c.+�r!� OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-'118 "WARNI NGI w•READ AND FOLLOW ALL NOTES ON THIS DRAW'NGI 825 N4th Ave,Cornelius OR 97113 INPORTAHT•• FURNISH THIS DRAWING To ALL CBhfIR CT MS INCLUDING THE INSTALLERS. 0r ((,, 4.1 . TC LL 25.0 PSF REF R7175- 22617 Trusses require extreme care in fabrl cati ng, handling, shipping, install Ing and bracing. Refer to and follow the latest edition of BCSI (0th ding Component Safety Information, by TPI and MCA) for safety practices priorii �1 DL 1 0.0 PSF DATE 08/30/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, / top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I 1 ng. Loeati ons shown for permanent I ateral restraint of webs sisal I have bran ng i nstal I ed per BC. BC DL 7.0 PSFDRW CAUSR71 75 17242006 ecti ons B3, B7 or B10. as applicable. Apply plates to each face of truss and position as shown above and o the Joint Details, unless noted otherwl se. Refer to drawings 17o -Z for standard plate posl tl ons. A O��N I i i 08/30/2017EGOBC LL 0.0 PSF CA-ENG BFR/RTT I AI pi ne, a di vision of 1 Tw Bui tli rg Components Group Inc. shat not be resppnsi bl a Far any devl ati on from Chit OREGON drawing, any fel lure to bul Id the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMR4NY installation R bracing of tre==es. 13 TOT. LD. 42.0 PSF SEON- 136276 . A bawl wl tills drsel I19 or Conor peps Ii atl 09 tills drawl np, 1 tdi utas wntspterla or prohsnI0Ml .10910.rl ng �Lr 14,26°14 el aopo of bl I I ty bel el y fAr the dell p10 boa h. The:w t.bl I I ty em Bba of tru e a e.I10p for.10y:LrBptprs I s tu. <, LYew OUR. FAC. 1. 15 FROM BB 8351 Royane Circle respond bill ty of the Bull dl ng Beni goer per ANSI/TPI 1 Sec.2. a lS Ta Sacramento,CA 95828 For more i nformati on see thi s j ob.s general notes page and these web si ten: ALIN NE: www.al pi mei tw.come TPI: www.tpi nst.org. WTCA: www.sbci ndustry.corn; ICC: www.i ccsafe.org SPAC I NG 24.0" J RE F- 1 W3S7175Z 11 Ra�Wal� �� THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - B ) Top chord 2x4 HF #2 120 mph wind, 22.91 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=3.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 1.50. 5X5= 3X75 3X5 T 3X5* 3X50 1. 5X4o� ''� �•• 1. 5Xop ,4�i 6 I(a) 10-2-11 W1 L 10-0-02_ 3X10(83) = 3X5= 6X8= 3X5= 4X8(83) --- 1-6-0 L. 6-11-5 10-1-12 6-4-13 -.1- 9-7-46-4-13 9 7 -4-13 6-4-13 7-4 6-4-13 -__L- 10-1_162-11-5 I, 19-9-0 I 19-9-0 J r' 39-6-0 Over 2 Supports R=1702 U=323 R=1824 U=344 W=5.5" RL=174/-168 Design Cri t: I RC2012/TPI -2007(STD) ,f, PRO/ S+ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. P<<<;U� y S'i, OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components ofOregon (503)357-1118 **WARNING!H THIS AND FOLLOW ALL ROTES ON THIS INCLUDING �� 83294PEIfl TC LL 25.0 PSF REF R7175- 22618 825 N 4th Ave,Cornelius OR 97113 "I NPDRTANT'• FURNISH THIS DIUNI NG TO ALL CONTRACTORS I NCLWI NG TIIE INSTALLERS. Trusses regui re extreme care In fabrl call ng, handling, shl ppl ng, Installing and bracing. Refer to and follow It the latest edition of BCSI (Elul Iding Component Safety Information, by TPI and WTCA) for safety practices prier / - DL 10.0 PSF DATE 08/30/17 >ti to performing these functions. Installers shall provide temporary bracing per BCS'. Unless noted otherwl se, top chord shal I have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng. Locati ons shown for permanent I ateral estrai nt of webs shat I have bract ng I natal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17242013 r O`PI] sect'ons M M or 810, as appl I cable. Apply plates to each face of truss and position as shown above and on 08/30/2017 ,4 II L J � the mint Peth&, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a di vl sl on of I TW Bui I di ng Components Group Inc. shat I not be responsi bl a for any devl atl on from thi s OREGON drawl ng, anyfailure to bul I the truss In conformance with ANSI/TPI 1, or for handling, shl pping, AN ITW COMPANY installation a bracing of trusses 'A TOT. LD, 42.0 PSF SEAN- 136278 A seal on thl s drawl nag or cover page I I atl nag tm s drawl nag, I Indicates Utes aecepts of profess'one' engi neeri nag 4 `SLY 4,20 ie, responni bill ty sol el y for the des!gn shawl. The sin tam lits and use of tn's drawl ng for any structure Is the e"Tao 8351 Rovana Circle responsi b"i By of the Bu'I ding Designer per AN51/Tfl 1 Sec.2. Sao' DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this job's general notes page and these web Sites: SPACING 24.0" JREF- 1W3S7175Z11 ALPI NE: www.al pi net tw.eon: TPI www.tpl nst.erg; VITCA: wwnt sbcl ndust ry.cam; 'CC. www.i cecafe.org Renewal 6/30/2018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - BGE ) Top chord 2x4 HF #2 (**) 1 pl ate(s) requi re speci al positioning. Refer to scaled pl ate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x3 HF #2 :M12, M13, M14, M15, M16 2x4 HF #2: 120 mph wind, 22.91 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=3.0 psf, wind BC Truss desi gned to support 1-0-0 top chord outl ookers and cladding load DL=0.6 psf. not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT Wind Ioads and reactions based on MWFRS with additional C&C member OVERCUT. No knots or other lumber defects allowed within 12" of design. notches. Do not notch in overhang or heel panel. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require reinforcement at 70% of the bracing requirements. length tabulated for 2X4 studs of the same grade. (a) #3 or better scab rei nforcement. Same si ze & 80% I ength of web Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) c 6" OC. load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 1.50. 5X5= T 3X5 3X7(**) 6 - M12-;a)3 ) %M15Na a) (a) 10-2-11 C 9 9 1 9 - 9 11 8 -I a I 11 U D 2 5 I 8 I 18-0-0i //�////////////////////////////////////////////////////////////////////////////////////////////////////////////////// 3X5(A1) = 5X5= 3X5(A1) 1-6-0 L 19-9-0 —1.- 19-9-0 J 39-6-0 Over 2 Supports =I R=131 PLF U=15 PLF W=19-9-0 RL=10/-10 PLF R=129 PLF U=22 PLF W=19-9-0 Note: All Plates Are 1. 5X4 Except As Shown. Design Cri t: I RC2012/TPI -2007(STD) ��E�PROF--S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. tto . �1r�t/F SAO OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI ww READ AND FOLLOW ALL NOTES ON THIS DRAVANGI (CO kr 0, Z TC LL 25.0 PSF REF R7175- 22619 _ 825 N 4th Ave,Cornelius OR 97113 ••I NPORTANTw' FURNISH THIS DRAIN NG TO ALL CONTRACTORS INCLUDING THE 1 NSTALLERS. f,(/ 83294PE - Trusses require extreme care In fabricating, handling, shipping, ImetallIng and bract ng. Refer to and nal low te ri DL 10.0 PSF DATE 08/30/17 the latest edi ti on Of (Buil di ng Component Safety de tenon on, by TRI and WI-CA)for safety practices pri or o Pchord iha these funnelproons. Installers shall Pshe de temporary bracing per BC51. Unless noted otherwise. top41164 chord shat I have properly attached structural sheathing and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17242015 rigid ceiling. Locations shown for permanent lateral estrai nt of webs shall have bracing Installed per BCSI ,4 �O` secti ons B3, 07 or 810, as applicable- Apply plates to each face of truss and position as shown above and on 08/30 2017 JI I the Joint oetalls, unless n ed otherwise. Refer to drawings 160A-Z far standard plate positions. BC LL 0.0 PSF CA-ENG BFR/PTT I Al pine, a di vl sl on of I TlY Buil di ng Components Group Inc. sM1al l not be responsi rod, 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 handl Ing, shl ppi ng, AN ITW COMPANY i natal I at on a bract ng of tresses. 1)ftZ,�r 14 zoG► 8:1 TOT. LD. 42.0 PSF SEAN- 136282 A seal on tills drawl ng or cover pegs I I stl ng the s drawl ngI ndl cotes feptaneof professions! engl neer!ng respond bl I I ty sol el y for the design shoal. The sul tab)I I ty and use of till s drawl ng for any structure I s the SS a�t Tao t OUR. FAC. 1. 1 5 FROM BB 8351 Rovana Circle respond bl I I ty of the&11 I ding Designer per ANS!MN See.2. Sacramento,CA 95828 For more I nfermati on see this I ob.s general notes page and these web sites: SPACI NG 24.0" JREF- 1W3S7175Z11 ALPINE: www.al pi nei tw.con: TPI: www.tpi nut.erg. WTCA: www.sbci ndustry.cam: ICC: www.i ccsafe org Renewal 8/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - DG ) Topchord 2x4 HF #2 I 2 Bot chord 2x6 DF-L SS 2 COMPLETE TRUSSES REQUIRED Webs 2x3 HF #2 :W1, W5 2x4 HF Std/Stud: Nail Schedul e:O.120"x3", min. nails :W2, W4 2x4 DF-L #1&Bet.: :W3 2x4 HF #2: Top Chord: 1 Row #12.00" o.c. :Rt Wedge 2x6 HF #2: Bot Chord: 2 Rows # 3.00" o.c. (Each Row) Webs : 1 Row # 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting. TC - From 93 PLF at 0.00 to 132 PLF at 9.50 4" o.c. spacing of nails perpendicular and parallel to TC - From 132 PLF at 9.50 to 93 PLF at 19.00 grain required in area over bearings greater than 4" BC - From 7 PLF at 0.00 to 7 PLF at 19.00 TC- -77.14 Ib Conc. Load at 1.74 120 mph wind, 22.36 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1703.65 Ib Conc. Load at 1.06, 3.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC DL=0.6 BC- 20.61 I b Conc. Load at 1.79, 3.79, 5.27 psf. BC- 1702.08 I b Conc. Load at 5.06, 7.06, 9.06,11.06, 13.06, 15.06, 17.06 Wind loads and reactions based on MINERS. Provi de I ateral wi nd braci ng per I TWBCG wi nd bracing details or per Truss desi gned to support 1-0-0 top chord outl ookers and cladding I oad engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top chord tabulated for 2X4 studs of the same grade. must not be cut or notched, except as noted. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind for dead load is 1.50. bracing requirements. 5X7R III JT PLATE LATERAL CHORD ( ) No SIZE SHI FT BITE [11] W4X8 S 4.25 -r' [12] W4X5 4.25 L 1.25 it [37] W4X5 4.25 R 1.25 [38] W4X8 S 4.25 i 4X5[12] 4X5[37] 8-3-13 1O r 44 10 S I I 1 I 111111111101. _L I ■ ' ■ ` .18-0-0 5X10(B1OR) 4X8[11] III 8X8(8) III 4X8[38] III 5X10(B1OR) • i` 5-0-2 -+- 4-5-14 >Ic 4-5-14 >It 5-0-2 9-6-0 I 9-6-0 1.' 19-0-0 Over 2 Supports R=9133 U=1730 W=5.5" R=8439 U=1580 W=5.5" Note: Al I PI ates Are 1.5X4 Except As Shown. Q PROF Design Cri t: I RC2012/TPI -2007(STD) it F PLT TYP. Wave FT/RT=2B/BOB/B /4 0 16.01. f t . t �`rS ( ) ( ) i OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-2118 ''WARNING.ww READ AND FOLLOW ALL NOTES ON THIS DRAM NGI 0TC LL 25.0 PSF REF 87175- 22620 825 N 4th Ave,Comelius OR 97113 ••I NpoRtANTw• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. Tresses require extreme care In cati handling, shipping, installing and bract ng. Refer to and tori ow / DL 10.0 PSF DATE 08/30/17 the latest edition o£extreme are ldi ng Component Safety In£ormati on, by TPI and NTCA) for safety practices prior _ r• to performing these functl ons. Installers shall provide temporary bracing per BCS.. Unless noted otherwl se,41164 __ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cei I i ng. Locati ons shown for permanent I ateral rostral nt of webs shat I have bract ng I nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17242007-- '4.. ,4 �� sections 63, 67 or B10, as applicable. Apply plates to each face of truss(and posi ti on as shown above and on II O I the Joint Detai Is, unless noted otherwise. Refer to drawings 1000-Z for standard plate positions. ���3��2�[7 I Al pine, a di„i si on of I TA Bei I di ng Components Group I nc. shall not be responsi bl e for any devi ati on from thi s OREGON BC LL 0.0 PSF CA-ENG BFR/RTT ' drawing, any fol l ure to buiId the truss in conformance with ANSI/TPI 1, or for handling, sill ppi ng, AN ITWCOMR4NY Installation R bracing of tresses. ng, 1l �, C TOT. LD, 42.0 PSF SEAN- 136316 • esspApolnsi on I I tyy drawl ng or cover he des!page sIl swxni ng. TThessul drawl i 1 tyband use o Gini s drawl ng for any'str,ucture I s the </ LY 14.24 0 8351 Rovana Circle respond bill ty of the Bull ding Iles1 goer per ANSI/TPI 1 See.2. s$etl Tai et- OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this Job. general notes page and these web sites: SPACI NG 24.0', JREF- 1W3S7175Z11 ALPINE: www.al pi nei tor.corn; TPI: www.tpi est.erg; ATCA: www.sbci ndustry.co, ICC: www.l ccsafe.org Renewal 6/3012018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - CGE ) Top chord 2x4 HF #2 120 mph wind, 20.62 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=3.0 psf, wi nd BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=0.6 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 opposite face. Top chord design. may be notched 1.5" deep X 3.5" peri odi cal I y along top edge. DO NOT OVERCUT. No knots or other I umber defects allowed within 12" of notches. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng 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 S12030ENC100815 & GBLLETIN1014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 I i ve and L/240 total I oad. 4X5= Creep increase factor for dead load is 1.50. 6-1-2 7 10,Al1iIIii 4_18-0-0 i 2X4(81) = 2X4(B1) 1.<1-6-0›.1 1.<1-6-0 -1 Fc 6-10-0 6-10-0 I— 6-10-0 ,I, 6-10-0 J 13-8-0 Over Continuous Support R=135 PLF U=28 PLF W=13-8-0 RL=12/-12 PLF Note: All Plates Are 1. 5X4 Except As Shown. Design Cri t: 1 RC2012/TPI -2007(STD) FLEO PROFFS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. 'AI W ,,..4413111 S> OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI••READ AND FOLLOW ALL NOTES ONTHIS DRAWING! TC LL25.0 PSF REF R7175- 22621 _825 N 4th Ave,Cornelius OR 97 13 "IIWDarurr• FHRNISH THIS DRAMNG TO ALL CONTRACTORS IxcLuolNG THE INST LLERS.Trusses regui re extreme c re in fabrl cats ng, handling, shl ppi ng, Installing and bract ng. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'MCA) for safety practices prlor DL 10.0 PSF DATE 08/30/17 nto performing these fundi ons. Installers shall Provide tmporary bracing per BCSI. Unless noted otherwise, trAllailla _ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rl gid cei I i ng. Locati ons shown for permanent I ateral rest r int of webs shat I have bract ng I nstal I ed per BC ^I DRW CAUSR7175 17242008 Ail �� sections B3, B7 or B10, as appll cable. Apply plates to each face of truss and post ti on as shown above and on 08/30201 II I the mint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions O BC LL 0.0 PSF CA—ENG BFR/RTT I Al pi ne, a dl vi sl on of t TW Bui 1 di,g Components Group 1 nc. shat I not be responsi b1 a for any devi ati on from thl s OREGON drawing, any fol l ure to build the truss In conformance with ANSI/TPI 1, or for handling, shl pial ng, AN ITWCOMPANY Installation s bracing of trusses. Ip 13 eb m TOT. LD. 42.0 PSF SEAN- 136299 . r spp000s1 on I I tyy drool el9 forg othe ddesr R page sl sow. TThessdrawl i T bl f I tynandd use othi thisdrawing fors any structurei 0 The (/ LY 14.10 t 8351 RDvana Circle responsl bill ty of the Bull dl ng Desi g,er per ANSI/TPI 1 Sec.2. use ofself Tao OUR, FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this job's genera, notes page and these web sires: SPACING 24.0" JREF— 1W3S7175Z11 ALPINE: www.al pi nel to.com; TPI: swims tp.ns[.org; In CA: www sbcindus[ry.com, ICC: www.i ccsafe.org Renewal 6/30/2018 AM THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - C ) Top chord 2x4 HF #2 120 mph wind, 20.62 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 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 IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 1.50. 4X5(R1) i# A41111 6-1-2 1 .*18-0-0 I 1. 5X4 III 2X4 A6R) 2X4(B1) ---- L1-6-0 .1 6-10-0 - 6-10-0 6-10-0 I 6-10-0 l< 13-8-0 Over 2 Supports R=607 U=107 W=5.5" R=745 >132 W=5.5" RL=131/-118 Design Cri t: I RC2012/TPI -2007(STD) AEU PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 'e W,APA- tIP� 7 OR/-/1/-/-/R/- Scale =.375"/Ft. _ Truss Components of Oregon (503)357-7118 "WARNING!**READ AND NG TO ALL NOTES ON THIS IN DRAVA INCLUDING (? TC LL 25.0 PSF REF R7175- 22622 825 N 4th Ave,Cornelius OR 97113 ••I IpOR7A■r•• Puaxl SH nl!S oNAn NG To ALL CONTRACTORS I NLLIq!ND TNB I xsrAtl.EAs. , la Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow yy/ D L 1 0.0 PSF DATE 08/30/17 the I atest edi tion of BCSI (Bui I di ng Component Safety I nformati on, by TPI and WTCA) for safety practices pri or WG /r _ top Performing l have functions. Installers shall Provi de temporary bracing per RCS!. Unless pnotedroperly otherwise, /E.'''. _ [op chord shall have properly attached structural sheathing and bottom chord sha11 have a properly attached BC DL 7.0 PSF rl el d ceiling. Locatl ons shown for permanent I afore! restr int of webs shall have bracing i metalled per BCS DRW CAUSR7175 17242002 ,4 L�)� I sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on J : the:no'nt Data:!s, unless noted otherwise. Refer to drawl ngs 160A-Z for sfantlard plate positions. OS/3O/ZO1 7 AI , a di vi sl on of ITN Bui di rg Components Group Inc. shat I not be respond bl a£or any devl ati on from thi s OREGON BC LL 0.0 PSF CA-ENG BFR/RTT dnawi ng, any failure g build the truss in conformance with ANSI/TPI t, or for handling, shipping, SEAN- 1 36307 AN ITW COMPANY i metal I ati on w brae!ng of tresses. �C TOT. LD. 42.0 PSF • A seal on tills drawl ng or cover pegs I I stI ng thl s drawl ng, I mil antes acceptance of profess:noel engineer!ng (e VLY 14,20V_ responsibll Ity solely for the des!gn shown. The suitability and use of this drawl ng for any structure Is the FROM BB 8351 Rovana Circle rosponsl bill ty of the Bull dl ng Designer per ANSI RPI 1 Sec. 61 Tar DUR. FAC. 1. 15 Sacramento,CA 95828 For more Information see this)ob.s general notes page and these web Sites. SPACI NG 24.0" J REF- 1 W3S7 1 7 5Z 1 1 ALPI NE: www.al pi mei to corn: TPI: www.tpi net.org. WTCA: www.sbcl ndustry.corn: ICC. www.I ccsafe.org Renewal 0130/2018 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - EGE ) 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=3.0 psf, wi nd BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=0.6 psf. Truss desi gned to support 1-0-0 top chord outl ookers and cladding I oad Wi nd 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. may be notched 1.5" deep X 3.5" peri odi cal I y along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of Right end vertical not exposed to wind pressure. notches. Do not notch i n overhang or heel panel . Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require reinforcement at 70% of the braci ng 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 Ioad Deflection meets L/360 live and L/240 total Ioad. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 8 P ldid ' II 3-11-2 ��•i' i i RJI 9-0-0 I 2X4(A1) 1-6-0—>1 5-1-4 .371 2 I.< 5-4-0 Over 2 Supports R=440 U=162 W=3.5" RL=248/-42 R=262 U=180 Note:- All Plates Are 1. 5X4 Except As Shown. • Desi gn Cri t: I RC2012/TPI -2007(STD) •1(' 'Az PR�FFS+ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0� •, t Ug `s', OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAM NGI n ••IMPORTANT•• FDWNSH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. V "r TC LL 25.0 PSF sz5t�4t�tAve,Cornelinsoxm11383294PElil REF R7175- 22623 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of ncsl (Bulldl ngInst Component Safety Information, by TPI and'MCA) for safety practices prior DL 1 0.0 PSF DATE 08/30/17 n to Performing these functions. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom b chortl shall have a properly attached i C DL 7.0 PSF rl gl d cei I ng. Locati ons shown for permanent 1 ateral Beach nt of webs shat I have bract ng i notal ed per RC51 08/30/2017 DRW CAUSR7175 1724201-2— ... AI' �O` 1 sect'ons 83, ai or R10, as noted cable. Apply plates to each face o£truss and position as shown above and on O MIN ; heroanJoiDetails, unless noted othdi rwl Compo. Refer to drawings I not for standard plate any de ons BC LL 0.0 PSF CA-ENG BFR/RTT I AI pine, a al fa sl on of I TW I d I di og component Croup Inc. shat not be rosponsi m e for any dept au on from thi s OREGON drawl ng, any failure to bulltl the truss Ie conformance with ANSI/TPI 1, or£or handling, shl ppl ng, AN ITW COMPANY I notal I at on w bracl ng of trusses. 13 `Ztr o.14 tip TOT. LD. 42.0 PSF SEAN- 136287 A Seel on till a drawl ng or cover peps I I cling tile draw I nal ores acceptance of for priofng structure Is the `teen Tar�� OUR. FAC. 1. 15 FROM BB R351 Rovana Circle respond hl I I ty of the Boll dl ng Deal goer per ANSI/TPI 1 Set.2. Sacramento,CA 95828 For more i nformeti on see this Job's general notes page and these web sl tea: ALPI NE: www.al pi oel tw.cum: TPI:www.tpi not.org; w0CA: www.sbci ndustry.corn: ICC. www.I cosafe.org Renewal 6/30/2018 SPACI NG 24.0" J REF- 1 W3S7175Z 11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - E ) 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member I oad applied per IRC-12 section 301.5. design. 1 Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Ri ght end verti cal not exposed to wi nd pressure. for dead load is 1.50. 1. 5X4 III i 0 3-11-2 8 4. �JI +9-0-0 I 1. 5X4 III 2X4(A1) ---- L-1-6-0-w 5-1-42 ' 5-4-0 Over 2 Supports R=377 U=28 W=3.5" RL=75/-38 R=211 U=49 • Design Cri t: I RC2012/TPI -2007(STD) .C�, S EC?RROFF PLT TYP. Wave FT/RT=2°/D(0°/D)/4(0) 16.01. , O r EN `r', OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARN'NGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 22624 _ 825 N 4th Ave,Comelius OR 97113 "1 NpORTARTca FIRM'SH TNI S DRAM NG TO ALL Cpl fly, °RS I NCLUDI NG THE I ng ERS. �TC L L 25.0 PS F Trusses redul itio extreme BCS care In ngbCimpoing, Safel I ty I oriati on, Iys tPIl and and brfor s. Refer atoc and fpliow DL 1 0.0 PSF DATE 08/30/17 the latest edition of SCSI (eulltli ng Component Safety Information, by TPI and WTCA)for safety practi ces prl or A�' to performing these functions. Installers shall prowl de temporary bracing per BCS1. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I i ng. Coati ons shown£er permanent I ateral restraint of webs shat I have bract ng 1 nstal I ed per BCS' 08/30/2017 `C DL 7.0 PSF DRW CAUSR7175 17242009 ,4 �0�� sections 6D Detail or unl as applicable. Apply plates to each face of truss and position as shown above and on II I the mint Detan s, em eIT noted otherwise. Refer up drawl:moot e r standard plate poole ens. BC LL 0.0 PSF CA-ENG BFR/RTT I dAl rawl ng, a division o£ITN Building truss Components con Group Inc. shall not be responsible for any deviation from this OREGON tlrawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shl ppl ng, AN ITw COMPANY i nstal I ati on R bracl ng of trusses4. t'1/ t� TOT. LD. 42.0 PSF SEAN- 136284 A Seel an thl s owl el ng or the d ppa tinting thin arlwt I ndl cares of thin dr or prof�sal onal eggs naerl ngLY 14,20 reepgl0lnlnty of the for the aeaign shown. The TNltaelSoc.y.m Dae of this dr.Rirg for any Stt1,<tilre Is the Asa!!Tan t DUR. FAC. 1. 15 FROM BB 835I Rovana Circle respaul hi 11 ty or the Bill I dl ng Desi ger per MSI/TPI 1 Sec,2. Sacramento,CA 95828 For more i nformatl on see phi s j ob's general notes page and these web sl res: ALP'NE: www.al pi net tw.com; TPI: www.epi nst.erg; WTCA: www.sbci ndustry.com. ICC: www.i ccsafe.erg Renewal 613012018 SPACING 24.0" J REF- 1 W3S7175Z 11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HI LLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - F ) 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Ri ght end verti cal not exposed to wi nd pressure. for dead I oad i s 1.50. 1. 5X4 III 8 2-7-2 ■ ■J9-0-0 114111 1. 5X4 111 2X4(A1) L-1-6-0- I� 3-2-4 -2 K 3-4-0 Over 2 Supports IR=305 U=26 W=3.5" RL=53/-31 R=107 U=26 • El)PROpk. Desi gn Cri t: I RC2012/TPI -2007(STD) 49 %A PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. fa! o = r�VF� `rte• OR/-/1/-/-/R/- Scale . 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI*'READ AND FOLLOW ALL NOTES MI THIS gRA71NGl ar 83294PE TC LL 25.0 PSF REF R7175 22625 825 N 4th Ave,Comelius OR 97113 "I'PORTANT'' FURNI SH THIS DRAWING TO ALL CONTRACTORS I NCLWI NG THE I NSTALLERS. lil Trusses requl re extreme care In fabrl cats ng, handling, shipping, Instal I i ng and bract ng. Refer to and follow t the latest edition of BCS! (Building Component Safety Information, by TPI and ARCA) for Safety practices prior / DL 1 0.0 PSF DATE 08/30/17 to Performing these functions. Installers shall provide temporary bracing per RCS!. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiIing. Locations shown for permanent lateral restraint of webs=hall have bracing Installed per BCSI CDL 7.0 PSF DRW CAUSR7175 17242005 ,4 O)� ,TM se tl ons B3, BT or 810 as appl cab!e. Apply pl ate&to each face of truss and post ti on as shown above and on 08/30/2017 he IAI pi netails, unless noted tithe wise. Refer to drawings,aoA_z for standard plate ppsitions. BC LL 0.0 PSF CA-ENG BFR/RTT • ne, a di vl si on of I TV Bui I di,g Components Group Inc. shat I not be responsl bl a for any devi ati on from this OREGON drawing, any fel lure to but I the truss in conformance wl th ANSI/TPI 1, or for handling, shl ppl ng, AN ITW COMPANY installation X bracing of trusses. �{+ TOT. LD, 42.0 PSF SEAN- 136290 . A seal 00 this draw ng or cover page I I stl ng this drawl ng, I ndl sates acceptan0 of profess)anal engl neeri ng 4 LY 14,20 't respanslblllty solely for the design slave,. The sultablllty and use of this drawl ng for any structure Is the . FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bill ty of the Null ding Designer per ANSI RPI 1 Sec.2. S$eN Tao DUR Sacramento,CA 95828 For more Information see thi s;ob. general notes page and the web sues: SPACI NG 24.0" JREF- 1W3S7175Z11 ALPINE_ www. I pl mel tw. o, TPI: www.tpi nst. rg, 11RCA: .sbci ndustry. : ICC: I ccsafe.org Renewal 8!3012018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 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 IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead I oad i s 1.50. • 1. 5X4 III i 1 8 'J 1-3-2 �� phi +9-0-0 V 1. 5X4 III 2X4(A1) --- 1<-1-6-0—>l 1"1} -1-2-4 2 R=1 Rw=22 U=31 1-4-0i Over 2 Supports R=273 U=33 W=3.5" RL=31/-24 Desi gn Cri t: I RC2012/TPI —2007(STD) oto PROFS PLT TYP. Wave FT/RT=2%(06/6)/4(0) 16.01. 7.:.,40,J Ale._Cc-4, OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARNI NGI*•READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI ��y REF R7175- 22626 _ p 8 ( ) ••I IiORTANT• FIIRNI SH THIS DRAWING TO AL.CONTRACTORS INCLUDING THE INSTALLERS. 1. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 83294PE Trusses regulre extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and foil /.% DL 10.0 PSF DATE 08/30/17 the latest call LI on of BCSI (Bui l dl ng Component Safety Informate on, by TPI and WI-CA)for safety practl ces pre or to Performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwe se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached re ge ,4 L� IN s I the Joe nt Uetal ls, unless noted otherwise. Refer to drawings 1ections 83, BJ or B10 as applicable. Apply plates to each face of truss and position as shown above and on 08/30/2017 60A-Z for standard plate post ti ons. Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA—ENG BFR/RTT • drawing, any£allure to build the truss In conformance oil th ANSI/TPI 1, or for handl l ng, shipping, AN ITWCOMIA4NY Installation A bracing of tresses. t'L da C TOT. LD. 42.0 PSF SEAN— 136292 A seal on tm a draw ng or cover peg.I 1st!no ml s drawl no, I ndl oaten oral acceptance of profess'onenol nseri ng (j 14,20 ce responel bill ty sal el y for the des'gn shown. The sal tabs I I ty and use of the s drawl ng for any structure I s the s$�'�Tana DLR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond ? bi Il ty of the Bel I ding Designer per ANSI PI 1 Sec.2. Sacramento,CA 95828 For more i nformati on see thi s j obi s general notes page and these web si tee: ALPO NE: www.al pi nei tw.coin: TPI: www.tpi nut,org: WTCA: www.sbci ndustry.con, I CC: www.i ccsafe.org Renewal 6/30/2018 SPAC 1 NG 24.0" J RE F— 1 W3S7175Z 11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HI LLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - H ) Top chord 2x4 HF #2 120 mph wind, 18.50 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=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 1.50. 1. 5X4 III 1 A1-10-1 10 i III IN © 18-0-0 1. 5X4 III 2X4(B1) LE-1-6-0—>i R=21 Rw=31 U=21 �1-7-O-R2 1-8-1 Over 2 Supports R=276 U=33 W=5.5" RL=51/-37 IEp PROF Design Crit: I RC2012/TPI -2007(STD) rr,R FS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. t/,,,u� c' `ri. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 w'WARNI NGI H READ AND FOLLOW ALL NOTES ON THIS IDRAIN NCLUDING REF R7175- 22627 825 N 4th Ave,Cornelius OR 97113 "1IPORTANT'• FURNI SH THIS DRAIN NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ni TC LL 25.0 PSF Trusses reduiro extreme care in ng Component Safe ynI shipping, ng and;racing. etyeprrto ao and fp iOw /i DL 1 0.0 PSF DATE 08/30/17 the latest edition of extreme (Bel l di n Com t handl Informption, b TPI are and for less tines to Performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. ,41164, top chord shat I have properly attached structural sheathi ng and bottom chord shall have a properly attached BC DL 7.0 PSF DM CAUSR7175 17242010 rigid ceiling. Locate ons shown for permanent lateral estr t of webs shall have bracing installed per BCSI ,z1E1 L=1 N 1 sections B3, B7 or 010, as:applicable. Apply plates to each taco of truss and pest teen as shown above and on 08/30/20 17 the Joint Details, unless n ed otherwise. Refer[o drawings,60A-z fnr standard plate pnsltinns BC LL 0.0 PSF CA-ENG BFR/RTT I AI pi ne, a di vi si on of I TB Bui I di ng Components Group Inc. shat I not be responsi bl a for any devi ati on from the s OREGON drawing, any failure to build the truss In conformance with ANSI/701 1, or for handling, shipping, '23 t TOT. LD. 42.0 PSF SEON- 136311 ng AN RV/RV/COMPANY I nstal I ate on s brace ng of trusses. .p A seal on thl s drawl Cap or cover page I I stlnsthis drawl Cap I ndl Cates acceptanceof professl onsl engl or!ng (# 14,20V_ respoI Pi I I ty sol el y for the desl on shown. The sul tabl I I M ty and use of this drawl ng for any structure I s the G0$e 1t Tan e' OUR. FAC. 1. 15 FROM BB 8351 ROvand Circle rosponsi ill I I my of the But I di rag D051 goer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more Information see chis job.s general notes page and these web site: SPACI NG 24.0" JREF- 1W3S7175Z11 ALPI NE: www.a1 pi mel tw.cum; TPI: www.tai Cast.ore; wTCA: www.sbcl ndustry.con; ICC: www.c ccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HI LLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - R1 ) Top chord 2x4 HF #2 120 mph wind, 18.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Wind loads and reactions based on MWFRS. DL=0.6 psf. Hipjack supports 1-8-4 setback jacks with no webs. Deflection meets L/180 live and L/120 total load. Creep increase factor for dead load is 1.50. Shim all supports to solid bearing. R=-77 Rw=9 1. 5X4(R) \\\ _fr____ �i `� 19-5-11 0-8-2 1 , ' —1-- 1-9-3 7.07 1— 4 3X3 ' 3X5 2-1-7—1 2-4-10 Over 2 Supports R=241 U=32 W=7.778" ePROF Design Cri t: I RC2012/TPI -2007(STD) lr FS PLT TYP. Wave FT/RT=2%D(0%D)/4(0) 16.01. !Ac t vAde `r/a OR/-/1/-/-/R/- Scale =. 5"/Ft. • Truss Components of Oregon (503)357-2118 ."WARM NGI••READ AND FOLLOR ALL NOTES ON THIS DRAIN RGI �/ REF R717 5 22628 825 N 4th Ave,Cornelius OR 97113 ••I NpORTANT•• FIRiNI sH TINS DRAWING TO ALL CONTRACTORS INDIUM NG THE INSTALLERS. TC LL 25.0 PSF Trusses regul re a treme care In fabrl cats ng, handl ing, shipping, Instal l ing and bracing. Refer to and follow _ -- • the errore eq then of BCSI (Bulding hersComponentshall provide temporary bracing per BCSI. gni ess noted otherwise, top cd cci steal have properly attached structural ral reing and bottom chord steal I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17242014 ri gitl cel ling. Locations shown For permanent lateral restraint of webs sM1all have bracing installed per BCSI • A IL=4O sectl ons B3, B7 or 010, as applicable. Apply plates to each face uF trusst000 post ti on as sheen above and un 08/310/2017 he Julnt Retail . uor i noted othe wise. Refer tp drawings,6BA-z f¢r=antlard plat¢ppatlpn� BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a dl vision of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawl ng, any faiIure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY i nstal l ati on s bracing of trusses. /3 t'L ods C TOT. LD. 42.0 PSF SEQN- 136309 A seal on th1 s drawl no or rover page I I sti no this drawl no, I ndl utas acceptance of professi anal enol neerI no 4 LY 14,2 t0 reepensi hnity solely for the design shown. The eel tebI II ty and use of this drawing for any structure is the S$e! Tai,, OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bl II ty of the Rol I di no Designer per ANSI RPI 1 See.2. Sacramento,CA 95828 For more information see this robs general notes page and these web si ten: LOADI NG SEE ABOVE JREF- 1W3S7175Z11 ALPI NE: www.al pi mei to.corn; TPI; wwiv,tpi nst.org; WTCA; wvay.sbci ndustry.coal; ICC; awe.i ccsafe.org Renewal 6/30/2013 Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Cr: 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Cr: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 "L' Brace A (1) 2x4 "L" Brace A (2) 2x4 'L' Brace AA (1) 2x6 'L' Brace A (2) 2x6 'L' Brace AA 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: S Spruce-Pine-Fir Hem-Fir — #1 / #2 4' 7' - 7' 10° 8' 1" 9' 3" 9' 7" 11' 0" 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #2 Stud SPF #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 O u r _ Stud 4' 4' 7' 2" 7' 7` 9' 1' 9' 5" 10' 10" 11' 4" 14' 0' 14' 0" 14' 0' 14' 0' HF 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 PinexrwA QJ #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" Stud Stud 8' 1' 9' 3" 9' 7" 11' 0" 11' 5' 14' 0' 14' 0" 14' 0' 14' 0' Standard Standard DFL #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 Stud 4' 6' 6' 6" 6' 11" 8' 7° 9' 2" 10' 11" 11' 4' 13' 6' 14' 0" 14' 0" 14' 0' d 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. Ur #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 _ Sr #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 L U Stud 5' 0' 8' 9" 9' 2' 10' 5° 10' 10' 12' 5' 12' 11' 14' 0" 14' 0" 14' 0" 14' 0' #1 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 Pinebob \ #1 5' 6" 9' 1" 9' 5' 10' 8" 11' 1" 12' 8' 13' 2° 14' 0" 14' 0" 14' 0" 14' 0' #1 #1 / S P #2 5' 3" 8' il" 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 ORB (Stress-Rated Board). DStud 5' 0" 7' 11" 8' 5" 10' 6" 10' 11" 12' 6" 13' 0' 14' 0" 14' 0" 14' 0' 14' 0' Cu �-I P L - xxa«Eor Ix4 So. Pine use only Industrial 55 or Standard 5' 0" 7' 0" 7' 5' 9' 4' 10' 0" 12' 5" 12' 11" 14' 0" 14' 0" 14' 0" 14' 0" Industrial 45 Stress-Rated Boards. Group B d S P #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. #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: J U — PStud 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 plf over • X #1 6' 0' 10' 0' 10' 4" 11' 9' 12' 2" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" continuous bearing (5 psf TC Dead Load). 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. 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" Sym"' rAttach 'L' braces with 106 (0128'x3.0' min) nails, / About j' 11 able Truss 11 " I © A( For (1) "L' brace. space nails at 2" o.c. �;i. F 18' end zones and p e between zones. Diagonal brace option � :IE XEFor (2) 'L' braces- space nails at 3' o.c. in 18' end zones and 6' ac between zones. vertical length may be T doubled when diagonal 18" x 1 0 "L" bracing must be n minimum of 80% of web brace is used. Connect L V� 0 member length. diagonal brace for 385# at each end. Max web Brace `P Gable Vertical Plate Sizes total length is 14'. 31(31( ,r Vertical Length No Splice 204 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal11 Greater than 4' 0', but 2X4 Vertical length shown brace) single 18° i less than 11' 6' in table above. or double cut +Q 0 Greater than 11' 6' 3X III 45' Cns shown) nt L i 0 + Refer to common truss design for upper end. ���������ENr n ---- peak, splice, and heel plates. Q / it ontlnuous cj.�I P`� ' i Refer to the Building Designer for conditions Connect diagonal at PP___ �Q midpoint of vertical web, Refer to chart above f c r ia. °' ,. not addressed by thisrdetail. ..WARNINGIRO READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REF ASCE7-10-GAB12030 •..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 1L Trusses require extreme care in fabricating,handling, shipping,Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA) for safety DATE 10/01/14 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 DR WG A12030 EN C 101014 - shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ALL] 0=F� n r shall have bracing installed per BCSI sections B3,B7 or Bet,as applicable. Apply plates to each face 0g�30�201] / i Nr- f truss and position as shown above and on the Joint Details,unless noted otherwise, OREGON Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from q /�w AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1, or for handling,shipping, ��• 117 u� �//��`, I,� ., TUT, EDS 60 PSF installation&bracing of trusses. 4/ �'14r �I A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional ��ww _ engginee ist restore ibiilityesfor e design shown. The suitability and use of this drawing *V e"Tao 4. 13389 Lakefront Drivefor responsibilityis of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 For e wm re information see this job's general notes page and these webs sitei�. ALPINE. w w.alpineitvcoml TPIwww.tpinst.orgl SBCA.w w.sbcindustry.orgl ICG www.iccsafe.org Renewal 813W2018 I i `. SPACING 24,0" Gable ietai� For Let—in Verticals Gable Truss Plate Sizes ym. f' O Refer to appropriate Alpine gable detail for About minimum plate sizes for vertical studs. 11Na, .., QRef er to Engineered truss design for peak, splice, web, and heel plates, O ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gangtble O p 2X4 p p G „,„,, _ © © vLeerticalhItri Exam le. di Ltp i 2X4 ' 2X8 ,,,,,, . "T" Reinforcement Attachment Detail "T' Reinforcing 'T' Reinforcing Member Member i O Toe-Hall - Dr - End-nail O O To convert from °L" to "T° reinforcing members, multiply "T" increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each "T' reinforcing member with End Driven Nails: Maximum allowable "T" reinforced gable vertical 10d Common (0.148"x 3.",min) Nails at 4" o.c. plus length is 14' from top to bottom chord, (4) nails in the top and bottom chords. "T' reinforcing member material must match size, Rigid Sheathing Toenailed Nails: specie, and grade of the "L' reinforcing member, 1Od Common (0.148'x3',min) Toenails at 4" o,c. plus Web Length Increase w/ wT„ Brace 14 Nails �� A (4) toenails in the top and bottom chords. g I 'T" Reinf. °T" ,T, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load 2x4 30 % Member ASCE 7-05 Gable Detail Drawings Example: 2x6 20 413015051014, A12015051014, 411015051014, 410015051014, 414015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, 411030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = IAO Gable Nails Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"o.c, SP #3 Truss 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T" Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7" A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum "T" Reinforced Gable Vertical Length 1.30 x 8' 7" = 11' 2" See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 4 Nails � '� = � Ceiling �T,etti. wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI REF LET-IN VERT wwIMPORTANTww 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 .%- followathe Latest eperf mi BCSI (Building Component Safety llInformation, a TPI and SraCn) for safety practices prior to performing these functions, Installers provide temporary bracing per BCSI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char DRWG GBLLETIN1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /' 1 D-F� fl shall hove bracing Installed per BCSI sections B3, J or BIO, ns applicable. Apply plates to each face 08/30/2017 / i ILII \ of truss and position as shown above and on the Joint Details, unless noted otherwise. ^p Refer to drawings 160A-Z for standard plate positions. 08 p/p,ON AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation fro, VV,JV this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, /_N. `ZLY14,�°� �� MAX. TOT. LD. 60 PSF installation 6 bracing of trusse (e A seal on this drawing a cover page listing this drawing,indicates acceptance f professional engineering responsibility solely for the design shown. The suitability and use of this drawing IS.8e w eII Tai '. ';`,l-R, FAC, ANY 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec2. Earth City,MO 63045 Form re information see this Job's general nates page and these web sites, Renewal 6/3012018 MAX, SPACING 24,0° ALPINES www.alpineltw.comi TPD www.tpinst�orgi SBCAi w bclndustry.orci ICC. w wlccso.fe.org ASCE 7-10: 120 mph, 30' Mean Height, Closeo, Exoosure C Common Residential Goole End Wind Bracing Requirements - Stif eners 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 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top Continuous roof' sheathing Bot 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, `,K 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, I X i /t lb 2X4 Blocking nailed to 1110 411111110 45° sheathing and 24' Max each truss cTyp' � iba,,,_ ,W1 -••••1 ~1 H ®_®-®_®-®_ill® 2X4 DE-L #2 H/2 or better ill 6) diagonal brace Attach each end XI jillillikliliblh, for 560# i x f psigni ■�■om■ � � .-■ Bearing ggi . ■ ■ ■ ontinuous.. — 2x6 #2 Stiffback attached to each ��FtEDPROFss Stud w/ (4) 10d box or gun (0,123" X 3", min.) nails, ///�yy`���j �0 .wWURNISHiww READ AND ALL NOTES ON THIS DING I REF GE WHALER wwIMPORTANTias FURNISH THIS DRAWING TO ALL CONTRACTORS SUDRA THE INSTALLERS. Trusses require extreme care n fabricating,handling, shipping,installing and bracing. Refer to and Follow the latest edition of SCSI (Building Component Safety Information,by TPI and SUCH) for safety DATE 10/01/14 practices prior to performing these Functions. Installers shall provide temporary bracing per SCSI. Unless havpted otherwise, top chord shall have properly attached structural sheathing anA bottom chord a properly attached rigid ceiling DRWG GABRST101014 Locations shown for permanent lateral restraint of webs 08/30/2017 11 ADR /-i�II 9-i Ill shall have bracing installed per HCSI sections B3, B7 or B10,as applicable. Apply plates to each face / I\\�� of truss and position as shown above and on the Joint Details, unless noted otherwise. OREGON r" L u Refer to drawings 160A-Z For standard plate positions. w,• �(. Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY this drawing, y failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, S' 1'14,1 r..:. installation a any of trusse $$ da TOT. LD. 60 PSF A seal an this drawing orcover page listing this drawing,indicates acceptance of professional e!1 Tan ev cce for responsibility15 solely for the design shown.in The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec2. Renewal 613012018 ----- 13389 Lakefront Drive For more Information see this job's l notes and these web sites Earth City,MO 63045 ALPIND wwwal ineltw,comi TPI ewww.tpint.or , SHCA. www.sbclpndgustr MAX, SPACING p g y.orgl ICC www.lccsafe�arg • CSR Reir � orcing ve -nbe /- SL, bsLitL, L, ion T-Reinf oncement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf, is specified on a truss design but an alternative web L• _—Reinforcement: or reinforcement method is desired, L-Reinf. ,� ` Apply to either side of web narrow face, ,, Attach with 10d (0,128"x3,0",min) nails , at 6' o,c, Reinforcing member is , Notes a minimum 80% of web , member length. ,, This detail is only applicable For changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative, MI , For minimum alternative reinforcement, re-run design with appropriate X reinforcement type. T-Reinf, L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement' Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, MI Attach with 10d (0.128"x3 0",min) nails 2x6 1 row 2x4 1-2x6 at 6' o,c Reinforcing member is a 2x6 2 rows 2x6 2-2x40IE) minimum 80Z 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, I (X) Center scab on wide face of web. Apply (1) scab to eachN. face of web. NMI 49.:;MITTPIZ11% wwWURNISH READ AND TO ALL NOTES ONS THIS DRAWING' ( LL PSF REF CLR Subst,wwIMPORTANTww FURNISH THIS DRAWING TD ALL LLNNTESON THISUDIA TME INSTALLERS. Trusses require extreme care In fabricating,handling, shipping, Installing and bracing. Refer to and arAMiliiila DL PSF DATE 10/01/14 fallow the latest edition mi SCSI (Building Component Safety Information, a TPI and SBCA) for safety practices pylar to performing these functions. Installers shall provide temporary bracing per BCS I. Unless noted otherwise, tap chord shall have properly attached structural sheathing and bottom char DL PSF DRWG BRCLBSUB1O14 shall have a properly attached ,gid ceil lag. Locations shown for permanent interni restraint of webs g[1__11 I i -[NF g shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each ince 08/30/2017 of truss and position all shaven above and on the Joint BIC, s,unless Hated otherwise. LL PSF Refer to drawings 1606-Z for standard plate posl{Ions. Op/aR FlSl1N Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation fro-, O/�3V/'�"��' /� T r1T, LD, PSF AN ITW COMPANY this drawing, any failure to build the truss M conformance with ANSI/TPI 1,or for handling, shipping, ` ,n tanatian a braang of trusse `�q SLY 14,20� Qj A seal an this drawing orcover page listing this drawing,indicates acceptance of professional V w engineering r any responsibility tesresyfor onslbiliteof the Building Desi suitability end use of this drawing ea Tao ' D.JR, FAC' 13389 Lakefront Drive any s responsibility g gner per ANSI/TPI I Sect. -.-.. Earth City,MO 63045 For more information see this job's general notes page and these web sites Renewal 6130/2018 -"-'AC 1 N G ALPINE, wwwalpMeitwcoml TPI www,toMst.orgl SBCA, www.sbcindustry.orgl ICC, www.lccsafe.org Gable Stud Rein- orcement Detail ASCE 7-10i 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 = 100 Cr: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace A (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L" Brace 0 (2) 2x6 'L' Brace 50 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 Al S • Spruce-Pine-Fir Hem-Fir #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' #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 s O H r Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5° 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' r 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 Pinewam #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 S P #2Stud Stud 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard d- #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 F Ld 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 _ S #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 & Btr S_ U _P Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 QJ _ 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 Pine000 \ #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'CU 1x4 Braces shall be SRH (Stress-Rated Board). DFL Stud 5' 5" 8' 6' 9' 1" 11' 0" 11' 5" 13' 1" 13' 8' 14' 0" 14' 0' 14' 0' 14' 0" r--I xxxFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B O #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. SP F #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: W U _L 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, _ 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 S P #2 6' 1' 10' 4' 10' 8° 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' 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. (—+ D rr 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' About'I'L' Symm ii((�'' Attach 'L' braces with l0d (0,128'x3.0' min) nails. I able Truss I I I © X For (1) 'L' brace: space nails at 2' o.c. �,f F 18' end zones and 4' o.c. between zones. Diagonal brace option: _� >E YEFor (2) 'L' braces space nails at 3' o.c. r n 18' end zones and 6' a.c between zones. vertical length may be T doubled when diagonal 18" x 2 0 'L' bracing must be a minimum of 80% of web brace Is used. Connect 444104•40, 0 member length. diagonal brace for 335# "L" Gable Vertical Plate Sizes at each end. Max web Brace ,� total length is 14'. III ���- I Less Verticaltha4 Length 1X4 Splice 2X3 2x4 DF-L #2 or No better diagonal — Greater than 4' 0', but 2X4 less than 11' 6' Vertical length shown brace; single 18° or double cut XE +� [ Greater than 11' 6' 3X in table above. ' --- + Refer to common truss des g for 45° Cas shown) at L_ _L Q • upper end. r [1 peak, spl ce, and heel plates ontinuous _ w� ��V Pi A O !�. Refer to the Building Designer for conditions Connect diagonal at Aee ' C04, midpoint of vertical web, Refer to chart above fui ,o' V[y- not addressed by this detail. xxVURNISHIx:READ AND TO ALL NOTES ON THIS DRAWING! 7,M00:1111111111:111iiiiiMi REE ASCE7-10-GAB12015 wwIMPORTANTww FURNISH THIS DRA ND L ALL LLNNTESON IHISUDRA THE INSTALLERS. Trusses r quire extreme c r in fabricating,handling, shipping,Installing and bracing. Refer to and /1DATE 10/01/14 prct the latestr ep rf mi gCSI (Building Component Sleety all povide. TPI ryd rBcA)for safety Y practices aitr to performing these functions. Installers Information, providemn yTPItemporary bracing per ape Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG A12015ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ,[j 0_ILlll�\\V\.II(� n shall have bracing installed per SCSI sections B3,B7 or B10,as applicable. Apply plates to each face 08/30/2017of truss and position asshown above and an the Joint Details,unless noted otherwise. Refer to drawings 160A-2 ar standard plate postons OREGON TW COMPANY n Alpine,a division of ITV Building ComponentsGroup Inc shall not be re ponsible for any deviation from AN the drawng,any falure to bind the truss conformance with ANSI/TPI 1,or for handling,shippin ' `:t 0/17 m tallaton&bracng of trusses 9' G ' CY14,2"� _ TOT LD. 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing Q for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Gall Tao• 13369 Lakefront Drive For more information see this job's general notes page and these web sites Earth City,M063046 ALPINE: www al Ineitw.coml TPl�eww t Inst,or I SHCA: www.sbclntlustr �'`ill�,`., SPACING 24.0" p w.p g y.orgi ICC: www,iccsafe.org Renewal 8/30/2018