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Plans (431) yvk, 2017- oO 2-ci3 Alpine, an ITW Company i bq 7i a Lv AAN4 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W2N7175Z2120134953 P *\,\\ Ct. Truss Fabricator: Truss Conponents of Oregon Job Identification: 0717131--PARR LUMBER-NILLSBORO -Bindwood Spruce plan lot -- VERIFY TIGARD, OR Model Code: IBC Truss Criteria: IBC2015/TPI-2014(STD) _nED PROert- Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, SS Truss Design Loads: RRoof -1 ofr - 42APSF 0 1.15 Duration �.� �,G I N E . /A l(( 83294PE a Bind - 120 BPH (ASCE 7-10-Closed) Notes: 1. Deternination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of 10 `L�yte 204record, as defined in ANSI/TPI 1. Sell Tao 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 ttiv Details: 12030EC1-GBLLETIN-GABRSTIO-BRCLBSUB-CNBRGBLK-12015EC1- 07/20/261 Subnitted by RTT 13:48:12 07-20-2017 Reviewer: PBC $ $ # Ref Description Drawing# Date 1 90335--AGE 17201078 07/20/17 2 90336--A 17201079 07/20/17 3 90337--A1 17201080 07/20/17 4 90338--A2 17201081 07/20/17 5 90339--A2GE 17201096 07/20/17 6 90340--BGE 17201082 07/20/17 7 90341--B 17201083 07/20/17 8 90342--CGE 17201084 07/20/17 9 90343--CG 17201085 07/20/17 10 90344--DGE 17201086 07/20/17 11 90345--D1 17201087 07/20/17 12 90346--D 17201088 07/20/17 13 90347--EGE 17201089 07/20/17 14 90348--E 17201090 07/20/17 15 90349--E1 17201091 07/20/17 16 90350--FGE 17201092 07/20/17 17 90351--F 17201093 07/20/17 18 90352--GGE 17201094 07/20/17 19 90353--GG 17201095 07/20/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - AGE) Top chord 2x4 HF #2 :T1 2x4 DF-L 2400f-2.OE: 120 mph wind, 23.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 :B2 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x3 HF #2 DL=0.6 psf. :M12, M13, M14, M15, M16, M17, M18 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design. bracing requirements. Proide or Bottom chord checked for 10.00 psf non-concurrent bottom chord live load engineerloferal record. 2X3windacinstudsprequirer ITCreiVnforcementindgatetai70%hs of theer applied per IBC-15 section 1607. length tabulated for 2X4 studs of the same grade. Trusses designed to support 1-0-0 top chord outlookers. Cladding (a) #3 or better scab reinforcement. Same size & 80% length of web load shall not exceed 5.00 PSF. Top chord may be notched member. Attach with 10d Box or Gun nails (0.128"x3",min.) a 6" OC. 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Deflection meets L/360 live and L/240 total load. Creep increase Do not notch in overhang or heel panel. factor for dead load is 2.00. 5X7 , , 6 3X7 ? - 3X7 M4h 5 .16 O T1 M a M3) �a) ,a) a7 10-10-3 6 r ) %a % ?a a) 444 //�////// /// //i//�/ r 18-0-0 3X5(A1) - 3X7= B2 3X7= 3X5(A1) '`-4-111< 14-0-0 >1< 14-0-0 �< 14-0-0 >tsy 21-0-0 I 21-0-0 r 42-0-0 Over 3 Supports R=124 PLF U=22 PLF W=14-0-0 R=118 PLF U=21 PLF W=14-0-0 RL=16/-16 PLF R=145 PLF U=14 PLF W=14-0-0 Note: All Plates Are 1 .5X4 Except As Shown, Design Crit: IBC2015/TPI-2014(STD) E©PRop PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'! g�. .. 4 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 ''WARNING!ea READ AID FOUR!ALL Eons ON THIS DIMING! (J� rs *ex.. �Z TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLINING THE INSTALLERS. ,'• s32s�Pe�� 9 REF R7175- 90335 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow wj6, the latest edition of Best (Building Component Safety Information, by TPI and wrCA) for safety practices prior .L DL 10.0 PSF DATE 07/20/17 t. to performing these functions. Installers shall providestemporary bracing per SCSI. Unless noted otherwise. - — Al&PCop chord shall have properly attached structural sheathing and bottom chore shall have a properly attached BC DL rigid telling. Locations drown for permanent lateral restraint of webs shall have bracing Installed per BC 7.0 PSF DRW CAUSR7175 17201078 "eV O`� sections B3, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 07/20/ 0 17 L J 1 iM1e JOInt Details, unless wtatl otM1a wise. Refer to drawl gs 160A-Z for staMertl plate poaltlana. 2 BC LL I AIPIne, a elvlsion of ITw SodIding Components Group Inc. shall net Da responsible Tar any tleviatlon from this OREGON 0.0 PSF CA-ENG PBC/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMP NY Installation A bracing of crushes. y.- = TOT.LD. 42.0 PSF SEQN- 126397 A owl on this drawing or*ever page I lining this drwwing, Indians..eepw twnee of prof lwn.l engineering I_ .0LP 14,201° e. responsibility solely for the design show. The suitability end use of this droving for any structure Is the Ystg " DUR.FAC. 1.1 5 FROM BB 8351 Rovaga Circle rwm pelbl l lty of the Building Designer per ANSI/TPI 1 S.o.2. el,Tat'. at Sacramento,CA 95828 For more information sea this Jab's general notes page end these web sites: SPACING 24.011 ALPINE:www.alpineite.com; TPI: wa ,tpinst.org; STCA: www,sbclndustry.cwwww.locsafe.org ICC: w .lecsafe.org J REF- 1 W2N7 1 7522 1 w Renewal 1930/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - A) Top chord 2x4 HF #2 120 mph wind, 23.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 :62 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind 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 MWFRS with additional C&C member design. 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. 5X7 T 3X5l% 3X5 3X7 3X7 1.5X4 Q� 1.5X4 „t000•00•06o#3 6 10-10-3 \/ W1 \ W7 / 4-18-0-0 1 3X5- 4X8= 624X8= 3X7= 3X5- `` 3X10(63) -m. 5X5(A2) 2-4-11 1-6-0 7-4-5 6-9-13 6-9-13 6-9-13 6-9-13 7-4-5 10-9-4 10-2-12 10-2-12 10-9-4 L 21-0-0 ,I, 21-0-0 J [< 42-0-0 Over 2 Supports R=2001 U=365 W=5.5" R=1925 U=352 W=5.5" RL=202/-205 Design Crit: IBC2015/TPI-2014(STD) fEUPROA- It PLT TYP. Wave FT/RT=296(096)/4(0) 16.01.►w _ S� tEN A. OR/—/1/—/—/R/— Scale =.125"/Ft._ TrussComponentsN 4th Ave, of Oregon (503)357-1118 ••WAItFURNI••'THIS AID Foca ALL NOTES RA TO THIS INCLUDING GgI G ((� �TC LL 25.0 PSF REF R7175— 90336 - 825 N 4th Ave,Cornelius OR 97113 "Iwacnwr" FURNISH Txls BIwIIK TO ALL CONTRACTORS IxawllhB 711E INSTALLERS. 83284PE Trusses require extreme care in fabricating, handling, shipping, installing end bracing. Refer co and follow the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior ,/ DL 10.0 PSF DATE 07/20/17 rm to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid caning. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI Q7/20/2017 eC DL 7.0 PSF DRW CAUSR7175 17201079 All �� sections B3, B7 or Rio, as applicable. Apply plates to each face of truss and position as shown above and on IIthe J.."-Basila, anlaaa"Diad otherwise. Rater to drawings 1BgA_Z far atontlard plata pnsitians. BC LL 0.0 PSF CA—ENG PBC/RTT I Alpine, a any tai ion ar lBundi tem aspens any deviation frammm this OREGON 1 nt ponecon Group Inc, shall rmot he r than for drawing, failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. A awl en this drawing or men.r peg.listing this drawing, indicates.a.ptwae of prof salanmi engineering /43,14,210 t0 TOT.LD. 42.0 PSF SEQN— 126393 r.mpon.lblllty solely for the d..lgn.heel. Thr suitability end um of this drawing for any structure I.the •sell Tan• 8351 Rocapp Circle responsibility of the Building Designer per Nel.1TPl +sw.:. DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For.ore information,see this job's general notes page and these web sites: JREF— 1W2N7175Z21 ALPINE:www,alpineitw.coe: TPI:ww.tpinst.org; NfCA:www.sbeindustry.com: ICC: www.leesafe.org Renewal 8/30/2018 SPACING 24.011 (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 23.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: :B3 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind 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 MWFRS with additional C&C member design. 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. 5X7 gh 7- 3X50 3X5i 3X5 3X5! 3X7 1.5X40 �' X4 1.SD ..,0000000000000:0;40.000.••••000. r (a) (a) _i s 10-10-3 W1 W7 I Y Frl 4X8(83) = 3X7=— B2 W m Y ` \ 18-0-0 3X5= 4X8= 3X7= 3X5= B3 3X10(83) 1-6-0 L 7-4-5 10-9-4 -I- 6-9f 13 'I`10-2-12 9-13 6-9-1310-2-12-1- 6-91 13 _I_ 10-9-47-4-5 I— 21-0-0 ,I, 21-0-0 J f 42-0-0 Over 2 Supports I R=1810 U=336 R=1932 U=357 W=5.5" RL=187/-181 Design Crit: IBC2015/TPI-2014(STD) 0 PROFvet PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .#4 e 4del EF S/ OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!'' READ MD FOLLOW ALL NOTES ON THIS DRAWING! C? 825 N 4th Ave,Cornelius OR 97113 reIMABRTANrr FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. 83294n 9 TC LL 25.0 PSF REF R7175— 90337 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 4 the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior % DL 10.0 PSF DATE 07/20/17 n to performing these functions. Installers shall provide temporary bracing per 8051. Unless noted otherwise, top chord shall have properly attached stn tural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI DRW CAUSR7175 17201080 ,4 O�� sections 83. B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 07/20/2017 L the paint Datalls, unless nates athe.wisa. RaPsr to Irewhgs 1COA_Z sca.wartl place positions. OREGON BC LL 0.0 PSF CA—ENG PBC/RTT ! Alpine, a divls ion oP ITR Bu{Itl Ing Comporronts Group Inc. shall me be responsible for any devlacion from ibis 1 drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling. shipping, AN ITW COMR4NY installation$bracing of trusses. IlLY a TOT.LD. 42.0 PSF SEAN— 126399 A wool en this drawing er dove,paps listing this drawing. Indicates sbeeptanee of professional engineering LY 14,RO �� 8351 Royale Circle responsibility solely for the design Chuan. The suitability end use of this drawing for any structure Is the e,, Tana. DUR.FAC. 1 .15 FROM BB responsibility of the building DYlgner per ANSI/191 1 G.e.2. Sacramento,CA 95828 For more information sea this Jobs general notes page and these web sites: SPACING 24.0" JREF— 1W2N7175Z21 ALPINE:www.alpineltw.com: TPI: www.cpinst.org; MCA: www.sbclndustry,com: ICC: wisCiccsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - A2) • Top chord 2x4 HF #2 120 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind 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 MWFRS with additional C&C member design. 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. 5X7 :h T 3X5*- 3X5- 3X5 3X55 a 1.5X4 y ,� 1.5)4 (a) 10-10-3 s � (a) —, s W1 7 'e lir Lai 18-0-0 4X8(83) = 3X5= 3X7= B2 4X8- 3X7- 3X5= 4X8(B3) 7-4-5 6-9-13 6-9-13 6-9-13 6-9-13 7-4-5 10-9-4 10-2-12 10-2-12 10-9-4 L 21-0-0 i 21-0-0 J 1 42-0-0 Over 2 Supports >1 R=1814 U=342 R=1814 U=342 RL=171/-171 Design Crit: I BC2015/TPI-2014(STD) �,'EtiEO PRo#z PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'TO 1;104 F '1) OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-5118 ee"IMPORTANT".�ARNINGeae READ AND FOLLOW ALL NOTES ON THIS DRAWING! (6. �AQ y TC LL 25.0 PSF REF 87175— 90338 _ 825 N 4th Ave,Cornelius OR 97113 PORTANTFURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING TIE INSTALLERS, 4/ 83294PE Trusses require extreme c re In fabricating, handling, shipping, Installing and bracing. Refer to and followit DATE 07/20/1 7 the latest edition of BCSI (Building component Safety Information, by TPI and WTCA) for safety practices prior � DL 10.0 PSF 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 attaches ^l BC DL 7.0 PSF DRW CAUSR7175 17201081 rigid cel I Ing. Locations shown for permanent lateral restraint t of maba shall have bracing installed per SCSI O/IZO/ZO17 Ail L��� 1 sections B3. B7 or 810, as applicable. Apply plates to each face of trussand position as shown above and on III too)Clot Dotalla, aeleaa noted otherwise. Refer tp drawinga1a°A_Z fertandard plate poaltiena, BC LL 0.0 PSF CA-ENG PBC/RTT 1 r wing, a ylf i lur of Ibu Bdi the truss in s orman Inc. ah all not b1 rorpforlhas for ons tlppinglen Prw this OREGON tlnstaII, any failure to Cru truss in conformanw with ANSI/TPI /, or for hantlling, shipping, AN ITW COMPANY Installation b bracing of tresses. TOT.LD. 42.0 PSF SEQN- 126401 A Neal on this drwlnp or ewer pegs listing this drawing, Indicates seeept nea or profeasla.l engineering 4 �LY 14,20� 0 responsibility solely for the design ellpai. The suitability end use of this drawing for any structure I.w s8e�1,Tar a OUR.FAC. 1 .15 FROM BB 8351 Rovaaa Circle responsibility or the Building Designer per ANSI/TPI 1 sae.2. Sacramento,CA 95828 For more information see this job's general notes peg.and these web sites: SPACING 24.0" JREF- 1W2N7175Z21 ALPINE: www.alpineitw,cw; TPI: www.tpinst.org; NTCA:www.sbcindustry.cw; ICC:eww.lecsafe.org Renewal 8/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - A2GE) Top chord 2x4 HF #2 120 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x3 HF #2 DL=0.6 psf. :M12, M13, M14, M15, M16, M17, M18 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT Provide lateral wind bracing per ITWBCG wind bracing details or per OVERCUT. No knots or other lumber defects allowed within 12" of notches. engineer of record. 2X3 studs require reinforcement at 70% of the Do not notch in overhang or heel panel. length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) #3 or better scab reinforcement. Same size & 80% length of web bracing requirements. member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. 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. 5X7 .� T 3X57, i 444444.44, 3X55 6 r M12Via)la) a) a) �Aa7)A18% 6 10-10-3 1 J ///////////////////////////7//////77/////////////////////sV//////////////////////////1///////////////////////////////////////////// 18-0-0 3X5(A1) = 3X7= 3X7= 3X5(A1) Lc 14-0-0 ›< 14-0-0 14-0-0 >I I— 21-0-0 ,I— 21-0-0 J 1< 42-0-0 Over 3 Supports d R=109 PLF U=20 PLF W=14-0-0 R=109 PLF U=20 PLF W=14-0-0 RL=14/-14 PLF R=144 PLF U=14 PLF W=14-0-0 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: I BC2015/TPI-2014(STD) �,¢EU�R�Flc b ' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►<<<� t ;� s,„ OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!"s• Rear AND Fain OWNING' NOTES ON THIS LNIN6I TC LL 25.0 REF R7175— 90339 0 PSF 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAPING To ALL cogrNACTgAs INCLUDING THE INSTALLERS. 83294PE Trusses rewire venue care in fabricating, handling, shipping, Installing and bracing. Refer to and follow �,,. DL 10.0 PSF DATE 07/20/17 the latest edition of SCSI (Building ng ComComponent 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 at tached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17201096 rigid telling. Locations shown for permanent lateral restrain of webs shall have bracing Installed per.CSI 07/20/20 17 1 sections 63. B7 or B10, as applicable. Apply plates to each face of true and position as shown above and o L L A P PUN : []N I I . the '-t.stella, unless notes otherwise. Rafar to drawvga 16GA-z for standard plate posluons. n BC LL 0.0 PSF CA—ENG PBC/RTT /�_� 11 ' V Alpine, a tllvlalor of ITN Builtll g truss necon Group Inc. shall not be responsible for any tlppiation frau this OREGON drawing, any failure to build the in conformance with ANSI/TPI 1, or for handling, shipping, AN ITN/COMPANY installation&bracing of trusties. "At TOT.LD. 42.0 PSF SEQN— 126405 A.vol en this droning w cover pegs listing this drawing. Ildle tes acceptance of professional engineering 4 LY 14,204:f° .Q/ responsibility solely for the design eha.n. The suitability end nale of this drawing for any structs.e is the 'S5. Taos DUR.FAC. 1.15 FROM BB 8351 Rocas&Circle responsibility or the Building Designer per ANSI/TPI 1 see.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF— 1W2N7175Z21 ALPINE: amr.alpineite,com: TPI: ewe.tpinst.org; WTCA:www.sbcindusiry.com; ICC: em.iccsafe.org Renewal 6130/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - BGE) Top chord 2x4 HF #2 120 mph wind, 20.48 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=3.0 psf, wind BC Webs 2x3 HF #2 DL=0.6 psf. See DWGS S12030ENC100815 & GBLLETIN1014 for gable wind bracing Wind loads and reactions based on MWFRS with additional C&C member requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IBC-15 section 1607. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Trusses designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 5.00 PSF. Top chord may be notched Deflection meets L/360 live and L/240 total load. Creep increase 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No factor for dead load is 2.00. knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5 /i1 1 10 5-9-13 10AilillIIiIhIhi I i Ii . V 4_18-0-0 2X4(81) = 2X4(B1) L1-6-0›.1 1.<1-6-0 -1 I, 6-6-0 ,I, 6-6-0 J F.:: 13-0-0 Over Continuous Support >1 R=177 PLF U=41 PLF W=13-0-0 RL=17/-17 PLF Note: All Plates Are 1 .5X4 Except As Shown. Ep PROF Design Crit: IBC2015/TPI-2014(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.rM,,fss'. OR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ..W "ARNING! READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175— 90340 825 N 4th Ave,Cornelius OR 9713 "IMPORTANT.. FURNISH THIS DINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Qig32941 la 4PE TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCS1 (Building Component Safety Information, by TPI and RTCA) for safety practices prior j = DL 10.0 PSF DATE 07/20/17 to performing these functions. Installers shall provide temporary bracing per BCSI. unless noted otherwise, top chord snarl have properly attached structural sheathing and bottom chord shall have a properly attached PSF 7.0 T. rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS BC DLDRW CAUSR7 1 75 17201082 sections B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o 07/20201 7 Ail I FDO 1� I I , the Joint Details, unless noted otherwise. Refar to areaimgs 1BOA_Z for standard plate ens it ions. 1 BC LL 0.0 PSF CA-ENG PBC/RTT fi I I U I �I I Alpine, a dihisien of ITN Bui lding C o care DrauP In<. shall net be responsible fur any de laden from this OREGON drawing. any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. AN ITW COMPANY installation b bracing of trusses. t TOT.LD. 42.0 PSF SEQN— 126413 A seal on this droning or°ever Peg.listing this;Wowing, monotone*indloetes monotone*of profeeelonel engineering 4 w LY 14,24 e. responsibility solely for the design shown. The meltability and Ine of this drawing for any.eructare is the S e II Tan e OUR.FAC. 1.1 5 FROM BB 8351 Revels Circle rmpen.lbllley of the Building Designer per ANSI/TPI 1 S.o.z. 8aclanlento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W2N7175Z21 ALPINE: www.alpineitw.cem; TPI:eaw.tpinst.org; OTCA: www,sbcindustry.com; ICC: cae.leesafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - B) Top chord 2x4 HF #2 120 mph wind, 20.48 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=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 load 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(R1) D/ silo 5-9-13 _nz418-0-0 / 1.5X4 III 2X4(81) - 2X4(61) ---- Lel—6-0>J LE1-6-0� 6-6-0 >Fc 6-6-0 >I L 6-6-0 ,I, 6-6-0 J 1 13-0-0 Over 2 Supports R=707 U=123 W=5.5" R=707 U=123 W=5.5" RL=141/-141 Design Crit: I BC2015/TPI—2014(STD) ,QED PRPp,. PLT TYP. Wave FT/RT=296(096)/4(0) 16.01.►M /' ,� ''ISI,, OR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 eKiARNINGIee nEIID AND FOLLOW ALL NOTES ON THIS DRAWING! n REF R7175— 90341 825 N 4th Ave,Cornelius OR 97113 ee IIPGRTANTe FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (�� 83294PE "r la TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and folies /r the latest edition of BCSI (Building Component Safety Information, by TPI and MA) for safety practices prior ef• , = DL .0 PSF 10.0 PSF DATE 07/20/17 to performing these functions. Installers shall provide stemporary bracing per SCSI. Unless noted otherwise, — tor,chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral retraint of webs shall have bracing Installed per WS BC DL 7DRW CAUSR7175 17201083 Ail O`� i sections B3. B7 or B10. as applicable. Apply places to each face of truss and position as shown above and on 07/L0/201 7 II L J l t,a point Dataila, unleaa.Rued other epon Rafe:to drawings 1AAoA_C for standard Rlata py vie.:. L 1 BC LL 0.0 PSF CA—ENG PBC/RTT I Alpine, a division of ITII euilding comporhents Groep Iro. snail not se responsible for any davlatlon from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. AN ITW COMPANY Installation A bracing of trusses. w �, = TOT.LD. 42.0 PSF SEAN— 126415 A peel on this drawing or Dover page hating this drawing, indicates.00.pt.noe of professional engineering . LY 14,20 e r..ponsibi l ity.ally for the design„ha.,. The suit.bi l ity and.,e of this drawing far structure is the FROM BB any sett Tao .� DUR,FAC. 1 .15 8351 Rowes Cucle responsibility of the Building Designer per ANSI/TPI 1 See,:, Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF— 1W2N7175Z21 ALPINE:wwm,alpineld.com; TPI: www.tpinst.org; NTCA: www.sbcindustry.com; ICC: www.iccsefe.org Renewal 8180/2018 A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - CGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: 120 mph wind, 22.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located _ Wind loads and reactions based on MWFRS with additional C&C member anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.O psf, wind BC design. DL=0.6 psf. Provide lateral wind bracing per ITWBCG wind bracing details or per See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require reinforcement at 70% of the length bracing requirements. tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live load factor for dead load is 2.00. applied per IBC-15 section 1607. 4X5-- The area above let-in studs designed to support 1-0-0 top chord + Laterally brace this member by attachment to nailer at �� outlookers. Cladding load shall not exceed 5.00 PSF. Top edge of roof diaphram, or with purlins 45 24" oc. chord may be notched 1,5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 3X7 I 1 9-11-13 10 Noi... tel: hil.6:16:‘,.. =- _*18-0-0 i 3X5(B1) = 3X5(**) 2X4(61) -=- 11-6-01 11-6-01 11-6-01 k 6-6-0 >Ic 16-6-0 7 10 >I 1-10-11 L- 11-6-0 ,I, ,I, 9-7-5 J 23-0-0 Over 2 Supports R=1088 U=114 W=5.5" R=198 PLF U=37 PLF W=10-5-8 RL=248/-248 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: I BC2015/TPI-2014(STD) �LE�PRpFF PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .f� 0 `rS ( ) ( ) �G §et. /� OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI•• READ AID FOLLOW ALL NOTES ON THIS DRAWING! ('` / 9 TC LL 25.0 PSF REF R7175- 90342 825 N 4th Cornelius OR 97113 **IMPORTANT" FURNISH THIS oRAAlM6 To ALL (/ V 83294PE Ave CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and followthe latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior 4 / DL 10.0 PSF DATE 07/20/17 to performing these functions. t Installers shall provide temporary bracing per SCSI. Unless noted otherwise, - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid tel Locations shown for permanent lateral restraint of webs shall have bracing installed per ac DRW CAUSR7175 17201084 (7 l ... sections B3. 87 or B10, asapplicable. Apply plates to each face of truss and position as shown above and on 07/20/2017 A 11 I OJ[l^ I he int Details, onlessnoted oche wise. Refer to drawlngs 16go_z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT IL� ILI, I `V, Alpine. a division cf ITA Building Components Group Inc. shah n t be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY Inatal lation d bracing of trusses. „` /)t,. TOT.LD. 42.0 PSF SEQN- 126418 A seal on this drawing or covet page listing this drawing, Indicates..sptapso of professional V responsibility.ally for the design.Ise.,. The suitability acid use of this drawing for soy structure I.Sb. LY 14,10 8351 RovallaCircle reepe.rlbll Icy x the Building Designer par ANSI/TPI 7 S.e.=. SBe�����•,� DUR.FAC. 1 .15 FROM BB SaciameiRo,CA 95828 For acre Information ae.this. b•s general notes page and these web sites: SPACING 24.0" JREF- 1W2N7175Z21 ALPINE:www.alpinelM.com; TPI: wwwtpinstpinac.org;AICA:ws.sbeindustry.eow; ICC: ws.lccsafe.org Ria mal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - CG) Top chord 2x4 DF-L #2 Bot chord 2x6 DF-L SS 2 COMPLETE TRUSSES REQU 1 RED 1 4 2 Webs 2x4 HF Std/Stud :W3, W4, W6, W7 2x4 HF #2: Nail Schedule:0.120"x3", min. nails :W5 2x4 HF #1&Bet.: Top Chord: 1 Row @12.00" o.c. :Rt Wedge 2x8 DF-L SS: Bot Chord: 2 Rows @ 2.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. 120 mph wind, 23.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Use equal spacing between rows and stagger nails anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC DL=0.6 in each row to avoid splitting. psf. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Brg blocks:0.120"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate Special loads 1 0.000' 1 12" 11 Rigid Surface (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 2 22.542' 1 12" 4 Rigid Surface TC- From 76 plf at 0.00 to 76 plf at 11.50 4X8(R) III Brg block to be same size and species as chord. TC- From 76 plf at 11.50 to 76 plf at 23.00 Refer to drawing CNNAILSP1014 for more information. BC- From 7 plf at 0.00 to 7 plf at 23.00 A / BC- 1810.19 lb Conc. Load at 1.06, 3.06, 5.06 / BC- 1813.57 lb Conc. Load at 7.06, 9.06,11.06,13.06 00 15.06,17.06,19.06,21.06 6x10,00 aX10 Wind loads and reactions based on MWFRS. , 4A__ 4X8 9-11-13 10I ■ — i. ■ Ip 4,p, 18-0-0 6X12(67R) 3X10111 4X8(R) III 8X8(R) III H0508= 3X1011 6X12(B7R) 4X8(R) III k_4-2-3 >I< 3-7-14 >I< 3-7-14 >I< 3-7-14 >'< 3-7-14 >I< 4-2-3---->1 11-6-0 I 11-6-0 k 23-0-0 Over 2 Supports d R=11305 U=2179 W=5.5" R=10544 U=2048 W=5.5" Design Crit: I BC2015/TPI-2014(STD) op PRIpF�` PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 16.01 .P! _G § Ssj OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NG Iaa READ AND FOLLOW AU.NOTES ON THIS DRAWING! (3 AWG �F OZ TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 'rINPORTAMee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �(j iii 83294PE 7REF R7175- 90343 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow A., DL 10.0 PSF DATE 07/20/1 7 the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior 0.0% 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 DRW CAU$R7175 17201085 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC iJ Il sections B3. BT or B10, as applicable. Apply plates to each face of trussand position as shown above and on 07/20/20 17 n O he Joint Details, unless noted otherwise. Refer to 7-7'n'',77.:7 rawings,B0A_Z fortandard plate positions. L /G� BC LL 0.0 PSF CA-ENG PBC/RTT ,44[I I Alpine, a divlalan of ITR Building Components Group I . shall not be rerponrIble fir any deviation from this OREGON drawing, any failure to build the truss In cooforesnce with ANSI/TPI 1, or for handling, shipping. AN ITW COMPANY installation&bracing of trusses. "'� = TOT.LD. 42.0 PSF SEQN- 126429 A.espew on this drawing or Cover p. listing this drawing, Indicates saaeptaneo of professlai.l engineering ,Z LY 14,40anddrawingI P 835!Rovaaa CircleCircleraapaoibility solely for the design shown. The suitability use of this drawing for any structure Is the e��"Tan.( OUR,FAC. 1 .15 FROM BB raspowlbl I Ity of the Building Designer per ANSI/TPI I Sso.1. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W2N7175Z21 ALPINE: ww.alpineite.com; TPI:ww.tpinst.org; RIGA:www.sbeindustry.Gan: ICC: awe.Iccnele.org Renewal 6130(2018 THIS DWG.PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - DGE) 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=3.0 psf, wind BC Webs 2x3 HF #2 DL=0.6 psf. See DWGS S12015ENC100815 & GBLLETIN1014 for gable wind bracing Wind loads and reactions based on MWFRS with additional C&C member requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IBC-15 section 1607. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Trusses designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 5.00 PSF. Top chord may be notched Deflection meets L/360 live and L/240 total load. Creep increase 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No factor for dead load is 2.00. knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5 All. 3 /1 10 p il 7 10 4-9-5 ►,'i' i 1 i i ilL. ' {_9-0-0 i ...--=. = T 3X5(61) = 3X5(B1) Lel-6-0 .-I L1-6-0 ..1 L- 5-3-0 ,j, 5-3-0 J E10-6-0 Over 2 Supports R=953 U=288 W=5.5" R=953 U=288 W=3.5" RL=177/-177 Note: All Plates Are 1 .5X4 Except As Shown. p PRO Design Crit: IBC2015/TPI-2014(STD) ,<<l.R� PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .•'2) edN F ip OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 a�NARNINGI ie READ NO POLLON ALL MOTES an THIS DWAIIIGI g32ggpE REF R7175— 90344 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH THIS DRONING TO ALL CONTRACTORS INCLUDING 1HE INSTALLERS. �� i�TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing end bracing. Refer to and follow „,is,'- the ■ latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior C IL 10.0 PSF DATE 07/20/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 07/20/2017 :C DL 7.0 PSF DRW CAUSR7175 17201086 t• L 1 sections 63 B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on �iAil =J I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON :C LL 0.0 PSF CA—ENG PBC/RTT If I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TVI 1. or for handling, shipping, C AN IrW COMPANY installation&bracing of trusses, 4 `?hv 14,sow el TOT.LD. 42.0 PSF SEQN— 126431 A spo en NIsy drawing or thee..p.g.listing This drwing, indicates;obeepis dr of profeeelen.l uctengineering DUR.FAC. 1 .15 FROM BB A seelelblI responsibility solely for the design sheen. The suitability end lea of this droving for aro structure Is S$ e• 8351 Rovena Circle responsibility of the Building Designer par ANSI/TPI 1 Sae.2. *ell Tar Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: Renewal 613012018 SPACING 24.0" JREF- 1W2N7175Z21 ALPINE:www.alpineitw.com; TPI: www.tpinet.org; RICA:ww..sbeindustry.cne; ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - D1) 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5 AM 1 10 ijii 10 3X5iiihil Gj 4-9-5 4011111.1' 0-9-13 A m -` +9-0-0 5X5(E3) - 1.5X4 III 3X7(E3) III 2X4(61) LE1-6-01 4-9-0 >t< 5-3-0 >1 4-9-0 ,I, 5-3-0 J k 10-0-0 Over 2 Supports R=432 U=52 R=590 U=71 W=3.5" RL=97/-86 ��0 PROFS Design Crit: IBC2015/TPI-2014(STD) . . SS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.. % q N FF 'O OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 '•tARNINGI••READ MD Falx ALL mores eN ries DRAWING, a( 83294PE 1P"' TC LL 25.0 PSF REF R7175- 90345 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TB ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme c re In fabricating, handling, shipping, Installing and bracing. Refer to and follow oise.' C L 1 0.0 PSF DATE 07/20/1 7 the latest edition of BCS( (Building Component Safety Information. by TPI and RSCA) for safety practices prior 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 :C DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS( 07/20/2017 DRW CAUSR7175 17201087 r• ,4 r sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on I� L J i the Joint Details, unless,vested otherwise. Refer to drawings thoA-z for standard plate positions. OREGON :C LL 0.0 PSF CA-ENG PBC/RTT Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping. AN ITW COMPANY installation A bracing of trusses. 4 `titr 14,sea° �q TOT.LD. 42.0 PSF SEQN- 126437 A seal on fJlls solelor the d sign listing this Owning,itabili I a d.as.or this of I gr for alylrl engineering swell Tar• DUR.FAC. 1.15 FROM BB A responsibility solely for tlie design . The suitability Ilq Indicates lm or NI.drerinR for any structure Is the 8351 Roe=Circle repnn.lblllq ng Designerof the Building Designer AN51/TPI 7 S.e.2. Sacramento,CA 95828 For.ore information see this Jobs general nates page and these web sites: Renewal 8/80/2918 SPACING 24.0" JREF- 1W2N7175Z21 ALPINE:www.alpineite.com; TPI: www.tpinst.org; WTCA: www.sbeindustry.com; ICC: wwm.lecsafe.org I (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - D) THIS UNG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=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 load 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 Imo\ 10 10F 111411 II ih. Issi 4-9-5 ■ iciAMIMIllmummimimimmommimomiLftm 9-0-0 i 1.5X4 III 2X4 61 EE 2X4(61) LEI-6-0 -J 5-3-0 >I" 5-3-0 I, 5-3-0 I 5-3-0 f< 10-6-0 Over 2 Supports d R=462 U=56 W=5.5" R=605 U=73 W=3.5" RL=102/-89 RED PROpF Design Crit: IBC2015/TPI-2014(STD) .4. SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.., L G6N F_ �p OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ' MO REN) FOLLOW ALL TR NOTES ON IS DRAM! air _ 825 N 4th Ave,Cornelius OR 97113 '•aPGRTA■r•• FURNISH THIS IIRARING TO ALL CONTRACTORS INCLUDING TINE INSTALLERS, iiiiiihvTC LL 25.0 PSF REF R7175- 90346 _ Trusses require extreme c re In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior IL 10.0 PSF DATE 07/20/17 t• to performing these functions. tlnstallers shall provide temporary bracing per BCSI. Unless noted otherwise, - cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 07/20/2017 :C DL 7.0 PSF DRW CAUSR7175 17201088 L actions 63, B7 or B10, as applicable. Apply plates to each£ace of truss and position as shown above and o /.1 �J r , sections Batall=, anleaa noted ptherwisa. Refer tp drawing,1BgA_Z fpr:'soda::plate paaltipna. n OREGON BC LL f=1 I Alpina, a division of Lrn Bui ming components cro p L K. shall hoc ba rasponslbla Tor any de euon from this0.0 PSF CA-ENG PBC/RTT drawing, any£alure co bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal Natio.,a bracing of trpaaae. 154 "LCv 14,zoo° +® TOT.LD. 42.0 PSF SEQN- 126434 le A seal on this drawing or power palisting thio drawing, Indlastaa aapeptan.e of professional engineering M responsibility solely far the design sheen. The suitability and use of this drawing for any stn-tura V tura la the V ll'ta a DUR.FAC. 1.15 FROM BB 8351 Romeo Circle reepeneiblulty of the Building Designer per ANSI/TPI 1 See.2. •� Sacramento,CA9582s For more information see this ww.tpi.tpinsnsJob's genial tea page and theca web sites: SPACING 24.0" JREF- 1W2N7175Z21 ALPINE:w .elpineltw.com; TPI: wt.org; Rww ICA: w .sbcindus'ry.com; ICC: w .lccsafe.org Renewal 8140/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, 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 in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=0.6 psf. Provide lateral wind bracing per ITWBCG wind bracing details or per Wind loads and reactions based on MWFRS with additional C&C member engineer of record. 2X3 studs require reinforcement at 70% of the length design. tabulated for 2X4 studs of the same grade. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Trusses designed to support 1-0-0 top chord outlookers. Cladding load shall not exceed 5.00 PSF. Top chord may be notched Deflection meets L/360 live and L/240 total load. Creep increase 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No factor for dead load is 2.00. knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. (S)Add 2X4 x 4-0-0 HF #2 or better scab to be attached to one face of truss with 10d (0.128"X3.00") nails at 8" o.c. (S) 1 1 �Ij13-5-11 6 �il�, Iii i j 9-D-D 2X4(A1) ---2-4-11—� F" 6-0-4 ..2"12 -I-1 l< 6-3-0 Over 2 Supports R=578 U=259 W=5.5" R=276 U=155 RL=222/-38 _ Note: All Plates Are 1 .5X4 Except As Shown. p PRO Design Crit: IBC2015/TPI-2014(STD) ���� FFSS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1; + d GAN E, iQ OR/-/1/-/-/R/- Scale =.5“/Ft. T ee11ARNINGI” READ AND FOLLOW ALL NDTES ON THIS DOSING! •' Truss2Components of gei us (503 357-_118 a°INFORTANT'e FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 9713 �/^ REF R7175- 90347 ...... iawiai Trusses require extrema care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and ViTCA) for safety practices prior DL 10.0 PSF DATE 07/20/17 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 TM, rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 07/20/2017 :C DL 7.0 PSF DRW CAUSR7175 17201089 ^ ,j sections B3, B7 or Big, as applicable. Apply plates to each face of truss and position as shown above and on All ) I 1 the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT I Alpine, a division of ITA Building Components Group Inc. shall not be responsible for any deviation from this ���aa drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. -AA '" AN irwconnalrry installation A bracing of it aaaa. II4 wcY i4,201. �� TOT.LD. 42.0 PSF SEQN- 126442 A Seel on this droning or cover peg.listing this droning, indicates.mc.pt lie.of PPwfeonlonal engineering sn r 8351 Rovana Circle r`espopansibilittyn at nfi:Buildi"ingeDee�g'T�ANSI/721 end we of this drawing for e"'tn"""r.I.the �i@II Tao* DUR.FAC. 1 .15 FROM BB SaciemenlD,CA95828 For more Information see this Job's general notes page end these web sites: SPACING 24.0" JREF- 1W2N7175Z21 Mnn ALPINE:www.elpinel .com; TPI: rww.tpinst.org; RICA: ww .abelndustry.com; ICC: ww.iccsefe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, 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 in roof, RISK CAT II, EXP B, wind 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 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 • 3-5-11 6 I-- i eJ' 9-0-0 I w_ 3X5 III 2X4(A1) 1.<----2-4-11--->-1 6-0-42 Fc 6-3-0 Over 2 Supports R=498 U=55 W=5.5" R=226 U=45 RL=71/-34 CEO PROFS Design Crit: IBC2015/TPI-2014(STD) �G S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.r,e �i AM THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - El) Top chord 2x4 DF-L #1&Bet. 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=3.0 psf, wind BC DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load • applied per IBC-15 section 1607. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. R=-130 Rw=36 U=81 149-7-12 1 6 1---- � 0-11�-11 J9-0-0 2X4(A1) = R=-46 Rw=15 U=26 12-4-11---- 1-3-0 Over 3 Sports r 1 R=468 U=78 W=5.5" RL=30/-24 Design Crit: IBC2015/TPI-2014(STD) 09 PROA- PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.02.'; •• •. Ail -le-le OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 aww�•lElae READ MD FOLLOW ALL NOTES aB NIS ORANIMBI �(� ox f�i1S 0: TC LL 25.0 PSF REF R7175- 90349 825 N 4th Ave,Cornelius OR 97113 ..IIPoRTANP. FU NISN TINS ORA�IRB TO ALL CONTRACTORS INCLUDING 111E INSTALLERS. 83284PE Trusses require extreme care in fabricating, handling, shipping, Installing end bracing. Refer to and follow AV the latest edition of BCSI (Building Component Safety Information. by TPI and RICA) for safety practices prier i5. DL 10.0 PSF DATE 07/20/17 to performing these functions. Installersshallprovide temporary bracing per BCSI. Unless noted otherwise, - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of soba shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17201091 ,4 �� , sections B3, B7 or B10. as applicable. Apply plates to each face of trusstand position as shown above and on 11 t:7:—.D.:::::' he paint Detail:, anlaaa noted etharniaa. Rafar to droning:,agA_Z fara andard plate pma,tiene. 07/20/2017 BC LL 0.0 PSF CA—ENG PBC/RTT I Al Pine a dlvisnon of ITW Bonding Compose s Groep Inc. shall mac De responsible for any deviation from thin OREGON drawing. any foliar:to build the truss In conforaanee with ANSI/TPI ,, or for handling. shipping. TOT.LD. 42.0 PSF SEQN— 7758 REV AN IPA/COMPANY installation trusses.en a bracing or trusses. .pC design seal en this drawing or cover page hating this drawing, Indicates acceptance of professional engineering 4 wLY 14,40V - responsibility solely for the dlgn ahoea. The suitability end use of Chia drawing for any structure Is thetli _q 8351 Ro ana Circle reeponslblI ley of the Building Dealgner per ANSI/TPI T Sac.:. V Sell Tan Job's DUR,FAC, 1 .15 FROM BB Sacramento,CA 95828 Far more information see this Jos general notes page and these web sites: SPACING 24.0" JREF— 1W2N7175Z21 ALPINE:ww.alpineiM.com; TPI: ww.tpinst.org;RICA:ww.abeiMustry.com; ICC: www.iccsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - FGE) 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=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Truss designed to support 1-0-0 topchord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face an24.0" 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Do not notch in overhang or heel panel. 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. 1.5X4 III 61---- 1 '� 1-4-3 i 4_9-0-0 ►O 1.5x4 III 2X4(A1) e--1-6-0- —1-10-4�n2 2-0-0 Over 2 Supports R=304 U=167 W=3.5" R=32 Rw=33 U=16 RL=97 Design Crit: IBC2015/TPI-2014(STD) 11. so PROF . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.` g - G f `r'% OR/–/1/–/–/R/– Scale =.5"/Ft. Truss Components of Oregon (503)357-1118 ';WARNINGI•• neAD AND FOLLOW ALL Mores on This DRAWING! a Fip . TC LL 25.0 PSF REF R7175– 90350 825 N 4th Ave,Cornelius OR 9X13 ^IrPartrA�rr• FURNISH THIS DRlglll8 To ALL CONTRACTORS INCLUDING THE INSTALLERS. (�� �' 83294PE Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component safety Information, by TPI and wroA) for safety practices prior DL 10.0 PSF DATE 07/20/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, ' ' 0411116* Cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC BC DL 7.0 PSF DRW CAUSR7175 17201092 sections B3, B7 or B1O, as applicable. Apply plates to each face of trussand position as shown above and on 07/20/20 17 All ol[](� I 1 the Joint Details, unless rated otherwise. Refer to drawings 160A_2 for standard plate positions, L BC LL 0.0 PSF CA–ENG PBC/RTT �i I I r' I �I l Alpine, a division of 11w Building Components oroap Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. t TOT.LD. 42.0 PSF SEQN– 126449 A vel en this drawing or mover pegs listing this drawing, Indicates.oe.pr tm.of professional engineering 4 "61.1.14,20 0 l .,. responsibility solely for the design.haThe eoltabIlIty end e.e or this drawing Tor any structure Is theOUR.FAC. 1 .15 FROM BB 835IRovaDBCilcle reepnnelb111ty or the Building Designer per ANSI/TPI 7 s.e.2. eee'g Tan s,wlaDie.An,CA95828 For more Information see thisJob's general nota page and these web altos: SPACING 24.0" JREF– 1W2N7175Z21 ALPINE:www.elpineitw.caw; TPI: ww.tpins.tpinst.org;dfCA:ww.sbcindustry.com; ICC: www.iccsafe.org Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, 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 in roof, RISK CAT II, EXP B, wind 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 load 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. 1.5X4 III 6 , _iiiiidoi1 =i� +9-0-0 V r— 1.5X4 III 2X4(A1) I..<---1-6-0- --- 1"121-10 2-0-0 Over 2 Supports R=264 U=31 W=3.5" R=32 U=12 RL=29 Design Crit: I BC2015/TPI–2014(STD) LECA PROFS` PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .PB - `rS ( ) ( ) ! 14G��fF ep OR/-/1/-/-/R/- Scale =.5"/Ft. __TrussComponemw Components of Oregon (503 357-:118 •• wNG II•• READ A10 FOLLOW ALL DRAWING! NOTES ON THIS IN61 REF R7175– 90351 825 N 4th Ave,Cornelius OR 97113 ••IIPORTN1r• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. (V0 Fi 83294PE41 Z TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow9 A. el DL 1 0.0 PSF DATE 07/20/17 the latest edition of BCSI (Building Cw..punent Safety Information, by TPI and ATCA) for safety practices prior .5s /416 to performing these functions. Installers shall provide3temporary bracing per BCSI. Unless noted otherwise, �'. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cell ,.ceiling. Locations showfor permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17201093 iLl `� sections B3, 67 or B1o, as applicable. Apply plates to each face of truss and position as shown above and on 07/x10/20 17 C-i/�(J the dint Dataila, nleaa noted dtha wise. Refer to drawl ge,aoo_2 far standard plata peaitiana. L BC LL 0.0 PSF CA–ENG PBC/RTT I I I Alpine. a di felon of ITN Bdi Itling Campo ante Cro p I K. ahan n t be reapon�ible nor any dewlauon rrom this OREGON drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. .110 4 t TOT.LD, 42.0 PSF SEAN– 126446 A...I.n this...IAA or ower p.e*listing this dossing, Indicates..o.ptan.•of professional engineering G LY 14,20 0 responsibi l Ity solely for the design shown. The suitabi l Ity end use of this drawing for any structure Is the DUR.FAC. 1.15 FROM BB _ S&ell Tar e� 8351 Rovere Circle responsibility of the Building Designer per AMSI/TPI 1 See.2. Saclamelto,CA95828 Far more information a thin,oboe general notes page and these web sites: SPACING 24.0" JREF– 1W2N7175Z21 ALPINE:www.alpineiM.com; TPI: www.epinat.org; NTCA:www.sbclndusiry.com; ICC: ww.icesefa.org Renewal B/30/20 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - GGE) Top chord 2x4 HF #2 120 mph wind, 20.06 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=3.0 psf, wind BC Webs 2x3 HF #2 DL=0.6 psf. See DWGS 512030ENC100815 & GBLLETIN1014 for gable wind bracing Wind loads and reactions based on MWFRS with additional C&C member requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IBC-15 section 1607. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Trusses designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 5.00 PSF. Top chord may be notched Deflection meets L/360 live and L/240 total load. Creep increase 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No factor for dead load is 2.00. knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5 PR 6 1 4 6 I i i k 4-6-3 i k i El {} fl fl Q {} fl G LI LI fl //////////////////////////////////////////////////////// 4q, 18-0-0 i 2X4(A1) - 2X4(A1) L1-6-0 -1 LEI-6-0>J I, 8-4-0 ,I— 8-4-0 J Ec 16-8-0 Over Continuous Support R=159 PLF U=28 PLF W=16-8-0 RL=8/-8 PLF Note: All Plates Are 1 .5X4 Except As Shown. Ep PROF Design Crit: IBC2015/TPI-2014(STD) 1.. FS+ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.,1 u Q lig BC vii OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI"READ AND FOLLOW ALL NOTES A THIS INCLUDING 83294PE '�TC LL 25.0 PSF REF R7175- 90352 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT** FDRNIsx THIS DRAWING TO ALL COSnRAc ORE I"a OBINO TME INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow a DL 1 0.0 PSF DATE 07/20/17 the latest edition of BC51 (Building Component Safety Information, by TPI and NTCA) for safety practices prior t. to performing these functions. Installersshallprovideetemporary 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 DRW CAUSR7175 17201094 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 07/20/^O 17 sections B3. B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and onL G A I1 I 11 A ' I , the Joint Details, unless noted otherwise. :es': e far to drawings 16OA-Z forstandard plate positions. BC LL 0.0 PSF CA-ENG PBC/PTT II ILII I `VI I Alpine, a division o£ITN Building Co a to Croup Inc. shall oat be responsible£cr OREGON anyn tlppi shipping. from this i tlrawing, any fel lure to bulla tM truss In con£ormante with ANSI/TPI 1. or for handling, hipping, �(� AN ITW COMPANY installation a bracing ofb trusses. �1/ „G �s = TOT.LD. 42.0 PSF SEQN- 126407 A.po an this arwlyg or theweir sign listing Th.thidrawing, indicates et bole dr of prore,fessional engineering 4SSe11Y 1Tah a�� DUR.FAC. 1 15 FROM BB A seal lnll lip dremle for ass mage heti the wrawin ,ly dlo tee of epta ce ofp ofe.ny al engine rl gM 8351 Rovane Circle responsibility of w Building Designer per ANSI/TPI 7 See.2. Sacramento,CA 95828 For more infortw.cm, see this st.o general notes page and these web s ltes: g Renewal 8/30/2018 SPACING 24.0" JREF- 1W2N7175Z21 ALPINE:www.elpinelCw.eem; TPI: www.tpinst.org; NrCA:wwr.sbcl ntlustry.eom; ICC: ww.lcesefa.er THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - GG) Top chord iXs �F-�2ss 2 COMPLETE TRUSSES REQUIRED I t i Webs 2x4 HF Std/Stud :W5 2x4 HF #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 2.50" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row a 4" o.c. TC- From 72 plf at 0.00 to 72 plf at 8.33 Use equal spacing between rows and stagger nails TC- From 72 plf at 8.33 to 72 plf at 16.67 in each row to avoid splitting. BC- From 7 plf at 0.00 to 7 plf at 16.67 4" o.c. spacing of nails perpendicular and parallel to BC- 1813.57 lb Conc. Load at 0.73, 2.73, 4.73, 6.73 grain required in area over bearings greater than 4" 8.73,10.73,12.73,14.73 120 mph wind, 20.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC DL=0.6 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X7(R) III 6X81 6X8 1 4X51 '' ,` 4XSS 6 W5 6 4-6-3 " 18-0-0 5X5 III 5X7= 8X8(R) III 5X7- 5X5 III 5X12(B9R) 5X12(B9R) I< 3-4-5 + 2-5-13 >f< 2-5-13 >I< 2-5-13 >I< 2-5-13 >I< 3-4-5 >1 I, 8-4-0 I 8-4-0 1 16-8-0 Over 2 Supports >I R=8451 U=1624 W=5.5" R=7380 U=1422 W=5.5" 0)PROF Design Crit: IBC2015/TPI-2014(STD) AOLFS+ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.ft 0 S'/ (�H+lE� OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ';WARNINNI H•READ AND FOLLOW Au.ONTES oil THIS INCLUDING DRAINING! REF R7175— 90353 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT.* FURNISH THIS DRAINING 70 ALL CONTRACTORS IIIttUDING TIE INSTALLERS. ((� 83294PE TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing end bracing. Refer to end follow a she latest edition of BCSI (Building Component Safety Informaelon. by TPI and NrCA) for safety practices prior DL 10.0 PSF DATE 07/20/17 to performing these functions. t Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ,4111161ktop chord shall have properly attached structural sheathlug and boccw chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 07/20/2017 :C DL 7.0 PSF DRW CAUSR7175 17201095 sections B3, 67 or B10, as applicable. Apply plates to each face of trussand position as shown above and o A 1 'I' 3[l N ' l ' the joins Details, unless noted otherwise. Refer to drawings 160A-z for standard plate positions. this BC LL 0.0 PSF CA—ENG PBC/PTT LI ' v Alpine. a division of ITN Building Components Group Inc. shall n t be responsible for any deviation from t OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal laticn.bracing of trusses. +?/ tP t TOT.LD. 42.0 PSF SEQN— 126411 A.«I an PP Purina or cover peg.listing this drawing, nal .ee.pt nse of pfehe.len.l.eglne.rinp Gs LY 14,Y8 responsibility solely for the design.hewn. The suitability end f this drawing for any structure is the 11 Ta FROM BB 8351RovanaCrcle repo"°"'ty of the Building e.siprr per ANSI/TPI +s.e.2. s@ r' DUR.FAC. 1.15 Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE:wvw.elpineitw.com: TPI: www.tpinst.org: NTCA: www.sbcindustry.com: ICC: ww.lecsafe.org Renewal 6/30/2018 SPACING 24.0" J REF— 1 W2N7 1 75Z2 1 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 2x4 Brace (1) 1x4 'L' Brace * (1) 2x4 'L' Brace * (2) 2x4 'L' Brace ** (1) 2x6 'L' Brace * (2) 2x6 'L' Brace ** BracingGroup p Gable Vertical No Species and Grades: 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 #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir CD r #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' kl / k2 Standard #2 Stud U HStud 4' 4' 7' 2" 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard Q Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' k3 k3 SP #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud 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' Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' U 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: _ #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 SP rr #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 H F Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 Cu - Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Dou•lns Fir-Larch Southern Pine*** P #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' #1 #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' 0 #2 .13 #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). Cb DFL Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' *■*For 1x4 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 SPF #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. d - #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: LD U H F Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. OI� Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 plf over X #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d 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. c--I DFL 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 L'Attach ' braces with 10d (0.128'x3.0' min) nails. About I able Truss � � I nor 18(1 1)end,zones andp4' o.cace nibetween zones. Diagonal brace option: �� **For (2) 'L' braces: space nails at 3' o.c. vertical length may be T in 18' end zones and 6' o.c. between zones. doubled when diagonal 18' # u * 'L' bracing must be a minimum of 80% of web brace is used. Connect I ill member length. diagonal brace for 3859 ,L, L at each end. Max web Brace r. Gable Vertical Plate Sizes total length is 14'. �� `' , Vertical Length No Splice 2x4 Less than 4' 0' 1X4 or 2X3 betteragonal ' + Greater than 4' 0', but2X4 Vertical length shown18'/lL #2o brace) single less than 11' 6' + Greater than 11' 6' 3X in table above. or double cut<as shown) at I__ 1 irlii* + Refer to common truss design for upper end. II • peak, splice, and heel plates. / / / / continuous Bearing .�Q�v/It0 L�� / Refer to the Building Designer for conditions Connect diagonal at P`_ C not addressed bythis detail. midpoint of vertical web. Refer to chart above for m.�`e..��s i .. 46 . r*VURNISHI**READ AND FOLLOW ALL TRACT ON THIS DRAWING! '� REF ASCE7-10-GAB12030 wgPpORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /•• 83294PE41 Trusses require extreme core in fabricating,handling,shipping,installing and bracing. Refer to and a• /. DATE 1001X14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA)for safety �� practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. _ \ Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord DRWG A1203OENC101014 V ,,,, shall have a properly attached rigitl telling, Locations shown For permanent lateral restraint of webs i� 'I O)�I� f1 i : shall have bracing installed per BCSI sections B3,67 or H10,as applicable. Apply plates to each Face ,41—, �J I I lu I I\\\\VIJII I of truss and position ns shown above and on the Joint Details,unless noted otherwise. OIIZO�LO I7 / L+ u l i Refer to drawings lbOA-Z For standard plate positions. OREGON AN ITN COMPANY Alpine, a clvision of ITV Bukding Components Group Inc.shall not be responsible for any gdeviatiiongfrom /.� this drawing,any Fnllure to build 4he truss M conformance with ANS[/TPI i,or for handlin sh In Y �CY14,287 t� AX. TOT. LD. 60 PSF installation S bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional S engineering responsibility solely for the design shown. The suitability and use of tis drawing 8' 13389 Lakefront Drivefor any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. ell Tar N. Earth City,MO 63045 For more Information see this job's general notes page and these web sites, ALPINE, www.alpineitw.coml TPI'www.tpinst.orgl SBCA:www.sbcindustry.orgl ICG www.kcsafe.org Renewal 6130 ^f(2018 MAX. SPACING ''4,0" Gaol & Detail ('I; For L......i,iiipet-in Verticals Gable Truss Plate Sizes About O Refer to appropriate Alpine gable detail for I minimum plate sizes for vertical studs. Oi ,.r,,,. 1,...,,,x,,. +°Refer to Engineered truss design for peak, splice, web, and heel plates. O ®IF gable vertical Plates overlap, use a singleplate that covers the total area of the overlapped plates to span the web. Gable Vertical 11 © © Length Example 2X4 typ. 2X4 dill 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing i1iI1i Member Memmbeer OToe-nail - Or - XEnd-nail OO To convert from 'V 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, specie, and grade of the 'L' reinforcing member. Rigid Sheathing Toenalled Nails: 10d Common (0.148'x3',min> Toenails at 4' o.c. plus Web Length Increase w/ "T" Brace 4 Nails � � (4) toenails in the top and bottom chords. 'T' Reinf. 'T• I This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. Member Gable Nails 2x4 30 ASCE 7-05 Gable Detail Drawings Examples 2x6 20 P A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A1153OENC101014, A1203OENC101014, A1403OENCIO1014, AI603OENCIOIO14, Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7 10 Gable Detail Drawings Gable Vertical = 24'o.c. SP N3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENCI01014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' AI803OENC101014, A2003OENC101014, A2003OEND101014, 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. i' 4 Naps ——Ceiling p PRO .Ci�� FRSs /� �GINFR "to esWURNINGIss READ AND FOLLOW ALL NOTES ON THIS DRAVINGI % /� ssINPORTANT”FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ((1 83294PE REF LET-IN VERT Trusses require extreme care in fabricating, handling, shipping,Installing and bracing. Refer to and a i DATE 10/01/14 7, follow the latest edition of SCSI(Building Component Safety Information, by TPI and SBCA) for safety Npractices prior to performing these functions. Installers shall provide temporary bracing per SCSI. ` Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chor w, shall have a properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs DRWG GBLLETIN1014 (1 M I\ FI I )i shall have bracing Installed per BCSI sections 83, B7 or B10,as applicable. Apply plates to each face 07/20/2017 �LJ I I I�\II of truss and position as shown above and on the Joint Details,unless noted otherwise. �pC���±±± U v I Refer to drawings 160A-Z for standard plate positions. f�iyq�i.�9ON Alpine, a division of ITW Building Components Group Inc.shall not be responsible For any deviation from 4 LV/ AN ITW COMPANY this drawing, any failure to build the truss In conformance with ANSI/TP! 1,or for handling, shipping, N'', (� installation 6 bracing of trusse -'e L1'1a,�� MAX. TOT. LD. 60 PSF A seal on this drawing or cover page listing this drawing.Indicates acceptance of professional $ engineering responsibility solely for the design shown. The suitability and use of this drawing ell Tao* DUR, FAC. ANY 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 information see this Job's general notes page and these web sites: Renewal 8/30/2018 MAX. SPACING 24.0" ALPINE. www.alpineitw.coni TPI'www.tpinst.orgi SBCA. www.sbcindustry.orgi ICC, www.iccsafe.org ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffseners 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. 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. I I III al 2X4 Blocking nailed to 45° sheathing and11214111:111x `/each truss r, _y H �`1� ®_®_®_®_®_ ����i—o—�m� m 2X4 DF-L #2 H/2 or better diagonal brace. Attach each end X 6111 for 560#. ll ,, iiiiii 1 ■ ■,1i1` 4' R 1 ►�■�■ mm■mm■rimmi■®_i ■ ■ ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails. S ��D OFF weWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! (9� � � s/ REF GE WHALER w*ItIP1PTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS (1 4 83.2 °Pi la E Trusses require extreme care in Fabricating,handling, shipping, installing and bracing. Refer to and /ayi/ �. "` /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. T1 �\ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chor DRWG GABRST101014 G V w, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs �Ol�I(I� I7 I shall have bracing installed per BCSI sections B3,B7 or B10. as applicable. Apply plates to each face 07/20/2017 /Q J II\\\\VIJII i of truss and position as shown above antl on the Joint Details, unless noted otherwise. LLLIII I Refer to drawings 160A-Z for standard plate positions. AR AN ITW COMPANY Alpine,a division of ITV Building Components Group Inc. shall not be responsible for any deviation from �7'`�+ N this drawing,any failure to build the truss in conformance with ANSI/TPI I.or for handling, shipping, if; installation a bracing of trusse 4� ''LY t4,zO t� MAX. TOT. LD. 60 PSF A seal on this drawing or cover page listing this drawing,kwicates acceptance of professional e1�Tan engineering responsibility solely for the design shown. The suitability and use of this drawing * 13389 Lakefront Drive f or any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect. Earth City,MO 63045 For more information see this Job's general notes page and these web sites: ALPINE. www.alpineltw,coni TPI:www.tpinst.orgi SBCA. www.sbcindustry.orgi ICC. www.lccsafe.org Renewal 8/3012018 MAX. SPACING „_.. LR Reinforcinc verYoer Suostitution T-Reinforcement 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 l0d (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 \/ reinforcement type. /X\` T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scok Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scabs) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Mi 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 2-2x4OIE) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. OL() Center scab on wide face of web. Apply (1) scab to each face of web. IM 'c4 Sts% b�9 � l'tIGINet O wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING (V 83294PE T C LL PSF REF CLR S u b s t. wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and lk /^ follow the latest edition of SCSI <Building Component Safety Infornotion, by TPI and SBCA) for safety /' DL PSF DATE 10/01/14 NN practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly ottoched structural sheathing and bottom chor. BC DL PSF DRWG BRCLBSUB1014 w,, shall have o properly attached rigid ceiling. Locutions shown for permanent lateral restraint of webs 07/20/2017 O i shall have bracing installed per BCSI sections B3, B7 or BIG, as applicable. Apply plates to each face BC LL PSF of truss and position as shown above and on the Joint Details, unless noted otherwise. /�ppp��C///��� 1 , Refer to drawings 160A-Z for standard plate positions. t� o•}}yoN Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation From /I/ AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping. �(1 LY 14,20 . TOT. LD. PSF installation ti. bracing of trusse A seal on this drawing or cover page listing this drawing,indicates acceptance of professional e engineering responsibility solely for the design shown. The suitability and use of this drawing e H Tao DUR. FAC. 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites: Renewal 8/3112018 SPACING ALPINE. www.alpineitw.comi TPI:www.tpinst,orgi SBCA: www.sbcindustry.orgi ICG www.iccsafe.org BEARING BLOCK NAIL SPACING DETAIL MAXIMUM NUMBER OF NAIL LINES PARALLEL TO GRAIN CHORD SIZE MINIMUM SPACING FOR SINGLE BEARING BLOCK IS SHOWN. DOUBLE NAIL SPACINGS AND STAGGER NAIL TYPE 2X4 2X6 2X8 2X10 2X12 NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE REQUIRED TO AVOID SPLITTING. 8d BOX (0.113"X 2.5",MIN) 3 6 9 12 15 A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS OF NAILS (6 NAIL DIAMETERS) 10d BOX (0.128"X 3.",MIN) 3 5 7 10 12 B - SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) 0.128"X 3.25",MIN)C - END DISTANCE (15 NAIL DIAMETERS) 12d ( 3 5 7 10 12 16d BOX (0.135"X 3.5",MIN) 3 5 7 10 12 IF NAIL HOLES ARE PREBORED, SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW: O.BOX • SPACING MAY BE REDUCED BY 50% 2Od (0.148"X 4.",MIN) 2 4 5 6 8 ••SPACING MAY BE REDUCED BY 33% 8d COMMON (0.131"X 2.5",MIN) 3 5 7 10 12 BEARING BLOCK TO BE SAME SIZE AND SPECIES AS BOTTOM 1Od COMMON (0.148"X 3.",MIN) 2 4 6 8 10 CHORD. BLOCKS MAY BE ANY GRADE WITHIN THE SPECIES, 12d COMMON (0.148"X 3.25",MIN) 2 4 6 8 10 PROVIDED THE COMPRESSION PERPENDICULAR TO GRAIN 16d COMMON (0.162"X 3.5",MIN) 2 4 6 8 10 VALUE (Fc-perp) IS AT LEAST THAT OF THE CHORD. GUN (0.120"X 2.5",MIN) 3 6 8 11 14 GUN (0.131"X 2.5",MIN) 3 5 7 10 12 GUN (0.120"X 3.",MIN) 3 6 8 11 14 C** NAIL GUN (0.131"X 3.",MIN) 3 5 7 10 12 LINE • } A MINIMUM NAIL SPACING DISTANCES DISTANCES i , -- } { f f I 1 B* NAIL TYPE A B* C** f 11 11 11 11 1 8d BOX (0.113"X 2.5",MIN) 3/4" 1 3/8" 1 3/4" if if T T T B/2* 10d BOX (0.128"X 3.",MIN) 7/8" 1 5/8" 2" ----- if if } } f if } 12d BOX (0.128"X 3.25",MIN) 7/8" 1 5/8" 2" A 16d BOX (0.135"X 3.5",MIN) 7/8" 1 5/8" 2 1/8" ** 20d BOX (0.148"X 4.",MIN) 1" 1 7/8" 2 1/4" A A IA�AI C ON 8d COMMON (0.131"X 2.5",MIN) 7/8" 1 5/8" 2" OF LOAD AND NAIL ROWS lOd COMMON (0.148"X 3.",MIN) 1" 1 7/8" 2 1/4" 12d COMMON (0.148"X 3.25",MIN) 1" 1 7/8" 2 1/4" 16d COMMON (0.162"X 3.5",MIN) 1' 2" 2 1/2" GUN (0.120"X 2.5",MIN) 3/4" 1 1/2" 1 7/8" GUN (0.131"X 2.5",MIN) 7/8" 1 5/8" 2" LENGTH OF BLOCK SPECIFIED ON SEALED DESIGN GUN (0.120"X 3.",MIN) (12" MINIMUM - 24" MAXIMUM) •t � l:33/4" 1 1/2" 1 7/8""X 3.",MIN) 7/8" 1 5/8" 2" AlittlikLk G REPLACES DRAWING B139 AND CNBRGBLK0699 ■■WARNING■■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND /�/_ � REF BEARING BLOCK BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION),PUBLISHED BY TPI(TRUSS PLATE 1/7 INSTITUTE,218 NORTH LEE STR.,SUITE 312 ALEXANDRIA,VA.22314)AND WTCA(WOOD TRUSS COUNCIL OF AMERICA,6300 ENTERPRISE LN,MADISON, WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE DATE 2/23/07 FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 07/20/2017 DRWG CNBRGBLK0207 ■■IMPORTANT■■ FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ITW BCG, INC.,SHALL OREGON ALPINE NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN)ANY FAILURE TO BUILD THE TRUSS IN -ENG SJP/KAR DESIGNMANCE WITH TPI)OR FABRICATING,HANDLING,SHIPPING, INSTALLING& BRACING DF TRUSSES. _ ��7 ® / DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. `I LY 14,10 ITW, BCG CONNECTOR PLATES ARE MADE OF 20/18/I6GA(W,H/SS/K)ASTM A653 GRADE 40/60(W,K/H,SS) S eli Tar■t GALV.STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS S ITWBUILCNNG COMPONENTS GROUP,INC.DESIGN,POSITION PER DRAWINGS I60A-Z. ANY INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER POMPANO BEACH,FLORIDA ANNEX A3 OF TPI 1-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Renewal 6/3012018 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER,PER ANSI/TPI I SEC 2. Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x 4B (1) 1x4 'V Brace w (1) 2x4 'V Brace C (2) 2x4 'L' Brace *w (1) 2x6 'L' Brace i* (2) 2x6 'L' Brace *i 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: SPF #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir r #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' a1 / #2 Standard a2 Stud U Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard 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 Pinew*w 0) #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1" 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 J 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 zir #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d cu DFL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' U 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: SPF #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 _E_> #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 L U I I F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 a) O 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 Pine*** #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 a2 aJ , DFL #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shalt be SRB (Stress-Rated Board). Stud 5' S' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1" 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' ***For 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 d S P F #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. #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: LD <J F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O HStandard 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 plc 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>. P d #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 CU #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. rel DFL 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 About;'L Attach 'L' braces with lOd (0.128'x3.0' min) nails. �� able Truss � � no 18'1)end,onese andpace 4' o.c. between zones. r Diagonal brace option: �� **For (2> 'L' braces: space nails at 3' o.c. vertical length may be T in 18' end zones and 6' o.c. between zones. doubled when diagonal brace is used. Connect 18' 4tember� mIle ggthst be a minimum of 80% of web diagonal brace for 335# 'L' at each end. Max web Brace `'� Gable Vertical Plate Sizes total length is 14'. r 1 Vertical Length No Splice 2x4 DF-L a2 or I ■ Less than 4' 0' 1X4 or 2X3 better diagonal r -I#- Greater than 4' 0', but 2X4 Vertical length shown braces single less than 11' 6' in table above. or double cut 18' O l� Greater than 31' 6' 3X IN 45' (as shown) at L n�1 n■ 1i1 a Refer tot o common truss design for upper end. 0 G 4'J ' - - II<■ ■ I� �� ■ peak, splice, and heel plates. Connect diagonal at em / / / / Xontinuous Bearing II - O _ nRefer to the Building Designer for conditions /moi midpoint of vertical web. Refer to chart above for m.L a: te�iinl-' not addressed by this detail. **WARNING!■*READ AND FOLLOW ALL NOTES ON THIS DRAWING! 0REF" ASCE7-10-GAB12015 **BRPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING INC INSTALLERS. (v 83294PE 'Pliv � Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and DATE 10/01/14 ----N, follow the latest edition of BCS! (Building Component Safety Information,by TPI and SBCA)for safety 4 0,„,--- practices prior 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 \\ n, shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG A12015ENC101014 1i O I� fl I I shall have bracing installed per SCSI sections B3,B7 or .RIO,as opdkoble. Apply plates to each face Ail Ilf_ ) U\\\V\Llil I of truss and position as shown above and on the Joint Details,unless noted otherwise. 07/20/2017 l I Refer to drawings 160A-Z for standard plate positions. OREGON AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from / O/� this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, A� I WA'17 a. AX. TOT, LD. 60 PSF installation 6 bracing of trusses. V_ 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 drawing8 elf TE 73389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. e Earth City,MO 63045 For more information see this Job's general notes page and these web sites MAX. SPACING 24.0" ALPINE: www.alpineitw.comi TPI: www.tpinst.orgi SBCA:www.sbcindustry.orgi ICC www.lccsafe.org Renewal 613012018