The URL can be used to link to this page

Plans (383) SMS c �e� O5c \\--\kLA \kali! C . Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W 1B7175Z1802143605 Truss Fabricator: Truss Components of Oregon Job Identification: 0617005--JT ROTH CONSTRUCTION -las 22209A Hip 12" heel 1 -- VERIFY VERIFY, OR Model Code: IRC Truss Criteria: I RC2012/TP 1-2007(STD) , p PRQp., Engineering Software: Alpine proprietary truss analysis software. Versions 16.02, S& Truss Design Loads: Roof - 42 PSF # 1.15 Durationg �aG 1 N e Floor - N/A 1(j 83294PE Wind - 120 NPH (ASCE 7-10-Closed) tkr Notes: 1. Determination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of / -et�rta 50 0 record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 *sell Tan. R 111 ,; 612018 06/02/21 Beta iIs: BRCLBSUB-HIPFRANE- Subnitted by RTT 14:34:41 06-02-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 46614--A 17152505 06/01/17 2 46615--A1 17152504 06/01/17 3 46616--A2 17152493 06/01/17 4 46617--A3 17152494 06/01/17 5 46618--A4 17152480 06/01/17 6 46619--A5 17153129 06/02/17 7 46620--A6 17152502 06/01/17 8 46621--AG 17152498 06/01/17 9 46622--AGA 17152481 06/01/17 10 46623--AGB 17153139 06/02/17 11 46624--00 17153130 06/02/17 12 46625--C 17152506 06/01/17 13 46626--C1 17152503 06/01/17 14 46627--C2 17152507 06/01/17 15 46628--00 17153131 06/02/17 16 46629--116 17152486 06/01/17 17 46630--B 17152485 06/01/17 18 46631--61 17152499 06/01/17 19 46632--B2 17152500 06/01/17 20 46633--B3 17152501 06/01/17 21 46634--K 17152484 06/01/17 22 46635--KG 17152479 06/01/17 23 46636--HG 17153132 06/02/17 24 46637--EG 17153135 06/02/17 25 46638--FG 17152482 06/01/17 26 46639--F 17152483 06/01/17 27 46640--F1 17152496 06/01/17 28 46641--F2 17152490 06/01/17 29 46642--F3 17152491 06/01/17 30 46643--F4 17152492 06/01/17 31 46644--GO 17153133 06/02/17 32 46645--G 17152487 06/01/17 33 46646-41 17152488 06/01/17 34 46647-42 17152489 06/01/17 35 46648--G3 17153134 06/02/17 36 46649-44 17152495 06/01/17 37 46650--FG1 17152497 06/01/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - A ) Top chord 2x4 HF #2 The maximum horizontal reaction is 261# Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC (I) - plates so marked were sized using 0% Fabrication DL=4.2 psf. Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD No SIZE SHIFT BITE Deflection meets L/360 live and L/240 total load. Creep increase factor [ 4] W1.5X4 S 2.75 for dead load is 1.50. [ 7] W3X3 1.50 R 2.00 (S) PROVIDE CONNECTION OF 261# FOR SOFFIT AT WALL AND TAIL. DESIGN OF CONNECTION OF SOFFIT TO WALL AND SUPPORT OF SOFFIT BY THE JOB ENGINEER OR ARCHITECT OF RECORD. 1 .5X4 III 3X55----- 1 4I j 1-7-6 M gOM MIIIIIIIiibi ® 9-0-0 NI (S) 3X3 1 .5X4[4] III 3-0-0 1„12 1-4-15 _i, 11'12 1-8-7 —1-10-3-->i R=38 U=10 Over 2 Supports R=424 U=48 W=5.5" Rh=261 RL=92 Design Crit: IRC2012/TPI-2007(STD) �r, 'kep PROP 18 OR/-/1/-/-/R/- Scale =.5"/Ft. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.02. �- j j�Z Truss Components of Oregon (503357-2118 „I�DRfAxi�WARNINGI••READ AND Fouog ALL NOTES ON THIS ptAglNGI 4` 4 TC LL4ir25.0 PSF REF R7175- 46614_ 825 N 4th Ave,Cornelius OR97 13 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses require extreme care In fabricating, handling. shipping, Installing and bracing. Refer to and falls. DL 1 0.0 PSF DATE 06/01/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these v fprplry. Installers shall provide ngmandabo bracing per aeUnless noted otherwise, p rip dhcal shall have properlyo n attached structural sheathing re restraint ant bottom chord shall have a properly dtperhed BC BC DL 7.0 PSF DRW CAUSR7175 17152505 Odigibb Te srigidects calling. Locationsshownfor permanent lateral to each fa cP feta shell have bracing hownl edbo per DCS ,4 1 , I] sections B3. aT or unless a noted other Apply plates t ang face of truss and position as shim above and o 06/02/2017 I the Joint Details, wisps hetes ptherwlae. Refer to drawings soA-z for standard Pieta positions. BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this OREGON drawing,l any fellers to build the t pea In conformance with ANSI/7P! 1, or for handling, shipping, wll� WO 0� ' TOT.LD. 42.0 PSF SEAN- 1 3703 REV AN ITW COMPANY Instal latish s bracing or trusses, I� A w1 an this drwing or oyer paye lifting this drawing, Irolo.t...eo.Re.na.of prorawioesi engineering LY 14,2 t0 responsibility solely for the design mhos,. The suitability and g.a of this drawing for any structure 1.the OUR.FAC. 1 .15 FROM BB 8351 Novena Circle rwpd+Ibillty of the Building Designer per ANSI/TPI t Som.z. $el!Tar t. Sacramento,CA 95828 For more Information seeb this Jos general notes page and these web sites: SPACING 24.0" JREF- 1W1 B7175Z18 w ALPINE: w,alpineltw.com;TPI:ass.tpinst.orgi WTCA:www.sbdindustry.com; ICC:ww.iccsafe.org Renewal 8/8092018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - Al ) Top chord 2x4 HF #2 120 mph wind, 19.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure, for dead load is 1.50. JT PLATE LATERAL CHORD (S) PROVIDE CONNECTION OF 258# FOR SOFFIT AT WALL AND TAIL. No SIZE SHIFT BITE DESIGN OF CONNECTION OF SOFFIT TO WALL AND SUPPORT OF SOFFIT [ 3] W1.5X4 S 2.25 BY THE JOB ENGINEER OR ARCHITECT OF RECORD, 1.5X4 III 4 r— • / 3X5 2-3-6 '' 111 1 `0 18-0-0 3X5(R) III (S) 1.5 4[3] III F. 3-0-0 j12 3-6-11 �j2 11112 3-8-7 l 1.c 3-10-3 Over 2 Supports R=430 U=57 R=144 U=12 Rh=258 RL=84 W=5.5" Design Crit: IRC2012/TPI-2007(STD) R.'p PROF. PLT TYP. Wave FT/RT=2%(0% /4(0) 16,01.► , �... ., OR/-/1/-/-/R/- Scale =,5"/Ft. Truss Components ofOregon (503)357-?118 serwRluURNIS•HIS AIDNG OBALL ONNOTES RAONelsLUDINGDRAWING' {p /Qlt TC LL 25.0 PSF REF R7175- 46615 T IIPORTAIT FURNISH Txls DaYeIxB TO u1�xrn�C7°Rs IpCL gINC n�INSTALLERS. 825 N4 Ave,ComeliusOR97 13 Trusses Ire extreme re In fabricatin handling, shh l g ng, Refer to and follow 83294PE — ediBCSI PP og, Installing and)wadi w DL 1 0.0 PSF DATE 06/01/17 the latest edition of ncti ns.(Building Component a Saprov ie temporary by TPI and Y BCSI for safety tedco her prior v to performing these v fproplrly. Iachell sts shall provide ngmandebo tom hg per aUnless ery otherwise. , top chordl shall have pons son attached structural sheathing rhmr ant bottom chordtshall have a properlyisaattached BC DL 7 0 PSF DRW CAUSR7175 17152504 rigid teul.g. Locations sheen for permanent lateral restraint or webs shall have bracing installed per acs sections B3, B7 or B10, as applicable. Apply plates to each face oft ss and position as moan above and on06�02�20 17 I ele Joint Antalls, unless notetl otherwise. Refer to tlroel cgs 180A-2 For siandertl plate poll tions, A 11 ,Q N I Alpine, a division of ITM Builtli,g Components Group Inc. shell net be r.aponshble for any deviation from this 0 RECON BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, AN ITW COMFY,NY installation a bracing of trusses. C TOT.LD, 42.0 PSF SEQN- 86855 A seal on this dowing or savor pogo listing this drawing, lndicate..eeeptma.St prof..elonal.nginwring SLY 14,20� 0 responsibility solely for the design.Horn.'m•*tamability end use of this drawing for any etructare Is the s �" Car n . DUH.FAC. 1.15 FROM BB 8351 Rovana Cycle responslbity of the Building Designer ANs1/1P1 1 See.2. Sacramento,CA 95828 For more Information see this Job's general nos page and these web sites: SPACING 24.0" JREF- 1W1 B7175Z18 ALPINE: ww.elpineltw.com:TPI:xwwr.tpinst.org: 117CA:ees.ebcindustry.co0: ICC: sw.lccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - A2 ) Top chord 2x4 HF #2 120 mph wind, 19.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. JT PLATE LATERAL CHORD (S) PROVIDE CONNECTION OF 258# FOR SOFFIT TDATUWALL ALLTAND ND SOFFITTAIL. [o3] SIZEX4 E SHIFT BITE DTE DESIGN OF CONNECTION OF SOFFIT TO WALL BY THE JOB ENGINEER OR ARCHITECT OF RECORD. 1 .5X4 III I 4 il 3X5------- 2-11-6 M r J' 18-0-0 ' 3X5(R) III (S) 1.5X4[3] III 3-0-0 1`12_ 5-4-15 111.2 2 5-8-7 5-10-3 Over 2 Supports R=558 U=75 R=218 U=20 Rh=258 RL=84 W=5.5" Design Crit: IRC2012/TPI-2007(STD) ��igp PRoi PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.';`0 " ,11 Fo. •',� : OR/-/1/-/-/R/- Scale =.5"/Ft. srWARNINcIwr REVD AND FOLLOW ALL NODES ON THIS DRAWING! �C9 {G � ` PSF R7 - 46616 Truss 825N4th Ave, o melius 971157- 118 .*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRAMORS INCLUDING THE RmALLENS. gg294PE i TC LL 25.0REF 175 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and folioe no �,,,,.. safety practices ' DL 10.0 PSF DATE 06/01/17 the latest edition5heof nt (Building Cosha Safety rov Information, by TPI and WBCSI for prior 'W" to performing mese functions. Installers anon provide ng and be bracing per SCSI. Ue a pe noted atherhise. 17152493 rip mord shed!have properlyosnattached anentulai sheathing reitr ant bottom chord shah have n properly attached BC DL 7 0 PSF DRW CAUSR7175 rigid ceiling. Locations a eappn for permanentlates) restraint of feta shell have os trona an Installed per BCS ,4(�L�)0 sections 83, BT or Bio, as applicable. Apply plates to each raeer trussand position as shown shoes and on 06/02/2017 '1 the Joint Details, unless notedotherwise. Referto drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/CWC Alpin, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to bund the truss In conformance with ANSI/TPI 1.or for handling. shipping. IQ\ u- Q TOT.LD. 42.0 PSF SEQN- 86858 AN ITW COMPANY Inscal laden A bracing or trusses. �1I�q VLy ,20 /�, Aral en NI•droving or eoeer ppe lifting this drawing, holiest....pianos of profaesly a alslneerine �V 14 ti I responsibility solely mar the design.noon. in.eultabll Ity and of this drawing ter any atretero Is the `�L'1�,��`` DMR.FAC. 1.15 FROM BB 8351 Rovana Circle respanemnity of the Solidly Designer per AIISI/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- 1W1 B7175Z18 ALPINE: www.alpineitw.com: TPI: awa.tpinst.org; NTCA: rew,sbcinaustry.coel ICC: www.Iccsafe.org Renewal 8/8W2018 THIS IDAS PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - A3 ) Top chord 2x4 HF #2 The maximum horizontal reaction is 258# Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud 120 mph wind, 19.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live load DL=4.2 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. Right end vertical not exposed to wind pressure. (S) PROVIDE CONNECTION OF 258# FOR SOFFIT AT WALL AND TAIL. DESIGN OF CONNECTION OF SOFFIT TO WALL AND SUPPORT OF SOFFIT BY THE JOB ENGINEER OR ARCHITECT OF RECORD. 1.5X4 III / i 3X5 a °111' 3-7-12 1.5X44:---- .5X4 111 it .,il II 1 ■ �J +18-0-0 / 3X5(R) III 3X5(R) III (S) 2-11-2 1. X12 3-9-14 3-9-14 1"12 11 ' 2 7-9-8 I_ 7-11-4 Over 2 Supports R=583 U=68 W=5.5" R=327 U=38 Rh=258 RL=84 Design Crit: IRC2012/TPI-2007(STD) Ike PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.02.re •I"-0 1 26 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 '"INARNIAMaI''MEAD AND FOLLOW ALL NOTES ON THIS DRAWING, C'1� f(r 2 TC LL 25.0 PSF REF R7175- 46617 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THEbra Ing-ALLERr. 14/ 83294PE 'y Trusses require extreme dare In fabricating, handling, shipping, installing and bracing. Refer to and follow . DL 1 0.0 PSF DATE 06/01/17 the latest edition of BCS1 (Building Component Safety Information, by TPI and MICA) for safety practices prior ra to performing these functlona. Indeed srs shall provide cemporery bracing Par BCSI. Onless notatl otM1erwise _ top dhertl ween M1avr properly ettacM1etl structural aneatmne ane bottom shard when na..a a Properly atiamatl BC DL 7.0 PSF DRW CAUSR7175 17152494 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC A ILLE)1 N,oigkhk sections B3, ai sor, BIO, as applicable. Apply f plates dowing face of fru and position as shown above and on06/02/2017 the Jointne, Dawns, unless IT noted otherwise. Refer to Inc, ha,eno_Z a forstandard plate deviation BC LL 0.0 PSF CA-ENG BFR/CWC Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any tleviatlon Prom this OREGON tlnsany failure to build the t tea In do formande with ANSI/TPI 1. or far handling, shipping, N C TOT.LD. 42.0 PSF SEAN- 13705 REV AN ITW COMfi4NY installation a bracing of trusses. �/� V A wl en this drawing or ever page listing this drawing, Indlaates.eo.ptane.of prof.e.larl engineering Y It?14,20 ...lb r..pen.iblllty asl.ly for the Melon.roan. The suitability and u..of this drawing for any stricter.Is the S CUR.FAC. 1.15 FROM BB 8351 Rovanfl Circle reepenalbllity of the Building°.•loner per ANSI/TPI 1 Bea.2. set!Tan Sacramalto,CA95828 For more information see this Job's general notes page and these web sites, SPACING 24.0" JREF- 1W1B7175218 ALPINE: ray.alpineltw.com;TPI:www.tpinst.org%WTCA:ww.sbcindustry.com; ICC: wa.lccsafe.org Renewal 6/8012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - A4 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. JT PLATE LATERAL CHORD (S) PROVIDE CONNECTION OF 258# FOR SOFFIT AT WALL AND TAIL. No SIZE SHIFT BITE DESIGN OF CONNECTION OF SOFFIT TO WALL AND SUPPORT OF SOFFIT [ 3] W1.5X4 S 2.50 BY THE JOB ENGINEER OR ARCHITECT OF RECORD. 1.5X4 III r 4 g 3X5% 2-11-12 ._.igigigill1 M� _ ■,4 9-0-0 3X5(R) III (S) 1 .5X4[3] III L 3-0-0 1 1"12"12 5-7-12 �'?z 1"125-9-8 — 1 Lc 5-11-4 =] Over 2 Supports R=564 U=51 R=221 U=10 Rh=258 RL=84 W=5.5" Design Crit: IRC2012/TPI-2007(STD) CEOPROp� PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.► rr �G1111f� 0 A5 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 a WARNINoi.•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI U/ (� /1 `i TC LL 25.0 PSF REF R7175- 46618 825 N 4th Ave,Cornelius OR 97113 ...I1PONnwT.° FURNISH THIS DRAWING TO ALL CONTRACTOR'S INCLUDING THE INSTALLERS. L(/ 83294PE �' Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow ,,,, DL 10.0 PSF DATE 06/01/17 the latest edition of SCSI (Building Component Safety Information, by TPI and%TCA) for safety practices prior o performing those functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise. cop chord shell have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint or mobs shall have bracing installed per 8C BC DL 7.0 PSF DRW CAUSR7175 17152480 Ts sections B3, 87 or BIG. as applicable. Apply plates to each face of trussand position as shown above and on 06/02/2017 All 11=31iN I he Jelnt Details, unless noted otherwise. Refer to drawings 180A-Z for tandard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC J 1 Alpine, a division of IT%Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1,or far handling, shipping,d041911G. TOT.LD. 42.0 PSF SEQN- 86863 AN ITw COMPANY ;natal Ishan&bracing or trusses. .q As ✓ A.wl en this drawing or ewer peg.listing this drwring, Indle.ise acceptance of prof eeion&engineering 4 SLY 14,20V_ se responsibility solely far the d041911 deal. The use i suitability end e ar this drawing for any etructur. Is the A L�ell Tar \ DUR,FAC. 1 .15 FROM BB 8351 RGV3G8 Circle rr.ponslbl l ity or the Roliding Designer par ANSI/ Sena.1 1 S.a . v SncrNDento,CA 95828 For more information see this Jobs general notes Page and these web sites: SPACING 24.0" J REF- 1 W1 B7 1 7521 8 ALPINE: ww.alpineltw.com;TPI:wew,tpinst.org; RICA:ww.sbclndustry.com: ICC:wrw.iccsafe.org Renewal 8/30/2018 TNIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - A5) Top chord 2x4 HF #2 120 mph wind, 19.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 ID i • 4 1---- 3X5 1 2-11-6 11 1-0-0 M _. I, °J 016-0-0 imiiimlo ._ 3X5(R) III 1. X4 111 1"12 5-6-11 JJ2 1111 5-8-7 __ll I< 5-10-3 Over 2 Supports R=249 U=10 W=5.5" R=249 U=34 RL=40 Design Crit: IRC2012/TPI-2007(STD) „E:1 PROis PLT TYP. Wave FT/RT=29'x(0%)/4(0) 16.01.' * OG16. �' i0 OR/-/l/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 •wYWN1INGl wa READ AND FOLLOW ALL NOTES ON TNIs DRAWING! SP 4, /A 1. TC LL 25.0 PSF REF R7175- 46619 825 N 4th Ave,Cornelius OR 97113 aa1120moiTw. FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. �lll 83294PE 9 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow DL the latest edition of DCSI (Building Component Safety Information, by TPI and MICA) for safety practices prior '"" 10.0 PSFDATE 06/02/17 to performing these functions. Installers shall provide temporary bracing per aCs1. Unless noted otherwise^ top chord shall have properly attached structural Sheathing and bottom chord shall have a properly attached rigid ceiling. Locations sham for permanent lateral restraint of webs shall have bracing Installed per BC BC DL 7.0 PSF DRW CAUSR7175 17153129 "411 L��N sections 63, DT or BIG, as applicable. Apply plates to each faceoftrussand position as shown above and n 06/02/2017 1 the Joint 0 tailm, 000000ted otI,rriso. Rafe:to tlrawings 15GAd, rtandard plata pasltlona. BC LL 0.0 PSF CA-ENG BFR/RTT l Alpine, a divlelon of ITR Bulltling Componanta Group Inc. shell n t be:eapoalble for any tlevletlon from this OREGON i drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation&bracing of trusses. y, a� TOT.LD. 42.0 PSF SEQN- 116361 r Areawparlisibill'ty solelygfo dtbheeade lgn aaisn ll. liiiethis suitablility Slid)cates ws of�thi�s drrwiing far a structure la {/LY 14.2 0 responsibility of the Building Designer pa'ANSI/TPI I Seng. SS+a ej Tia A a� DUR.FAC, 1.15 FROM BB 8351 Rovana Circle ell Tao Secram&Ro,CA 95828 Far more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1111137175218 ALPINE: wsw.alpineltw.com: TPI: www.tpinst.org;KTCA: www.sbclndustry.ccm: ICC:www.iccsafe.org Renewal 6130/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MEN. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - A6 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. (S) PROVIDE CONNECTION OF 258# FOR SOFFIT AT WALL AND TAIL. DESIGN OF CONNECTION OF SOFFIT TO WALL AND SUPPORT OF SOFFIT BY THE JOB ENGINEER OR ARCHITECT OF RECORD. 1.5X4 III i i g 3X55=-- 4 3-7-12 1.5X4 111 i r MI 1 CJI -0-0 / — 3X5(R) III (S) 3X5(R) III 3-0-0 H 1"12 3-9-14 L. 3-9-14 lLj2 it 7-9-8 -1 Lc 7-11-4 R=583 U=47 Over 2 Supports R=330 U=18 Rh=258 RL=B4 W=5.5" Design Crit: IRC2012/TPI-2007(STD) V.'"PROF PLT TYP. Wave FT/RTor2%(0%)/4(0) 16.01 .Pe 6 �G1i§t-,,.. 6 1 OR/-/1/-/-/R/- Scale =.5"/Ft. • Truss Components of Oregon (503)357-2118 ••MARNINGI••BEAD AND FOLLOW ALL NOTES ON THIS ORANINCI (j AQ 1: TC LL 25.0 PSF REF R7175- 46620 825 N 4th Ave,Cornelius OR 97113 ,,DANT" FURNISH THIS DNgNING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1/./ 88294PE 7 Trusses require extreme re In fabricating, handling, shipping. Installing and bracing. Refer to and follow DL 1 0.0 PSF DATE 06/01/17 the latest edition ofSCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ..aai �'.` Ta to performing CMav fproperly taster lets churl provide temporary bracing per e,' Unless rotes attached,^ a� top chord shall these properly attachedInal ecru halal sheathing endpoi bottom chortl rM1SC have a properly otherwise. rigid ceiling. Locations shownfor permanent lateral restraint of webs,hall have bracing Installed per BC BC DL 7.0 PSF DRW CAUSR7175 17152502 A ILL 0[1 :::-Ions B3, B7 or BIG, ea aoppllcable. Apply plates to mach faceaof tru t pas ilio:as shwa above and o OL�OZ/fol 0 , tta Ueint Datalls, unless n tad othe wise. Refer drawings IBOA-Z fares andard plata Poditlan:l V LL 11/ BC LL 0.0 PSF CA-ENG BFR/CWC I Alpine, a division of ITN Building Components Group Inc, shall not de responsible for any deviation from this OREGON drawing, anyfailure to build the truss In conformance with ANSI/TPI t, or for handling, shipping. AN ITW COMPANY Installation a bracing of trusses. /0 Vh eC TOT.LD. 42.0 PSF SEQN- 86902 goal e1 an thin droning w ing or cover ppm 1Menlothis drawing, India..tea•aeaptwge of professional wglnoorIng G -.LV 14,26 t rompdelbilIty solely for the design Wham,. Tho suitability a use of this drawing for any=manure le til. 8351 Roves Circle reeponsibllity of the iIlding Designer per ANSI/TPI I SxS.2. sell Ta mi DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more Inferatian: b this Jos general notes page and these web sites: SPACING 24.0" JREF- 1W1B7175218 ALPINE:w.ru.alpineltw.com; TPI: waw.tpinst.org;MICA;oww.:bcindustry.com: ICC:vww.iccsafe.org Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - AG ) Top chord 2x4 HF #2 The maximum horizontal reaction is 615# Bot chord 2x6 HF SS Webs 2x4 HF Std/Stud 120 mph wind, 19.80 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :Lt Slider 2x4 HF #2: BLOCK LENGTH = 1.500' anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Hipjack supports 8-0-0 setback jacks. Jacks up to 7' have no webs. Deflection meets L/360 live and L/240 total load. Creep increase factor Longer jacks supported to BC. for dead load is 1.50. JT PLATE LATERAL CHORD (S) PROVIDE CONNECTION OF 615# FOR SOFFIT AT WALL AND TAIL. No SIZE SHIFT BITE DESIGN OF CONNECTION OF SOFFIT TO WALL AND SUPPORT OF SOFFIT [ 6] W3X5 S 3.25 BY THE JOB ENGINEER OR ARCHITECT OF RECORD. [ 7] W3X5 2.25 L 1.25 [10] W4X5 2.25 R 2.25 1.5X4 III , 2.83 F i — 3X5[7]-5- 3X5=-- %k (a) 3-7-6 3X10(E3) III - sag 18-0-0 i 3X5[6] III 4X5[10] ==- (S) 3X5(E3) I. 4-2-15 { 5-7-0 5-5-4 1. ..c2 5-7-0 5-7-0 11-1-15 ›- Over Over 2 Supports R=1136 U=125 W=7.778" R=1546 U=132 Rh=615 Design Crit: I RC2012/TPI-2007(STD) REO PROF '&._. PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.O2.�R oe•• i' •4 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **."WARNING!**READ AND FOLLOW iFoALL t1DTES ON THIS DRAWING, 'S� • y TC LL 25.0 PSF REF R7175- 46621 825 N 4th Ave,Comelius OR 97113 IORrANT FURNISH THIS DRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ((0 ' ' 83294PE p Trusses require extreme care In fabricating, handling, shipping, installing and bracing.Refer to and follow . DL 10.0 PSF DATE 06/01/17 the latest edition of SCSI (Building Component Safety Information. by TPI end MICA) for safety practices prior o performing these functions. Installers shall provide temporary bracing per BCSI, Unless noted otherwise,,411164, p top chord shell have properly attached structural sheathing and bottom chord shall heve a properly ettachetl BC DL 7.0 PSF DRW CAUSR71 75 17152498 rigid calling. Locations shown for permanent lateral restraint of webs shell have bracing Installed per BC ,4 i sections B3, 87 or B4O, as applicable. Apply plates to each faceoftrussand position as shown above e and on 06/02/20 17 I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandard plate positions. V L L BC LL 0.0 PSF CA-ENG BFR/CWC I Alpine, a tlivlslon oP ITV Building Components Group Inc. shall n be responslbla for any tlevietlon from this OREGON dnting, Coy&b ace go build she crass In conformance with ANSI/7PI ,, or for handling, shipping. TOT.LD. 42.0 PSF SEQN- 13707 REV AN ITW COMPANY Installation&bracing or trusses. f Aseal rwaponeibility saislyy for the ng or des listing this suitabilityanduse e?tills drrwing far•sstructure engineering 4.�/�, LY 14.20� N(51RDvanaClCJe nwpanalblllty of the Building Design per ANSI/TPI T Sac.a. ae fI Tao'♦ DUR.FAC. 1.15 FROM BB Sacramento.CA 95828 For more Information see this,Job's general notes page and these web sites: ! SPACING 24.0" J REF- 1 W1 67 1 7521 8 ALPINE: owe.elpineltw.com;TPI:wew.tpinst.org: NTCA: www,sbolndustry.cam; ICC: www,iccsafe,orp aan,mmal Atantanxt THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - AGA ) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 0 plf at -4.24 to 71 plf at 0.00 :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' TC- From 2 plf at 0.00 to 2 plf at 8.33 BC- From 2 plf at 0.00 to 2 plf at 8.33 120 mph wind, 19.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 130.14 lb Conc. Load at 2.72 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 287,97 lb Conc. Load at 5.55 DL=4.2 psf. Wind loads and reactions based on MWFRS. Hipjack supports 6-0-0 setback jacks. Jacks up to 7' have no webs. Longer jacks supported to BC. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor JT PLATE LATERAL CHORD for dead load is 1.50. No SIZE SHIFT BITE [ 6] W1.5X4 S 2.25 (S) PROVIDE CONNECTION OF 615# FOR SOFFIT AT WALL AND TAIL. [11] W3X5 1.25 R 2.00 DESIGN OF CONNECTION OF SOFFIT TO WALL AND SUPPORT OF SOFFIT BY THE JOB ENGINEER OR ARCHITECT OF RECORD. 1 .5X4 III 3X10(E3) III _ i 3X5 WA 2.83 I- 3X5 2-11-6 — _ J .0._18_0-0 1 1 .5X4[6] III 3X5(R)[11] III T (S) 3X5(E3) I- 4-2-15 P4-2-0 nl.11.c8-4-0 4-0-4 1"12 4-2-0 4-2-0 �• Over 2 Supports R=769 U=85 R=947 U=77 Rh=615 W=7.778" Design Crit: IRC2012/TPI-2007(STD) ^ P PROpS PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01 .18 ,agtElpolm, u ,v4 OR/-/1/-/-/R/- Scale =.5"/Ft. 2 ••WARNING!••READ AND FOLLOW ALL NOTES ON THIS DRAWING! ` Tr825 N 4th Ave, of ilius 971157- 118 s•I •,• FURNISH THIS DRAWING To A.I.CONTRACTORS INCLUDING THE INSTALLERS. ;L/� TC LL 25.0 PSF REF 87175- 46622 825 N 4th Ave,Cornelius OR 97113 Trusses require extrema SCS cera In ng Component SfetyI handling, shipping, installing end bracing. Refer e.and follow the latest ngeditionee of functions. (Building Component Safety Information, by TPI and WTCA) for safety pr i ea prier ,/'- 06/01/17 to performing these function.. (ached structural shell provide temporary tom hg per BCSall Unless pnotedroperly otherwise, '►' L 10 0 DATE P.- top chord shall have properly attachpe manentulaI lateral restraint and of web chord a hall have a properly tpechatl Wield caning. or 61 we sawn for permanent lateral o each fa oP feta shall have bracing Insta above per d o BC DL '7.0 PSF DRW CAUSR7175 17152481 sections B3. 67 or B10, es applicable. Apply plates to each Pace of trussend position as sawn above and o 06/02/2017 She Joint Details, unless noted otherwise. Refer to dreri,gs 180A-Z forstandard plate positions. �� 1 I Alpena, a division of ITW Building Components Group Inc. shell not be responsible for any deviation from this /� a,1 BC LL 0.0 PSF CA-ENG BFR/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, OREGON AN ITW COMPANY Installation A bracing or trusses. C TOT.LD. 42.0 PSF SEQN- 86923 04. f ALU Niel solelygf r ate.des listing. The suitability and to or this ddNrapf ingfo.. structure Ile the ng �I SLY 14,Z0O' 8351 Roma Circle responsibility of the Building Dwlaw.r per ANSI/1PI 1 S.d.2. ase/S Tans C OUR.FAC. 1 .15 FROM BB Saclomenlo,CA 95828 Far more Information see this Jobs general notes page and rheas web sites: SPACING 24.0" JREF- 1W1B7175Z18 ALPINE:wf.elpineltw.eom: TPI: wwww .tpinst.org; WTCA: w .sbclndustry.c ; ICC: wwm.lecsafe.org a.m.sn.raL aranr9n.gt THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617005--JT ROTH CONSTRUCTION —Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR — AGB) Top chord 2x4 HF #2 Special loads Bat chord 2x6 HF #2 (Lumber Dur.Fac,=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud: TC- From 0 plf at -4.24 to 71 plf at 0.00 :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' TC- From 2 plf at 0.00 to 2 plf at 10.16 BC- From 2 plf at 0.00 to 2 plf at 10.16 The maximum horizontal reaction is 499# BC- 130.14 lb Conc. Load at 2.72 BC- 287.97 lb Conc. Load at 5.55 120 mph wind, 19.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 466.51 lb Conc. Load at 8.38 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Right end vertical not exposed to wind pressure. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase (5) Provide structural soffit connection of +/-499# at wall to support factor for dead load is 1.50. overhang. Design of soffit connections to truss and support by Engineer or Architect of Record. 1.5X4 III ill 3X5=- 2,83 3X10(E3) III 3X5 I 111 *41111111. 3-4-9 IPmilioilmem MI noI lllII.IllIIl J 18-0 0 3X5 III 3X3-- (S) X3=(S) 3X5(E3) F4-2-15 5-0-15 �.e 4-11-3 1"1 2 5-0-15 5-0-15 1< 10-1-15 >I Over 2 Supports R=756 U=35 W=7.778" R=670 U=34 Rh=499 RL=-45 Design Crit: 1RC2012/TPI-2007(STD) I1 PRo1 . PLT TYP. Wave FT/RT=2%(0%)/4(0) 17.01.' If 'a S/ OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 •*WARN 1NGI•'READ AM)FOLLOW ALL NOTES ON THIS DRAWING, (� �N 6" � v2 TC LL 25.0 PSF REF R7175— 46623 825 N 4t Ave,Cornelius OR 97113 ...IMPORT/Kr" FURNISH THIS DRAWING US All CONTRACTORS INCLUDING THE IMTALLESS. Trusses require extreme care In fabricating, handling, Shipping, Installing and bracing. Refer to and follow 83294PE 7the latest edition of BCS, (Building component safety Information, by TPI and WTCA) for safety practices prior 0� W+'� DL 10.0 PSF DATE 06/02/17 to performing these functions. Installers Shall provide temporary bracing per SCSI. unless noted otherwise, •,.didillilikk . top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shorn for permanent lateral restraint of webs shalthave bracing installed per Bc- BC DL 7.0 PSF DRW CAUSR7175 17153139 ,4 �� sections B3, 67 or BtO, as applicable. Apply plates to each face of trussand position as shown above on 06/02 20 1 7 l the Joint Details, unless noted otherwise. Refer to drawings,BDA_Z for tandard plate positions. V 'L BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITW Building Components Group Inc.shall not be responsible for any deviation£ this OREGON drawing,a any failure ci to build thesea truss In conformance with ANSI/TPI ,,or far handling, shipping, OREGON TOT.LD. 42.0 PSF SEQN- 1 5945 REV AN ITW COMPANY Installation&bracing of trusses. i A mei an thisdrawing or cover page listing this drawing, indicates aboept/ince of profeealonal engineering ` SLY 14,10� 0 reepan.Ip. bl l Ity solely for the design show,. The suitability and,.e of this drawing for any structure la the Oft vt DUR.FAC. 1.15 FROM BB 8351 Rovana Circle ra. .Ibl Illy of the Building Drlgn.r per ANSI/IP1 1 Sad.2. eII Tao �o Job's Sacramento,CA 95828 For more information see this Jos general nos page and these web sites: i SPACING 24.0" JREF- 1W1 B7175Z18 ALPINE: www.alpinsita.com; TPI: wew.tpinst.org;WiCA:www.sbcindustry.com; ICC: eaw.lcesafe.org Ranowr,.l it[0.TII14141 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - CG) Top chord 2x4 DF-L 2400f-2.OE :T2 2x4 HF #2: Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 plf at -3.00 to 71 plf at 5.94 :Lt Slider 2x4 HF #2: BLOCK LENGTH = 1.979' TC- From 36 plf at 5.94 to 36 plf at 7.06 :Rt Slider 2x4 HF #2: BLOCK LENGTH = 1.979' TC- From 71 plf at 7.06 to 71 plf at 16.00 BC- From 4 plf at -3.00 to 4 plf at 0.00 120 mph wind, 19.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 plf at 0.00 to 14 plf at 5.95 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 7 plf at 5.95 to 7 plf at 7.05 DL=4.2 psf. BC- From 14 plf at 7.05 to 14 plf at 13.00 BC- From 4 plf at 13.00 to 4 plf at 16.00 Wind loads and reactions based on MWFRS. BC- 1167.76 lb Conc. Load at 5.95, 7.05 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 7] W4X5 S 2.75 [14] W4X8 S 2.50 T2 4X5= 4X5= 2X4 2 S 2X40 / 3X5ss 3X5izir 4 l- sto 01 4 :_1 1-12 .00 1-0-0 1-0- _ _ 4-18-0-0 _L 4X5[7] 5X10(E5) III 4X8[14] ==, 5X10(E5) III 3-0-0 2-9-14 5-I . 3-1-6 >I1-1-81� 3-1-6 5-11-4 2-9-14 I I, 5-11-4 _11 1-BI, 5-11-4 .,,J 1 13-0-0 Over 2 Supports { R=1923 U=182 W=5.5" R=1923 U=182 W=5.5" t�D PROp Design Crit: IRC2012/TPI-2007(STD) �,� 'FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.P 1 O 401k.E `r/b OR/ Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 "ntARNINGI"READ AM)FOLLOW ALL NOTES ON THIS DRAWING! 4' 83294P4'41 TC LL 25.0 PSF REF R7175- 46624 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING nee INSTALLERS. y Trusses require extreme care in fabricating,handling, shipping, Installing and bracing. Refer to and followCe DL 10.0 PSF DATE 06/02/17 the latest edition of SCSI (Building Component Safety Information, by TPI and wrCA) Per safety practices prior e to performing chase functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17153130 rigid telling. Lxatlona sham for permanent lateral restraint of webs shall have bracing Installed per BCSI A�L I1 Te the Jons 63, el or one as otedapplicable.OApply plates to each face of truss and position as shorn above and on 06/02/2017O the sections 3, 87 o, 610, a noted bA. Raper to as shorn BC LL 0.0 PSF CA-ENG BFR/STT 1 Alpine, a dlvisl, bf ITw Building Components Groep:::::,7:::%:-:.---:7:::::::-::::;on sppnfrau this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �!� C TOT.LD. 42.0 PSF SEQN- 116381 AN ITW COMPANY Instal lets on a bracing of trusses. M �LY'14,26� i0 . A wl on this drawing or dower page I(sting them drawing, eMlwtee aiespta oe of profiesoleni engineering 8351 Rovana Circle re iblllty solely Tor Building design Designer ANSI/TPI "'°'"e of this drawing for any structure Is the `'Sell Tai t DUR.FAC, 1.15 FROM BB Sacramento,CA 95828 For more informationsee this Job's general notes page end these web sites: SPACING 24.0" JREF- 1W1 B7175Z18 ALPINE:var.aipineltw.com;TPI:ew.tpinst.org;WTCA: emw.sbcindustry.com: ICC: ww.lccsafe.org Renewal 613012018 THIS ENG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel 1 -- VERIFY VERIFY, OR - C ) Top chord 2x4 DF-L #2 120 mph wind, 19.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W1.5X4 S 2.75 [12] W1.5X4 S 2.75 4X5= 4 I— Pia —14 1 3X5 3X5 3-2-0 1-0-0 18-0-0 V / 3X7 1.5X4[4] III 1.5X4[12] III 3-0-0 =-1 Lc 3-0-0 >I 6-6-0 >I< 6-6-0 6-6-0 L- 6-6-0 L. 6-6-0 ....A IC 13-0-0 Over 2 Supports R=779 U=79 W=5.5" R=779 U=79 W=5.5" RL=46/-46 Design Crit: I RC2012/TPI-2007(STD) ctREp PROA�s PLT TYP. Wave FT/RT=2g%g(O%)/4(0) 16.01.“ 0 (.4104&. 4'06 OR/-/1/-/-/R/- Scale =.375"/Ft. TrussComponentsofOregon (503)357-2118 eewARNINGIe}READ AID RUM ALL NOTES ON THIS DRAWING! ''° 'Z_ TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PER7 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 WTCA) for safety practices prior REF 106/01/17 5 — to performing these functions. Installers shall idsUnlessDL 10.0 PSF provide sheathing by bracing per all pr perry otherwise, DATE 6/01/1 7 46625 top chord shall have properly naopeed structural rat restraint and bottomb chord shall have aproperly attached BC DL 7.0 PSF rigid ncsuing, locations shown for permanent lateral restraint of webs shall nave bracing installed par Bcsi DRW CAUSR7175 17152506 ,4 rI J[]dAlltto sections 83. BT or BIO as applicable. Apply plates to each face of trussend position as sham above and on 06/02/2017 II I t„e Joint Retails, unless notetl otnarwisa. Refor to drawi,gs 180A-Z forstanda rd plate posltlons. BC LL I Alpine, a division of ITW Bulltling Components Group Ina. anal) opt„a responsible fpr any deviation frpm thin ©RECON 0.0 PSF CA-ENG BFR/CWC draaing, 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 `ZLY tfi TOT.LD. 42.0 PSF SEQN-seal en L111•drawing or sever Foga listing this drawing, IMlastw p p f reepeneiblllty solely for the design Noun. The suitability and ur of this droving for structure le w �4,20 0607 8351 Rovnna Circle responsibility of the Banding Designer per ANSI/TPI 1 Se.2. &sell Tao* 0 DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this general notes page and these web sites: SPACING 24.0” JREF- 1W1137175218ve ALPINE: eww.elPlneltw.cpm;TPI: ww.tPinuh.st.nrg; WTCA:www.sbcindustry..:pm; ICC: wxw.iccsafa.org Renewed 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - Cl ) Top chord 2x4 DF-L #2 :T2 2x4 DF-L #1&Bet.: 120 mph wind, 19.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 2] W1.5X4 S 2.50 [11] W1.5X4 S 2.75 4X5(R) III r si --14 4 F-- 3X5--9- T2 3X5 3-2-0 1-0-0 1-0-0 -0 _--EEEE— IT ah 18-0-0 3X7 1.5X4[2] III 1 .5X4[11] III Lc 3-0-0 6-6-0 ,< 6-6-0 y 6-6-0 6-6-0 I_ 6-6-0 _I_ 6-6-0 _I lac 13-0-0 Over 2 Supports R=527 U=42 W=5.5" R=805 U=83 W=5.5" RL=34/-32 aspPRO,-, Design Crit: IRC2012/TPI-2007(STD) iGasp S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .Pt U g OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components (503)357-2118 "IIARNINGIe•IEADAND FOLLONAL NOTES oNTHlsmurlxcl 064 �Q `l' TC LL 25.0 PSF REF R7175- 46626 825 N 4[h Ave,Cornelius OR 97113 po •fIMPORTANTea FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �4/ 83294PE 7 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 WTCA) for eafoty practices prior „ DL 10.0 PSF DATE 06/01/17 to performing chhav functions. Installers shall provide temporary tomelhg per all Unless pery otherwise. USR71 1 2503 top chord ei shell have properlyo attached structural sheathing end bottom chord shall have a properlyInsattachedeBC DL 7 0 PSF DRW CA 75 1 7 5 dilikk rigid Belling. or 01 ,Locations shown for permanent lateral each int of feta shall have bracing shown per WSJ L A��O)0 sections B3, B]or DTD, as applicable. Apply plates to each face of truss and position as shwn above and on OV�o2�2Q 17 1 the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/CWC 1 Alpine, a division of RTW Building Components Group Inc. shell not be responsible for any deviation from this 6/0 20 1 7 1 drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, 64 C TOT.LD. 42.0 PSF SEQN- 86882 AN ITw COMR4NY Installation&bracing of trusses. LY 44 26 ,e,pnaw A*sal on this drawing or ooear pogo listing this drawing, indicates oSasebo of profdearri loagirlssrlrg f reslbillty solely for the design shown. Ti..suitability she erne of this drwlrg far any structure is the S$�"Tall, OUR.FAC. 1.15 FROM BB 8351 Roma Circle rseponslbli lty of the Bul Iding Designer per ANSI/TPI 1 Sas.a. Q Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" J REF- 1 W1 B7 1 7521 8 ALPINE:www.alpineite.com;TPI: eea.tpinst.org;WTCA:aww.sbclnduetry.cem; ICC: .icesefe.erg Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel 1 -- VERIFY VERIFY, OR - C2 ) Top chord 2x4 DF-L #2 :T2 2x4 DF-L #1&Bet.: 120 mph wind, 19.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 2] W1.5X4 S 2.50 [11] W1.5X4 S 2.75 4X5(R) III r e --74 4 F-- 3X5 - 3X5--z=--.- 3-2-0 4 Geo 1-0-01-0-0 III [1 4018-0-0 If i 1.5X4[2] III 3X7= 1.5X4[11] III I. 3-0-0 '] I< 6-6-0 ?`< 6-6-0 6-6-0 6-6-0 6-6-0 13-0-0 Over 2 Supports -{ R=527 U=42 R=805 U=83 W=5.5" RL=34/-32 „EO PROpL, Design Crit: IRC2012/TPI-2007(STD) .('�G S' PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.6) ,CONE .o s OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components ofOre on (503)357-2118 "WARNtNGt"READ AND FOLLOW ALL ROTES ON THIS DRAWING' �(I(/ 4. 8324APE p TC LL 25.0 PSF REF R7175- 46627 po g ...IMPORTANT,. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE IRSTALLERS. 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme care In ng Caa,eting, handling, shipping, Installing and bracing.Refer to and follow ,,,yp,^�+ the latest edition of BCSI (Building Component Safety Information, by TPI and RTCA) for safety practices prior ,! .� IL 10.0 PSF DATE 06/01/17 to performing these functions, Installers shall provide temporary bracing per BCSI. Unless noted otherwise, .411111htop chord shall have properly attached structural sheathing and bottom chord shall have a properly...bed :C DL 7.0 PSF DRW CAUSR7175 17 152s07 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 06/02/20 17 n ` Ta sections 83, BT or Big, as applicable. Apply plates to each face of truss and position as shown above and on V L L l A'I (�IIEIN II . the Joint Retells, unless noted otherwise. Refer to drawings I60A_z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/CWC Ill_TJ—J I Alpine, a division of ITO Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TP1 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses, e wLY 1, 2°P el TOT.LD. 42.0 PSF SEQN- 86885 A seal an this drawing or Banal pp.listing this drawing, Indlast...oe.pt.nos of prafseslenl sngirwring 9 r..penelbIllty solely for the design sham. The.ultebIllty and Iw of this drawing far any etreatare la the ssell Tar* DUR.FAC. 1.15 FROM BB 8351 Royale Curieraapm» n Iblllty of Oh.Building Desigper AaSI/TPI 1 S.e.R. Sacramento,CA 95828 For more infarwatian see this Job's general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1W1 B7175Z18 ALPINE: wwv alpinelte,com:TPI: w,m.tpinst.org:WTCA:waw,sbcindustry.com: ICC: www.iccsafe.org s THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel 1 -- VERIFY VERIFY, OR - DG) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQU I RED I Bot chord 2x6 HF #2 Webs 2x4 HF Std/Stud Nail Schedule:0.120"x3", min. nails :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Top Chord: 1 Row 012.00" o.c. . Bot Chord: 1 Row 3.25" o.c, Special loads Webs : 1 Row w 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 71 plf at 0.00 to 71 plf at 7.23 in each row to avoid splitting. TC- From 71 plf at 7.23 to 71 plf at 7.73 BC- From 7 plf at 0.00 to 7 plf at 7.73 120 mph wind, 20.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 526.97 lb Conc. Load at 2.00, 4.00, 6.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 627.80 lb Conc. Load at 7.18 DL=4.2 psf. Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 .5X4 III 4X5(R) III 4 I '—n a r 3X5 3X5 1 II 3-3-8 3-4-15 b 11111111111111111111111111111111111111 4_18-0-0 3X511 3X5 3X10(E5) III 1 .5X4111 E` 3-5-10 >I< 3-9-26" L 7-2-12 Q.,1) I 7-8-12 Over 2 Supports R=1109 U=112 W=5.5" R=1703 11=147 Eo PROp1, Design Crit: IRC2012/TPI-2007(STD) A. +S',Si PLT TYP. Wave FT/RT=2%(0%x)/4(0) 16.01.1e B Q,6 N s . "0 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components (503)357-2118 ••MARNINGI ae READ AND FOLLOW AL.NOTES ON THIS DRAWING! (u I" REF R7175- 46628_ p I FINNISH THIS DRAINING To Au walla oRs INCLUDING THE INSTALLERS. 83294PE TC LL 25.0 PSF 825 N 4tH Ave,Cornelius OR 97113 ...IMPORTANT.* Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior DL 10.0 PSF DATE 06/02/17 Ta to perforging these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord shall nave a properly attached i C DL 7.0 PSF DRW CAUSR7175 17153131 rigid ceiling. Locations sham far permanent lateral restraint of webs shall have bracing Installed per SCSI 06/02/20 1 7 A�—L�)� 1 sections 63, 87 or 810, as applicable. Apply plates to each face of trussandposition as shown above and on -:-47:7::::' M1e Joint Details, ameba noted otha,vise. Refer to drawings 180A_Z far s antlard plata pa.ltiena. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine,a divlslon of ITN Bulltling Components Group Inc. :hell not be responsible for any tl.vietlon from this drawing, any failure to f ildtru the truss In conformance with ANSI/TPI 1, or for handling, snipping, 14Y 14,ac0' '(0 TOT.LD. 42.0 PSF SEQN- 116367 AN ITW COMR4NY Installation, any 8 bracing of trusses. G e A awl en this drawing or cover paps lifting this drawing. indicate.soo.pta a.of professional engineering " . reepensresponsibility solely tthee Buil the design ANSI.TThe P�`11 1101 2.and"'of tnla drawing for any structure I.the ell Tar OUR.FAC. 1 .15 FROM BB 8351 Rovana Cimle + Sacramento,CA95828 For more Information see thea Job's general notes page and these web site:: Renewal 613012018 SPACING 24.0" JREF- 1W1 B7175Z18 ALPINE: ww,alpineltw.com:TPI: ww.tpinst.org: WTCA:www.sbcindustry.tom; ICC: ww.iccoefe.ere THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - BG ) To chord 2x4 HF 2 Negative reaction(s) of -299# MAX. (See below) from a non-wind load case Bot chord 2x6 HF S :B2 2x6 HF #2: requires uplift connection. Webs 2x4 F td/Stud :W2 2x4DF-L Std/Stud: :W4, W5 2x4 HF #2: The maximum horizontal reaction is 296# Lt glider 2x4 HF #2: BLOCK LENGTH = 1.500':Rt Bearing Leg 2x4 HF 120 mph wind, 15.00 ftmean hgt ASCE 7-10, CLOSED bldgLocated Std/Stud: p9 anywhere in roof, RISK AT II, EXP wind T DL=4.2 psi, wind BC DL=4.2 Special loads ps (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC From 71 plf at -3.00 to 71 plf at 7.94 Wind loads and reactions based on MWFRS. TC- From 36 plf at 7.94 to 36 plf at 12.00 TC- From 71 plf at 12.00 to 71 plf at 15.00 Right end vertical not exposed to wind pressure. BC- From 14 plf at 0.00 to 14 plf at 7.95 Be,- From 7 plf at 7.95 to 7 plf at 12.94 (a) Continuous lateral restraint equally spaced on member. BC- From 14 plf at 1 52 to 14 plf at 15.00 In lieu of structuralpanels use purlins to brace all flat TC @ 24" OC. 5� �- 1$81.27 lb Conc. Load at 7.95 BG_ 337.00 lb onc. Load at 10.00,12.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load BBCC 32227.0 lb Conc. Load at 14.00 applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor (g) p 0 IDEE CO NE TION OF 2p55 # FpR g0 FIT AT �yA[L AND TAI[ for dead load is 1.50, DESIGN OF E0IWICT ON QF SOFF T TO WALL AND SUPPORT OF SOFFIT JT PLATE LATERAL CHORD BY THE JOB ENG NE R OKR AR HI ECT OF RECORD. No SIZEgSHIFT BITEE '133 W6X8 3525 R 4.50 '18 W3X5 S 3.75 6X8= 1012= 3X5(R) III 4 r- I� 1.5X4 (a) W5 W4 3X5 3-6-5 3-7-12 5X10(E5) III /e SIMI +10-0-0 5/0111001 am NM - 3X5[23] III MI III - 9-0-0 / 1 5X7(R)[7] III W:=. 4)11(112= B2 6X8(R)[13] 3X: R III (S) >I<1-6-8J 13-5-8 3-0-0 3-11-10 3-11-10 4-10-4 0": 1-4-0 7-9-8 5-1-12 1-5-12 (.< 7-11-4 -,I_ 7-0-12 I 12-11-4 -J77.77-7571-2->' I 18-0-0 Over 4 Supports >I R=1561 U=135 W=5.5" R=2739 U=227 W=5.5" Rh=296 RL=-47 R=12/-299 Rw=30 QED PRop Design Crit: IRC2012/TPI-2007(STD) A. S' PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01..14-0 C69H Fit C) OR/-/1/-/-/R/- Scale =.375"/Ft. eaWARNINGI e'REM AND FOLLOW ALL NOTES ON THIS DRAWING, 83294PE p TC LL 25.0 PSF REF R7175- 46629 Truss Components Of Oregon (503)357-_118 411 **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 825 N 4th Ave,Cornelius OR 97113 and bracing.n Refer to Trusses require extrema care In fabricating, handling, shipping. Installing g. and fallow ,.a.,"' DL 10.0 PSF DATE 06/01/17 the latest editlen of BCS1 (Bullding Component Sa peCy Information, by TPI end PTCA)for safety practi Des prior /146\ s to perform Ing these Tproperly. Installers churl provide temporary tom c g par all a air perry otherwise, top chord shell neve properly attached structural sheathing and bottom chord shell have a properly attached :C DL - 7.0 PSF DRW rigid caning. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS1 06/02/2017 CAUSR7175 17152486 A[LF) N •, thesectionsJoin B3, 97 or 810, as noted Apply plates to each faceoftrussand position e as shown above and on the Joint Decal&., unless n ea aCherml%. Refer to drawings 190A-z fertanaartl plata positions. 10 OREGON BC LL 0.0 PSF CA-ENG PBC/CWC I Alpine, a division of 7:Bullding Components Group Inc. shall n t be responsible for any deviatlen fro this droving, any fellure to bulitl the t u s In conformance with WeSI/TPI ,. or Ter handllog, shIppIng. od' �� TOT.LD. 42.0 PSF AN ITP COMPANY inatallatlon a bracing of trusses, /- 14Y14,210 SEQN- 87308 A Nal on thin drawing or moor paps listing this drawing, indicates soe.ptanes of profs aleel empowering Y a. y. 11� t raspvrihi illy Maly for tie dung,shawl. Th.suite&1ihy and use of this drawing for any structure I.the oS.ell Tar.` DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle respenMi albIllty of CC.Building Designer par OI/TPI 1 S.e.2. Sacramento,CA 91828 For more Information see this Job's general notes page end these web altos: Renewal 6/30/2018 SPACING 24.0" JREF- 1W187175Z18 ALPINE: www.alpineitw,com: TPI:ww.tpinst.org: PTCA: www.sbcindustry.com: ICC: awm.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - B ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC 5 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. (S) PROVIDE CONNECTION OF 192# FOR SOFFIT AT WALL AND TAIL. DESIGN OF CONNECTION OF SOFFIT TO WALL AND SUPPORT OF SOFFIT BY THE JOB ENGINEER OR ARCHITECT OF RECORD. 4X5 1 .5X4 III 4- / r B 3X5 4 4-2-3 4-3-12 1.5X4 III i III Ui G 9-0-0 1 _ _ _ _ 3X5= (S) 3X5(R) III 3X5(R) III Is 3-0-0 4-11-10 I_ 9-11-4 4-11-10 ›l-c 3-0-7 3-0-7 �1- 12-11-11 1 Over 2 Supports R=785 U=47 W=5.5" R=532 U=29 Rh=192 RL=91 et, PROF- Design Crit: IRC2012/TPI-2007(STD) S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.02.e • 0 004 pg Ate' OR/-/1/-/-/R/- Scale =.375"/Ft. ••wARxlxcl••NEM uIg FOLLOW ALL NOTES ON TRIS DRAWING! (GP °'A ti TC LL 25.0 PSF REF R7175- 46630 TrussComponentsofOregon 971157-_118 ,•IMPBRruT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE IMALLEn. , 83204PE 7 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing.Refer to and fellow the latest atlitlon of BC51 (Building Component Safety Information, by TPI and wTCA) for safety practices prior DL 10.0 PSF DATE 06/01/17 Te to performing Sha tM1hav Pproperly ce structural tners churl Provide temporary bracing per shall Unlaces notedproperly attachotherwise, .. _ top chord anon nava properly attached stru t Tal sheathing Ona bottom eMrtl shall nava a properly attach9a :C DL 7.0 PSF DRW CAUSR7175 17152485 rigid telling. Locations shorn for permanent lateral restraint of webs shall have bracing Installed per BCSI A Lo)� ; sections 83, 87 or 810, as applicable. Apply Plates Co each face of trussand position es Shen above.M on 06/02/2017 the Jd,nt Details, u:77..::-1:::7--...:n: nless noted otherwlr. Refer to 7.:-.:::.1.6::-.:b:.:0:::::::::::-.7-7 rawing:1BOA-z PertanaaAl Plate pO:itlena. OREGON BC LL 0.0 PSF CA-ENG BFR/CWC NI I Alpine, a tlivision of ITR Bulltling Components Group Ina :hall not be responsible for any devlet Aon Prom this �i.� drawing. any failure to build the truss in conformance with ANSI/TRU 1, or for handling, shipping, Imo, TOT.LD. 42.0 PSF SEQN- 13716 REV AN ITW COMPANY Installation a bracing of trusses, /_ _(�4y 14 20 (I A awl en this droving or ewer page listing this drwing, Indicates sweep encs of profralyn.l engineering V�(�S DUR.FAC. 1.15 FROM BB 1 rrpwiblllty*elegy for the Assign Moen. The suitability and use eT chi.drawing Tor any structure Is the V ��... 8351 Rovana Circle re.pensiblllty of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" J REF- 1 W1 B7 1 7 5Z1 8 ALPINE: www ,alpineitw.con:TPI:w ,tpinst,orgi 'RCA:wwww.lccsafe.org ICC:w ,Iccsafe.org Renewals/30/2018 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005 -JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - Bl ) Top chord 2x4 DF-L 2400f-2.OE :T2 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W4 2x4 HF #2: DL=4.2 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W1.5X4 S 2.75 [ 6] W3X7 S 1.25 1.5X4 III 4X5.-- T2 1711 / , 1 ,5X4M II q 4-10-3 4-11-12 3X5 1-0-0 M .mm III 1 �110 9-0-0 / 3X7[6] = 3X5(R) III 1 .5X4[3] III l< 3-0-0 >1 5-11-10 5-11-10 -0-1 5-11-10 7-0-6 1-0-12 I_ 11-11-4 _I— J Fc 13-0-0 Over 2 Supports 3 PP { R=805 U=31 W=5.5" R=527 U=32 RL=82/-26 EO PROp- Design Crit: IRC2012/TPI-2007(STD) �,Fa FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ..4 u di' OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ••wARNINGt••READ AND FOLLOW ALL NOTES ON THIS DRAWING! �li� �� ' TC LL 25.0 PSF REF R7175— 46631 h •'Irroarum• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE IMSTeLLAltS. 14, 8�294PE Zf 825N4t Ave,Ave,COrnel(USOR97 13 Trusses require extreme In fabricating, handl snipping, installingand bracing. Refer to and follow Q•' care .. n dr'•' DL 10.0 PSF DATE 06/01/17 the latest nng then of functions. ns. Installers Component Safety Ie temporary by TPI and RICA) Por safety ted otherwise. prior o performing these(properly Iachellera shall provide tempore ry tombrahg per allBCSUnless properly otherwise. rig dhcei ceiling. have Properly attached structural sheathing and notteb chord shall have a properly d par :C DL 7.0 PSF DRW 0111,164 rigid nsi ling, oB ,Locations shown car permanentllatest oesnob nt of fete shall have bracing installed above e and dcol 06/02/2017 CAUSR7175 17152499 B1 T! sections B3. BT or 810, as applicable. Apply plates to each face of trussand position as shown above on A EIE I1 N I he Joint Details. unless noted Otherwise. Refer to drawings 180o_z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/CWC lu- J 1 Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. �/jEy 14xo$ TOT.LD. 42.0 PSF SEQN— 86908 A seal on this drawing or sonar pegs I(sting this drawing, Inductee nb.ptmne•or prof..slolrl rpllwrleg T , responsibility solely for the design aharl. The suitability and see of this drawing for any structure i.the SS.@'�, l a�• DUR.FAC. 1.15 FROM BB 8351 ROvana Circle responsibility of the Building Designer per ANSI/TPI 1 S.e.2. Sacraments,CA 95828 Far more Information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W1B7175Z18 ALPINE: w.e.alpineltw.com;TPI: ww.tpinst.Org;YTCA; wew.sbclndustry.coa; ICC:sew.iccsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - B2 ) 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W1.5X4 S 2.75 1 .5X4 III i 3X5 i 5-4-0 4 1— X5 0 1-0-0 M �Jil 'i 9-0-0 ! 3X5= 3X5(R) III 1 .5X4[3] III 4 ---3-0-0 1"12 2 6-4-4 6-4-4 1Lj 1''i� 6-4-4 I 6-6-0 'I 1 2 Ic 13-0-0 Over 2 Supports " >{ R=805 U=29 W=5.5" R=527 U=34 RL=88/-27 ��0p PROF.,S Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01., 1u cle4 E ' * OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 '•WuwlNbi"'READ AND FORALL MYTES°"NIS1xw11At C1 �� c'Q TC LL 25.0 PSF REF R7175— 46632 825 N 4th Ave,Cornelius OR 97113 "I�11iANT" FURNISH THIS DRAWING TO ALL CONTRAOMRS INCLW IMG THE INSTALLERS. $3294PE Q Tresses re Ire extreme care In fabricating. handling, shipping, Installing and bracing. Refer to and follow t r,,,, DL 10.0 PSF DATE 06/01/17 the latest edition of BCS( (Building Component Safety Information. by TPI and RICA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS( C 21^ :C DL 7.0 PSF DRW CAUSR7175 17152500 .4�� sections B3, B7 or B10, as applicable. Apply plates to each face of trusst and position as shown above and o 06/02/201 7 0 the Joint Details, unless noted otherwise. Refer to drawings,BOA-Z terendard plate positions. n OREGON BC LL 0.0 PSF CA-ENG BFR/CWC I Alpine. a division of ITR Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the t ass In conformance With ANSI/TPI 1, or ter handling. shipping, *�''IA, "b �' TOT.LD. 42.0 PSF SEQN- 8691 0 AN ITW COMPANY installation A bracing of trusses. LY 14,26 A owl on this droving or cover page listing this dossing, IMloetes weespttlge of professional engineering 8351 Rovana Circle mponsIbI I Ity solelyof tforBuilding�g .ANS1/Psuitability Daa of this drawing for any structure I.in. SAa elf Tan 4 DUR,FAC. 1 .'15 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W167175Z18 ALPINE:wee.alpinelta,com; TPI: mww.tpinst.urg; MICA:www.sbcindustry.cm: ICC: w.iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - B3 ) Top chord 2x4 HF #2 The maximum horizontal reaction is 208# Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live load DL=4.2 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. Right end vertical not exposed to wind pressure. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W1.5X4 S 2.50 (S) PROVIDE CONNECTION OF 208# FOR SOFFIT AT WALL AND TAIL. DESIGN OF CONNECTION OF SOFFIT TO WALL AND SUPPORT OF SOFFIT BY THE JOB ENGINEER OR ARCHITECT OF RECORD. 2X4111 i 4i il 3-4-0 3X5 .j 9-0-0 —�� 3X5(R) III (S) 1.5X4[4] III 3-0-0 '121'12 � 6-8-8 � 1`'12 6-10-4 -10-4 `I k 7-0-0 Over 2 Supports R=555 U=40 W=5.5" R=277 U=16 Rh=208/-166 RL=71 �¢EO PROD Design Crit: IRC2012/TPI-2007(STD) �( `r§. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.02..'0"AQ'`R F I Y'a: OR/-/1/-/-/R/- Scale =.5"/Ft. o ••wARRINGI••READ AND FOLLOW AL1.Nom ON THIS DIMINO! (4 83294PE - TC LL 25.0 PSF REF R7175- 46633 Truss N Onen,BofOregon (503 357-..118 FURNISH THIS DRAWING TO.I, CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 9713 Trusses requireextremein fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and BTCA) for safety practices prior follow „, L 10.0 PSF DATE 06/01/17 to performing these functions. Installers shall provide temporary bracing par BCSI. Unless noted otherwise, ,011664, op chord shall have properly attached struts"ral sheathing and bottom chord shall have a properly attached CAUSR7175 17152501 rigid ceiling. Locations shown for permanentlateral restraint of webs shall have bracing Installed par BCSI 06/02/2017 :C DL 7.0 PSF DRW , 1 1I L1)0 N E ". sections BD, 87 n, unl as noted other. Apply. R fplates to wing faceoftau and position as shown above and on the Join[Details, unless noted otherwise. Rarer to Inc. ha 180o-Z a forstandardplata any deviation OREGON :C LL 0.0 PSF CA—ENG BFR/CWC Alpine, a y fluor or Ibu Building Components Group Inc. shell not be responsible for any tlpping,on from this drawing, any failure to build the truss In conformance with ANSI RPI 1, or fur handling, snipping, r•L(,y 14.26 t� TOT.LD. 42.0 PSF SEQN- 13718 REV AN ITW COMPANY Installation A bracing of trusses. 4 A era on this drawing or cover page listing this drawing, indicates sauptance of professional Nvinserinp Ss�1!Tan'. DUR.FAC. 1.15 FROM BB r responsibility solely for the Orlon Kwan. The suitability and we of this drawing for any structure is the 8351 ROvalla Circle rmapenalbllity or the Building Designer per ANSI/TAI I Sen.D. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites, Renewal 8!3012018 SPACING 24.01" JREF- 1W1B7175Z18 ALPINE: www.alpineltw.com;TPI:ww.tpinst.org;Weft, ww.sbcindustry.com; ICC: wew.lccsafe.org t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - K ) Top chord 2x4 HF #2 The maximum horizontal reaction is 262# Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud Wind loads and reactions based on MWFRS with additional C&C member design. 120 mph wind, 18.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=4.2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live psf. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor JT PLATE LATERAL CHORD for dead load is 1,50. No SIZE SHIFT BITE (S) PROVIDE CONNECTION OF 262# FOR SOFFIT AT WALL AND TAIL. [ 4] W1.5X4 S 2.50 DESIGN OF CONNECTION OF SOFFIT TO WALL AND SUPPORT OF SOFFIT BY THE JOB ENGINEER OR ARCHITECT OF RECORD. 1.5X4 III 3X5 4 .inims 1-8-0 him_ 1 18-0-0 -- -- (S) -- � 3X3----- 1 .5X4[4] X3=1 .5X4[4] III F- 2-10-15 1"12 1-8-8 j2 I. ---2-0-0----=.1 R=47 U=3 Over 2 Supports R=420 U=64 W=5,5" Rh=262 RL=84/-24 itsOPROF,. Design Crit: IRC2012/TPI-2007(STD) .�. SS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.02.44--0• '9,j,Qd N F Yv, OR/-/1/-/-/R/- Scale =.5"/Ft. II, Truss Components otOregon (503)357-2118 "WARNING!"READ AND FOLLOW Au NOTES ON THIS ORARINGI 83294PE ` • TC LL 25.0 PSF 825 N of Ave,COmeIIUS OR 97113 "IIPORTANT'm FURNISH THIS MAIM To AU.COSIRAGTORS INCLUDING THE INSTALLERS. REF R7175- 46634 Trusses require extreme care In fabbricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers stn churl provide temporary bracing per SCSI. Unless onoted atteralore, 17 17152484-- T1 top chord shall have properly attached structural provide to end bottom cng p shall have a properly attached DATE 0 / C �L 10 0 PSF 6 01/17 rigid ceiling. Locations shorn for permanent lateral restraint of webs shell have bracing Installed per BLSI 06/02/2017 'C DL 7.0 PSF DRW CAUSR7 5 ,4 �O`� sections 83. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 'L J , the Joint Details. unless noted otherwise. Refer to drawings 100A_Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/CWC ( Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this drawing, any r"' In conformance with ANSI/TPI 1, or for handling, shipping,failure to build the truss AN ITW COMPANY inetallaInstallationa bracing G£trusses. �4 T'LtY 1<m28� .0 TOT.LD. 42. 0 PSF SEQN— 13724 REV f A aeslisting a1 this drawing or Geyer page ating te drawing, indicates adn.ptaee of prof...larl engineering r.epo,wibiiity wi.ly for the design.howl. The suitability and use of this avowing for any atrntture is oho ss ell Tan t DUR.FAC. 1 .15 FROM BB 8351 Roma Circle responsibility of the Building Designer per ANSI/TPI 1 S ,2. Sacramento,CA95828 Far more inrnrmaudn sea this,lobos general notes pato and rheas web sites: Renewal 8130/20/8 SPACING 24.0" JREF- 1W1B7175Z18 ALPINE:yew,.alpineltw.com; TPI:www.tpl nsY.org; WTCA: ww.sbci ndustry.eom: ICC: ww.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - KG ) Top chord 2x4 HF #2 120 mph wind, 18.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Hipjack supports 4-11-8 setback jacks with no webs. (S) PROVIDE CONNECTION OF 155# FOR SOFFIT AT WALL AND TAIL. DESIGN OF CONNECTION OF SOFFIT TO WALL AND SUPPORT OF SOFFIT BY THE JOB ENGINEER OR ARCHITECT OF RECORD. 1.5X4 III 3X5 ---'"--- - / 2.83 F- _ N= 1-7-10 L wm so i 4_18-0-0 3X3 (S) f{I 1 .5X4 III E4-2-15 1r'12 2-5-11 '1 12 R=127 'III 2-9-3 Over 2 Supports R=426 U=39 W=7.778" Rh=155 RL=-25 ___. RE°PR°FF Design Crit: 1RC2012/TPI-2007(STD) 4, S'S PLT TYP. Wave FT/RT=2%(096)/4(0) 16.02.14�-0• -SkN F •' a OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components on (503)357-2118 •elmaNINNISH REM AND FOLLOW ALL NOTES ON THIS DRAWING! 83294PE REF R7175- 46635 �o ( ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 2 5.0 PSF 825N 4th Ave,COmelius OR 97113 Trusses require care in fabricating, handling, installing and bracing. Refer to and follow extreme oration, """' C ')L 10.0 PSF DATE 06/01/17 the latest S edition of BCS' (Building Component Safety Information, by TPI and RICA) for safety practices prior o performing these functions Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and Rattan chord shall have a properly attached C DL 7.0 PSF DRW rigid ceiling. w Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS' 06/02/2017 CAUSR7175 17152479 ,4��0�� 7. sections 03. 07 or 010, as applicable. Apply plates to each face of trussand position as shown above and on I the JoinC Datalls, .:ass noted otherwlso. Refer to drawings 1615 T forstanda d plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/CWC I i Alpine, a y failure of ITN 8d the g Components Group Inc. shall not be responsible for any tlpping.on frown this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A brae Ing or trusses, (, `.10.14,2p0° t0 TOT.LD. 42.0 PSF SEQN- 13720 REV A.al on this droving or roes page listing this drawing, indicates saasptnxe of professional engineering r rwpan.lblllty solely for the design shown. The suitability and Ida of this drawing for any structure la the eels Tan DUR.FAC. 1.15 FROM BB ro 8311 Rosana Circle .pdeDesignerlbll Icy of the Building Designer par ANSI/TPI 7 Sso.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: Renewal 8/30/2018 SPACING 24.0" JREF- 1W1B7175Z18 ww ALPINE: w,alpineltw.com: TPI:w .tpinst.org; WM,. wa.sbcindustry.com; ICC: waw.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - HG) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF #2: Special loads Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 plf at -3.00 to 71 plf at 5.94 :Lt Slider 2x4 HF #2: BLOCK LENGTH = 1.979' TC- From 36 plf at 5.94 to 36 plf at 10.56 :Rt Slider 2x4 HF #2: BLOCK LENGTH = 1.979' TC- From 71 plf at 10.56 to 71 plf at 19.50 BC- From 4 plf at -3.00 to 4 plf at 0.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 plf at 0.00 to 14 plf at 5.95 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 7 plf at 5.95 to 7 plf at 10.50 DL=4.2 psf. BC- From 14 plf at 10.50 to 14 plf at 16.50 BC- From 4 plf at 16.50 to 4 plf at 19.50 Wind loads and reactions based on MWFRS. BC- 1167.76 lb Conc. Load at 5.95 BC- 220.90 lb Conc. Load at 7.67, 8.50,10.50 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 7] W5X5 3.00 R 3.50 4X5.----- 4X5:--- 3X5--,--*- 3X5 ZX4 aT2 1.5X4 4 .i 4 2-11-12 %� 1_ 0 1-0-0 4_9-0-0 5X5[7] = 3X7= 5X10(E5) III 4X12(E5) III -3-0-0-->i 1-=---3-0-0---I 2-9-14 5-11-4 3-1-6 >I< 4-7-8 4-7-8 >. 3-1-6 5-11-4 2-9-14 L- 5-11-4 _I_ 4-7-8 J.,. 5-11-4 ,J c 16-6-0 Over 2 Supports R=1882 U=131 W=5.5" R=1608 U=109 W=5.5" Design Crit: IRC2012/TPI-2007(STD) 1. PROF. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1.', 0 �1lfy E, s'%O OR/-/1/-/-/R/- Scale =.3125"/Ft. TmssComponentsofOregon (503)357-2118 ....IMPORTANT..',VAR/lien! R/li n!.•THIS DRAINING Fro0LLOONAAL CONTRACTORS NOTES ON INCLUDINGI TME INSTALLERS. °` �d 2 TC LL 25.0 PSF REF R7175- 46636 825 N 4th Ave,Cornelius OR 9711383294PE y Truates require ditio extrema re In ng Component SfetyI handling,Information, installing and bracing, et Tar to and fellow , DL 10.0 PSF DATE 06/02/1 7 the latent ng tion of function.. nBulltling Component Safety Information, by TPI and'RCA) For safety practices Prior :" to Performing these Tproperly Installers shall provide temporary bracing per BCBI. Uni nes noted attachede, 04111166, top chord shell have properly attached pe permanent sheathing and bottom b chord shall have a properly d per ed rigid dolling. Location shown for permanent lateral restraint of nobs.heli have bracing Installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17153132 .4 , N . sections B3, ai or B,G, as noted other. Apply Refer to do each faceofZ trusst end posh to as shown above and on ()t)/02/2017 1 7 the Joint 3, 61 o amass natal cable. A. Refer es to each ,BGAof trus standard plata as shown positions. BC LL 0.0 PSF CA-ENG BFR/RTT Alpine,a tlivlaion of IfVI Bulltling Components Group Inc. shall n t be responalble for any tleulatlon Prom this n TaoM droving, any Ta Lure to build the t uss in conformance»Ith ANSI/TPI ,,or for„antllino, shipping, sill C TOT.LD. 42.0 PSF SEQN- 116370 AN ITw COMPANY installation m bracing of trusses. �V �f. A vel on this drawing or cover page listing this drawing. Insilco!.acceptance of profeeolnnel engineering 4 SLY 14,20 `V r reepensiblllty nobly for the design shown. Ti,..uibbllity em deo of this griming for rry structure is the .13-0:lien ` DUR.FAC. 1.15 FROM BB 8151 Rovana Circle r.epmwlbility of the Building Designer per ANSI/TPI .1 Sed.2. sell Tar Sacramento,CA 95828 For more information a this Job's general notes page and these web sites: SPACING 24.0" J REF- 1 W1 B7 1 75Z1 8 ALPINE: www.alpineitw.coo;TPI:ww.tpinst.org;MTCA:ww.sbcindustry.com: ICC:ww.iccsafe,org Renewal 6/8012018 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - EG) Top chord 2x4 DF-L 2400f-2.OE :T3 2x4 DF-L #1&Bet.: 2 COMPLETE TRUSSES REQU I RED 1 Z I Bot chord 2x8 DF-L SS Webs 2x4 HF Std/Stud :W3, W7 2x4 HF #2: Nail Schedule:0.120"x3", min. nails :Lt Slider 2x6 HF #2: BLOCK LENGTH = 2.247' Top Chord: 1 Row @12.00" o.c. :Rt Slider 2x6 HF #2: BLOCK LENGTH = 2.247' Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting. TC- From 71 plf at 0.00 to 71 plf at 7.73 4" o.c. spacing of nails perpendicular and parallel to TC- From 71 plf at 7.73 to 71 plf at 12.77 grain required in area over bearings greater than 4" TC- From 71 plf at 12.77 to 71 plf at 23.50 BC- From 14 plf at 0.00 to 14 plf at 20.50 120 mph wind, 19.79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at 20.50 to 4 plf at 23.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 1484.63 lb Conc. Load at 1.33, 3.33 DL=4.2 psf. BC- 1672.51 lb Conc. Load at 4.50 BC- 1544.63 lb Conc. Load at 6.50 Wind loads and reactions based on MWFRS. BC- 1703.49 lb Conc. Load at 7.36 BC- 1474.73 lb Conc. Load at 8.50 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 1436.42 lb Conc. Load at 10.50 OC. BC- 3640.70 lb Conc. Load at 12.43 Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 5] W4X5 S 3.50 [ 7] W8X8 S 4.75 [14] W3X10 S 1.25 [15] W3X7 S 4.75 [19] W8X8 3.00 R 4.00 [20] W3X5 2.00 R 1.25 1012= 3X10[14] = SS0514= 3x55,...„. X5 4 2E02 =la T3 3X5[20] 3X10; 3X7 ....... ...:4111111111111111111111111111111111111111111111 4 3- 6-15 1-0-0 1- 4_180 _L 4X5[5] III SX8[7] = 3X7[15] III 8X8[19] =--- 1.5X4 III H0715(E1) = H0612= 6X10(E1) R=9936 U=865 W=5.5" 1.<-----3-0-0-->] [t 3-10-6 > t 3-10-6 >1< 2-6-4 4-4 2-6-4 4( 3-10-6 >I< 3-10-6 R=6476 U=618 W=5.5" 7-8-12 5-0-8 7-8-12 Ic 20-6-0 Over 2 Supports PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: IRC2012/TPI-2007(STD) ¢EQ PROP Wave FT/RT=295(0%B)/4(0) 16.01.f � 014 F 6> OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!"READ AND FOLLOW ALL NOTES ON THIS DRAINING! (9 F 2 TC LL 25.0 PSF REF R7175- 46637 825 N 4th Ave,Cornelius OR 97113 eeIMPORTANTea FURNISH THIS DRAWING TO ALL CONTRACTIONS INCLUDING TME INSTALLERS, 1� 83294PE l'f Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow /le y the latest edition of BCSI (Building Component Safety Information, by TP1 and WTCA) for safety practices prior •A• .., DL 10.0 PSF DATE 06/02/17 T. to performing these functions. Installers shall provide temporary bracing par BCS1. Unlaes noted otherwise. v - top chord shall have properly at tached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per RCS BC DL 7.0 PSF DRW CAUSR7175 17153135 emotions 83, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and o 06/02/2017 I 7,=7.0:::::::::..7.7::::::::::..::'::.:: he Joint Details, unless rwtetl otherwise. Refer t,.tlrawl ngs 160A-Z Por atan11P plate poll tions. BC LL ,q�l-,L�)�N I Alpina, a dlvislon oP 17w Building Components Group Inc. s mil not be responsible for any m latlnn from this OREGON 0.0 PSF CA-ENG BFR/NTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, AN ITW COMPANY insta l late ane bracing of trusses. 41, da c TOT.LD. 42.0 PSF SEQN- 116464 A w1 en this drawing or tees,pogo listing this draping, indicates aaeaptane•of professional onpinrrirg �4A LY14,2o- s`� m reeppmlblllty solely for the design.howl. The suitability and we of this draping for any atructura is tM 4>q'Q { ` DUN.FAC. 1.15 FROM BB 8351 Novena Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. -en 1}��s1 v Sacramento,CA 95828 For more information see this Job's general notes page and these mob sites: {� SPACING 24.0" JREF- 1 W1 67 1 7 5Z1 8 ALPINE: wwe.alpinaitw.com:TPI:wwr.tpinst.org; WTCA: ew.sbcindustry.com; ICC:wem.iccsafe.org Renewal 6/30/2018 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - FG ) Top chord 2x4 DF-L chord 2x6 HF SS2400f-2.OE :T2 2x4 DF-L #1&Bet.: 2 COMPLETE TRUSSES REQU 1 RED ' = z Webs 2x4 HF Std/Stud Nail Schedule:0.120"x3", min. nails :Lt Slider 2x6 HF #2: BLOCK LENGTH = 1.500' Top Chord: 1 Row 012.00" o.c. :Rt Slider 2x6 HF #2: BLOCK LENGTH = 1.500' Bot Chord: 1 Row 0 5.00" o.c. Webs : 1 Row 0 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting. TC- From 71 plf at -3.00 to 71 plf at 7.94 4" o.c. spacing of nails perpendicular and parallel to TC- From 36 plf at 7.94 to 36 plf at 26.06 grain required in area over bearings greater than 4" TC- From 71 plf at 26.06 to 71 plf at 37.00 BC- From 14 plf at 0.00 to 14 plf at 7.95 The maximum horizontal reaction is 369# BC- From 7 plf at 7.95 to 7 plf at 18.00 BC- From 7 plf at 18.00 to 7 plf at 26.05 120 mph wind, 19.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 plf at 26.05 to 14 plf at 34.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 1881.27 lb Conc. Load at 7.95,26.05 DL=4.2 psf. BC- 330.33 lb Conc. Load at 10.00,12.00,14.00,16.00 18.00,20.00,22.00,24.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live In lieu of structural panels use purlins to brace all flat TC 0 24" load applied per IRC-12 section 301.5. OC. Calculated vertical deflection is 0.51" due to live load and 0.53" due Deflection meets L/360 live and L/240 total load. Creep Increase to dead load at X = 20-0-13. factor for dead load is 1.50. (S) PROVIDE CONNECTION OF 369# FOR SOFFIT AT WALL AND TAIL. JT PLATE LATERAL CHORD DESIGN OF CONNECTION OF SOFFIT TO WALL AND SUPPORT OF SOFFIT No SIZE SHIFT BITE BY THE JOB ENGINEER OR ARCHITECT OF RECORD. [ 7] W4X8 2.00 L 2.25 [11] W3X5 S 1.25 [18] W3X5 S 1.25 [22] W4X8 2.00 R 2.25 3X5 3X5 3X7; 6X6= 3X5[11] = 3X5= 3X5[18] = 6X6= 1 72 3X10(E3) III 4 oo,.•P `'' '' - �' - ..\/X/All- 4 3X10 b. ,I' 3X10(E3) III 3- 12 -- 17-8-5 (S) 4X8[7] = 3X5= H0510= 4X8[22] = (S) _ X5(E3) 4 _ 4X5 E3 3X5 -- 34-0-0 3-1-8 L-3-11-10 ,l_3-11-10 I 4-6-6 _i_ 4-6-6 _ � 4-6-6 J_ 4-6-6 3-11-10 i_3-11-10 7-11-4 5-11-15 `I` 6-1-11 `I- 5-11-15 x 7-11-4 ›. I- 7-11-4 -I- 18-1-8 --h 7-11-4 -I 1 40-0-0 Over 2 Supports �{ R=4791 U=423 RL=-22 W=5.5" R=4871 U=442 W=5.5" (3.943" min.) Rh=223/-369 RL=-22 Rh=223/-369 RL=-22 Design Cr i t: I RC2012/TPI-2007(STD) 10)PROPS PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.f` N G lE I''! 1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-'7118 as •MARNINGIee READ ND FOLLOW ALL ROTES gN THIS DRANINGN w(fj 'y TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 IMPORTANT'' FURNISH THIN DIMINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS, /Q 9 REF R7175- 46638 Trusses require extreme re in fabricating, handling, Shipping, Installing and bracing.Refer to end follow 832134PE the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ✓'r.. _.- DL 10.0 PSF DATE 06/01/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations sham for permanent lateral restraint of webs shall have bracing Installed per Bc DRW CAUSR7175 17152482 Te action 83, B7 or B10, as applicable. Apply plates to each face of trussand position es shown above and o 06/02/201 7 ALF-1N : L U N , , the Joint Details, unless noted otherwise. Refer to drawings 1800-Z for standard plate positions. " V L L 1 BC LL 0.0 PSF CA-ENG CWC/CWC //Lrr J77 I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal latIon A bracing or trusses. C TOT.LD. 42.0 PSF SEQN- 87322 A.rl an this droving.r toyer pap.listing chis drawing, indicates.eo.pt.nee of prof eolalsl engineering (. `LLy 14,20 e f responsibility solely for the design shown. The suitability and use of this drawing far wry atnastore is the A%Sell�� i DUR,FAC, 1 .15 FROM BB 8351 Rowans Circle responsibility of the Building Designer per ANSI/TPI 1 Sep.2. Sacramento,CA 95828 For more Information see thus Job's general notes page and these web sites: SPACING 24.0" JREF- 1 W1 B7 1 7521 8 ALPINE:www.alpinelta.can: TP1:warn. pinst.org;STCA: ww.sbcincluatry.com; ICC:ww.iccsafe.org Renewal 6/30/2018 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel 1 -- VERIFY VERIFY, OR - F ) Top chord 2x4 DF-L #2 :1-1 2x4 HF #2: 120 mph wind, 20.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W5, W7 2x4 HF #2: DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 2] W5X5 2.00 L 2.75 [ 4] W3X5 2.75 L 1.25 [13] W3X7 S 1.25 [18] W3X5 2.75 R 1.25 [22] W5X5 1.75 R 3.00 3X5[4] 5X7= 1 .5X4 III 5X5---- 4 ,_ 1.5X4 III a s 3X5[18] ----- T 1.5X4 111 T1 _ 4-3-12 •■ rg! # 18-0-0 1 0 _L 5X5[2] = 3X5= 3X5= 3X5= 5X5[22] 3X7[13] = L3-0-0>i L- 4-11-10 _i_ 4-11-10 ,L. 7-0-12 , 7-0-12 4-11-10 I_ 4-11-10 ,{ I 9-11-4 l 7-0-12 7-0-12 'I< 9-11-4 I_ 9-11-4 -I- 14-1-8 ,I, 9-11-4 -I k34-0-0 Over 2 Supports R=1436 U=110 W=5.5" R=1682 U=144 W=5.5" RL=47/-44 Design Crit: IRC2012/TPI-2007(STD) ¢e,O PROfiA. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1.fe *_' 1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Com nentsofOregon (503 357-2118 T" INGI H HAD Aro NG TALL NOTES ON THIS LUNINGI • po ) CO: 825 N 4th Ave,Cornelius OR 97113 "I u+T" FINNISH THIS DRAWING TO w cox'""cr°Rs INCLUDING TMs I"s*AUERs• (y 83294PE `. TC LL 25.0 PSF REF R7175— 46639 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing.Refer t and follow /y 9 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 1i DL 10 DATE E 06/01/1 7 to performing thhav Pp.ctiona. Iache str churl provide temporary bracing par aii Unless natty h lea, top chortl shell have properly etI tol structural sheathing entl bottom ehortl shall have a properly tt hetl BC DL 7.0 PSF rigid selling. Locations shown for permanent lateral eachlfa of mets assn nava bracing Installed par Sc" DRW CAUSR7175 17152483 A��O`� to sections B3, 67 or 610, as applicable. Apply plates to face of for s and position as sham above end m 06/02/20 1 7 JI the Jalnt..tails. unless wed atharwisa. Refer to drarirga 1160:-Z.. ta,�ard plata paaltlana. /� BC LL 0.0 PSF CA—ENG BFR/CWC ' AI ins, a dlvlalon aP ITe Bulltll Com truss OREGON P ng in conformance Inc, shell not be responsible for any tlpping,on from this drwwing, any failure to build the trues In conPormdnce with ANSI/TPI 11, or for handling, shipping, AN ITW COMPANY instalration a bracing of trusses. '� t.` TOT.LD. 42.0 PSF SEQN-A.mal an till.drawing or ower ppm listing this drawing, lndlaetes acceptance of profn.lenel engineering 4 �LY 14,26 0 86946 rapvulblllty solely for the design shown. The suitability and owe of this drawing for any etructura Is the I 8351 RovanaCircle "'Pma'blllty or cle Building Designer per AA151/TPI 1 g.e.a. s.940:1012/T20:: ei�Ta� t DUR.FAC. 1 .15 FROM BB Sacramento,CA 95826 For more informatte.camilel s this Job's general notes page and these web sites: 1 i SPACING 24.0" JREF- 1 W1 B7 1 7521 8 ALPINE: wew.alpineitw.com;TPI:rw.tpinst.org; MICA: wwa.sbclndustry.cam; ICC: www,iccsaPe.orp Renewal 6/8612618 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - Fl ) Top chord 2x4 HF #2 120 mph wind, 20.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4, W9 2x4 HF #2: DL=4.2 psf. :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.688' Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, JT PLATE LATERAL CHORD Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [ 3] W3X5 S 3.00 [ 5] W4X8 3.25 L 1.50 5X7= 3X5= 5X7= 1 ,5X4 III 4 '— 52 iiiikkhlii.5X4 III T 4X8% 43X5 4-11-12 _L 0-8-0 1-1-13 -- ""411.� ., 18-0-0 Ll 3X5[3] III 4X8[5] -=---: 3X5= 4X5= 3X5= 3X5= 6X8(E1) = L*2'..1 lI 5-0-2 + 6-5-10 _I_ 5-0-12 L_ 5-0-12 _1_ 6-5-10 aIC 6-5-10 5-0-2 7-8-13 'L` 7-7-1 '1` 7-8-13 6-5-10 L- 11-5-12 _I, 10-1-8 _I, 12-11-4 _1 1 34-6-8 Over 2 Supports >l R=1499 U=114 R=1653 U=136 W=5.5" RL=47/-51 Design Crit: I RC2012/TPI-2007(STD) its°PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'9' w • 1 OR/-/1/-/-/R/- Scale =.1875"/Ft._ Truss Components of Oregon (5031)357-1118 •*WARN INGI•• READ AND FOLLOW ALL NOTES a+THIS DRAWING? C9 �4G} fC�`41 1. TC LL 25.0 PSF REF R7175- 46640 825 N 4th Ave,Comelius OR 97113 **IMPORTANT*. FURNISH THIS DRAWING TO ALL=mamas INCLUDING THE INSTALLERS, lid33294PE Trusses require extreme care In fabricating, handling, shipping, Installing end bracing. Refer to and follow /I„ the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior W -sf` Fie." DL 10.0 PSF DATE 06/01/17 to performing Sha tt ho functions. Installers shell provide eath ng and tom ng per SCSI. Unless noted otherwise, . top chord ing.l Love Properly forhpA sanentulal lateral sheathing ant oft web eshel snail have n properly tp hBC BC DL 7 0 PSF Nuel celling, or o,Ona show for permanent lateral o restraint of rebs shall have„racing Installed per BC DRW CAUSR7175 17152496 A�—L�)0 sacelons 83, BT ar Blg, as oppli<able. Apply plates to eats facef;,07:42,1.17g= russ end paeltlon as ahoan above and on 06/02/20 17 i the Joint Details, unless n tli=!-.,,po Refer to drawings,BGA-Z far atenderd plata positions. V L BC LL 0.0 PSF CA-ENG BFR/CWC I Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this OREGON ' droning, any failure to the trues In conformance with ANSI/TPI ,, or for handling, shipping, AN TOT.LD. 42.0 PSF SEQN- 86949 ITW COMPANY installation d an a bracing of Tru Tru»e>. a A meet an this drawing or cover page listing this drawing, Indicates aaeeptanoa or profeeele al engineering 4 .1/L1114,20% reepvwibllity solely for the design shown. The suitability and use or this erasing for any structure la the ss e N Tan'` DUR.FAC. 1.15 FROM BB 8351 Rovan3 Circle tee sibilus or the!Wilding Designer par .1ee. iANSI/TPI S2. Sacramento,CA 95828 For more information see this Job's general notes page end these web sites: SPACING 24.0" JREF- 1W187175Z18 ALPINE: t .alpinelta,coe,TPI: pinst.org;1NTCA: aww.sbciedustry.com: ICC: .Icceofe.arg ReneavalM6130/2018 f- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - F2 ) Top chord 2x4 DF-L #2 :T2 2x4 HF #2: 120 mph wind, 20.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4, W6, W8 2x4 HF #2: DL=4.2 psf. :Rt Slider 2x4 HF #2: BLOCK LENGTH = 1.951' Wind loads and reactions based on MWFRS with additional C&C member (a) #3 or better scab reinforcement. Same size & 80% length of web design. member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. In lieu of structural panels use purlins to brace all flat TC 01 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W3X5 S 3.00 [ 4] W4X5 1.75 R 1.50 5X5-. 5X5 3X5% 4 r T2 `y 3X5 4X8% 1 W6 .` _., 4 5-7-12 3X5 W2 W4 +�.+ 0-8-0 1-1-13 +° _01.. (a) _ - .. 9 `` 18-0-0 1 3X5[3] III 4X5[4] = 3X7= 3X5= 3X5= 1.5X4 III 5X7(E1) LE.2,:J +d 6-0-2 >I` 7-5-10 > 6-1-8 'I` 7-5-10 >+< 7-5-10 I. 13-5-12 L. 6-1-8 -I, 14-11-4 34-6-8 Over 2 Supports ›a+ R=1587 U=118 R=1710 11=141 W=5.5" RL=53/-58 Design Crit: I RC2012/TPI-2007(STD) ,tpp PROP, PLT TYP, Wave FT/RT=2%(095)/4(0) 16.O1.r NGe. `0.•1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss CN 4th Ave,nts of Oregon (503)357-2118 ""wARNI FURNISH NERD AND FOLLOW ALL ON RA TO THIS INCLUDING �Uf ' 1. TC LL 25.0 PSF REF R7175- 46641 825 N 4th ACornelius OR 97113 "I�ANr•• rTAlNlsx Txls DRAWING TO Au lwxrNAcrags INCWDiNG T1IE INSTALLERS. 77 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer toend follow 03294PE the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior EG , ' DATE 06/01/17 to performing these functions Installers shall provide temporary bracing per SCSI. Unless noted herbs. /0.."" • PSF top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed p BC" BC DL 7.0 PSF DRW CAUSR71 75 17152490 r �L �� sections 83. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on O I the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. 06/02/2017 BC LL 0.0 PSF CA-ENG BFR/CWC I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the-ttruss In conformance with ANSI/TPI 1,or far handling, shipping, AN ITW COMPANY Installation.brading of trusses. 73 a TOT.LD. 42.0 PSF SEAN- 86953 a A...l on this drawing or cover pego tIst ing this drawing, indicates acceptnqe of professional engineering G btj ,1{,20� 0 responsibility eoiely for the design ehon. The suitability and use of this drawing for any structure is the. _!f '( DUR.FAC. 1 1 5 FROM BB 8351 RDv311ACilcle r epssibllity of the Building Drlgner per ANSI/TIN 1 Seo.2. sell Tai saDiaieeUllo,CAm82s Far more information PI awe .is pinslJob's general notes pegs and these web aitea: SPACING 24.0" JREF- 1W1B7175Z18 ALPINE: www.elpineltw.com;TPI:ww.tpinat.org; '/I'CA: wwn.sbclndustry.cde; ICC:w.a.lccaefe.org R®nomas Rlgfl/9111R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - F3 ) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF #2: :T3 2x4 HF SS: 120 mph wind, 21.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T4 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bot chord 2x4 HF #2 DL=4.2 psf. Webs 2x4 HF Std/Stud :W2, W4, W8 2x4 HF #2: :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.509' Wind loads and reactions based on MWFRS with additional C&C member design. (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. In lieu of structural panels use purlins to brace all flat TC w 24" OC, Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W3X5 S 3.00 [ 4] W4X5 1.50 R 1.50 [16] W3X7 S 1.25 6X6= 6X8= 3X5 3X5 4 3X5 4 6-3-12 4X8 +/\\\\\A\\\\\\\\\\\\\ '''''''�� ` 3X5 0-8-0 1-1-13 < .�ar= \\r\\\\1�_ .....................i........ ../0.= '+ v. 18-0-0 1 3X5[3] III 4X5[4] = 3X5= 3X7[16] = 1.5X4 III 6X8(E1) 4X5= 1- 2' "*------6-10-6 >I< 8-7-6 >12-1-81< 8-7-6 >I< 8-3-14 >I 15-5-12 2-1-8 16-11-4 I- 34-6-8 Over 2 Supports >{ R=1649 U=121 R=1767 U=145 W=5.5" RL=60/-65 Design Crit: IRC2012/TPI-2007(STD) fED PROA- PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.' /7 G ` .�'1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503357-2118 ,alNposrArrr;WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWN! �N �j�j �, TC LL 25.0 PSF REF R7175— 46642 825 N 4th Ave,Cornelius OR97 13 FURNISH THIS DRAINING TO ALL shipping,CONTRAcinstTORS InstalINCLUling andING THE bracing.INSTRefer ((/ 83294PE y Trusses require extreme care in fabricating, handling. Installing and Refer to and follow /� the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior K. DL 10.0 PSF DATE 06/01/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless notedthe I e sop chord snail have properly attached structural sheathing and bottom chord shall have a properly attached ' naBC. DL 7.0 PSF DRW CAUSR7175 17152491 rigid calling. Locations shown for permanent lateral restraint of wbs shall have bracing Installed per BC A O�� , sections B3, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and an �1 n the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. O6IOLIZO 17 BC LL 0.0 PSF CA—ENG BFR/CWC Alpine, a division of BTW Building Components Group Inc, shall not be responsible for any deviation from this OREGON drawing, any failure to build the tress in conformance with ANSI/TPI 1, or for handling, shipping, TOT.LD. 42.0 PSF SEAN— 86957 AN ITw CONAPPNY Installation a bracing of trusses. 13 • Aseal re responsibility dsolely fng ef the des listing this The suitability�.tae orithishf ,Inof professional f�se.y structure SIS SLY 14,4p� 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 aee.2. sell Tar t0 DUR.FAC. 12:41.50" .1 5 FROM BB Sacrsinento,CA95828 Far more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF— 1W1B7175Z18 ALPINE: waw,alpineitw.com; TPI:ww.tpinst.org; WTCA: ww.sbcindustry.com; ICC: ww,.lccsafe,org fEemAs„.1 annonin THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - F4 ) Top chord 2x4 HF #1&Bet. :T1 2x4 DF-L #1&Bet.: 120 mph wind, 21.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4, W6 2x4 HF #2: DL=4.2 psf. :Rt Slider 2x4 HF #2: BLOCK LENGTH = 1.603' Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member, design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, JT PLATE LATERAL CHORD Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [ 3] W3X5 S 3.00 [ 4] W4X5 2.00 R 1.50 6X8 3X5 Pal T 4 3X5 3X5 T1 4X$ (a) (a) 4 6-8-0 i Wg 3X5 0-8-0 1-1-13 < aiiimissiossomosommosomossor- •i �� `� 18-0-0 1 3X5[3] III 4X5[4] = 5X7= 1 .5X4 III 5X7(E1) L2' ...1 k 7-6-8 >ic 9-0-0 'fr 9-0-0 >I< 9-0-0 )-1 I_ 16-6-8 _I_ 18-0-0 1 34-6-8 Over 2 Supports >I R=1465 U=124 R=1624 U=147 W=5.5" RL=64/-68 DEQ PROP Design Crit: IRC2012/TPI-2007(STD) 4 S PLT TYP. Wave FT/RT=2%(0%x)/4(0) 16.01.Ne I GAN Ffin• o. OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503 357-2118 **WARNING!••READ AND FOLLOW ALL NOTES ON THIS DRAWING! ((r "T pa ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE!MALLERS. �tt/ 83294PE TC LL 25.0 PSF REF R7175- 46643 _ 825 N 4th Ave,Cornelius OR 97 13 Trusses require extreme as in fabricating,handling, shipping, installing and bract and follow )L 1 0.0 PSF DATE 06/01/17 G•Information. g s safety to prior the latest ng then of 8051 (Building. InsComponent Safety Ie temporary by TPI and 8CSI for y practices o performing these fproperly tache istrers churl provide temporary bract no per SCSI. Unless noted atachedotherwise, top Chord shall have properly attached structural Sheathing and bottom chord shall have a properly attached rigid coiling. locations shown for permanent lateral restraint of webs snow have bracing Installed per BCSI 06/02/2017 :C DL 7.0 PSF DRW CAUSR7175 17152492 T.A ILL=11 N sections 8D Details, or B10unless as noted otherwise. Apply plates to each face of truss and rd plate as shown above and on the Joint xetaua, anlers naiad tithe wlae. Re Par to drawings,Boa_z for standard Plata posluona. OREGON BC LL 0.0 PSF CA-ENG BFR/CWC I Alpine, a division of ITR 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 lnatanatIon&bracing or trusses. 941'14,400° 0 TOT.LD. 42.0 PSF SEQN- 86959 owl en is or Dover peg*listing this f 8351 Rovana Circle Arresponsibility oftheBuilding She nsshown.T l�ltability��or thhis droninprofessional av'alny Strengineeringr.nSM �s'°ell Tao • OUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 FALPINE: wwwoel'ra�itpfocr information seethis Janos genrel notes page and mase„roan sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1W1B7175Z18 p pin0t.org;WTCp: ww.ebelntlustry.eom; ICC: wev.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - GG) Top chord 2x4 HF #2 :T2 2x4 HF #1&Bet.: 2 COMPLETE TRUSSES REQUIRED I 1 •T3 2x4 HF SS: Bot chord 2x6 HF SS Nail Schedule:0.120"x311, min. nails Webs 2x4 HF Std/Stud Top Chord: 1 Row 612.00" o.c. :Lt Slider 2x4 HF #2: BLOCK LENGTH = 1.500' Bot Chord: 1 Row @ 5.50" o.c. :Rt Slider 2x4 HF #2: BLOCK LENGTH = 1.500' Webs : 1 Row 5 4" o.c. Use equal spacing between rows and stagger nails Special loads in each row to avoid splitting. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 4" o.c. spacing of nails perpendicular and parallel to TC- From 36 plf at 0.00 to 36 plf at 7.94 grain required in area over bearings greater than 4" TC- From 36 plf at 7.94 to 36 plf at 26.06 TC- From 71 plf at 26.06 to 71 plf at 37.00 120 mph wind, 19.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 0.00 to 7 plf at 26.05 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 14 plf at 26.05 to 14 plf at 34.00 DL=4.2 psf. BC- From 4 plf at 34.00 to 4 plf at 37.00 BC- 330.33 lb Conc. Load at 2.00, 4.00, 6.00, 8.00 Wind loads and reactions based on MWFRS. 10.00,12.00,14.00,16.00,18.00,20.00,22.00,24.00 BC- 1881.27 lb Conc. Load at 26.05 In lieu of structural panels use purlins to brace all flat TC @ 24" O . Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [10] W3X5 1.50 R 1.25 [15] W3X10 4.00 R 1.75 [20] W4X5 S 2.50 2X4s 3X3 5X7= 3X5= T2 1.5X4 III 5X7= 4 r = g -, 4 T3 3X5% 3X7 3-7-12 �` 1-0-0 �r III - �, v- `J 18-0-0 1-0-0 6X10(E5) III 3X5==.- 3X5[10] = 3X10[15] = 4X5[20] 8X10(E5) III H0508.---- L3-0-0>-I L 3-11-10 _I_ 3-11-10 5-11-15 6-1-11 5-11-15 3-11-10 _I_ 'l 3-11-10 I I` 7-11-4 I 5-11-15 'I� I 6-1-11 5-11-15 �� 7-11-4 J, 7-11-4 J_ 18-1-8 _I, 7-11-4 J 1 34-0-0 Over 2 Supports R=3641 U=365 R=4215 U=422 W=5.5" cop PROp ., Design Crit: IRC2012/TPI-2007(STD) sti ex, PLT TYP. 20 Gauge HS,Wave FT/RT=2°x(0%g)/4(0) 16.01.1tr-0 GdN E 'I'D OR/-/1/-/-/R/- Scale =.1875"/Ft. "WARNINGI"REM)AND FOLLOW ALL NOTES On THIS DRAWING! • REF R7175- 46644 Truss N 4th Ave, of Oregon 9711 57-..118 ••11PORTANrm+ FURNISH THIS ORANINO TO ALL CONTRACTORS INOILAINO THE INSTALLERS. 1(/ 83294PE TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 Lr '' Trusses require extrema cera in£abrldating, handling, shipping, Installing d entl bracing. Refer to and follow ,,,r-^ "I L 10.0 PSF DATE 06/02/1 7 the latest ngedition s of BCSI (s. Inst Component Safety Ie temporary by TPI and WTCSI for safety practicer prior T. to performing Chase functions. Installers shall provide temporary bracing per aCS1. Unless noted attach de. ,:.. top chord snail have properly attaches structural sheathing ane bottom chord shal shall have a pr operly attached BC :C DL 7.0 PSF DRW CAUSR7175 17153133 rigid calling. Locations shown for e. rlateral restraint of webs shall have bracing instal bo per OC SI OL�02�201 7 All L�)0 the sections 83, a7 or 0'10, as applicable. Apply plates to eachwing face of forss and position as Shown Rove and on V L L 1 the Joint Details, unless noted Building Components Raaf to draInc. Sha'l net for responsiartlble plata any deviation OREGON BC LL 0.0 PSF CA-ENG BFR/PTT Alpine, a y Pal lar of ITN dthe Compo ante group Inc. h AN ,at be rorpfor bre for any deping, n from this drawing. any faf lyra to build the truss In conformance with ANSI/TPI 1, or for handling. shipping, `ZCY 14,210 : TOT.LD. 42.0 PSF SEQN- 116373 W AN ITCOMPANY Installation&bracing of trusses. (� A vel enthis drawing or cover page listing this drawing, Indian**saoepteiloe of professional engineering e reoponelbility sods lely for the design an . The esitabil ity end use of this drawing for any.tractor.Is the sse fl Tar' DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle reepow lblllty of she Building Designer per ANSI/TPI 1 Sec.z. Sacramento,CA95828 Far more information see this fob's general nater page and these web sites. Renewal 6/30/2018 SPACING 24.011 JREF- 1W1B7175Z18 ALPINE: www.alPfneitw.com:TPI:ww.tpinst.org;NTCA:www.sbcindustry.com; ICC:www.iccsafe.org 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel 1 -- VERIFY VERIFY, OR - G ) Top chord 2x4 DF-L #2 :T1 2x4 HF #2: 120 mph wind, 20.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W5, W7 2x4 HF #2: DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",min.} @ 6" OC. design. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 2] W5X5 2.00 L 2.75 [ 4] W3X5 2.75 L 1.25 [13] W3X7 S 1.25 [18] W3X5 2.75 R 1.25 [22] W5X5 1.75 R 3.00 3X5[4] ---,----- 3X5[18] 5X7= 1.5X4 III 5X5 4 , 0 + 4 7- 1.5X4111 - 1.5X4III T1 ''.'��" W5 /-q,'oh 1.5X4 1.5X4 111 4-3-12 Arm 18-0-0 1-�-0 1 T 3X5 5X5[2] --= 3X5= = 3X5= 5X5[22] 3X7[13] = L3-0-0>.1 4-11-10 4-11-10 7-0-12 7-0-12 4-11-10 4-11-10 9-11-4 7-0-12 7-0-12 9-11-4 L- 9-11-4 -I— 14-1-8 _I_ 9-11-4 -1 1 34-0-0 Over 2 Supports R=1436 U=110 R=1682 U=144 W=5.5" RL=47/-44 .OPRop Design Crit: IRC2012/TPI-2007(STD) 4� /� l PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0eft k(34 N F4.• p OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503 357-2118 •ewARN1NGI••READ AND FOLLON ALL NOTES ON THIS ORRNNGI +!(/ 4 iP Components j) ••IM ONTAN. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE r TC LL 25.0 PSF REF R7175- 46645 825N4thAve,CoTTleliusOR97t13 Trusses require extreme pare In fabricating, handlin and brach Refer to a.follow W 9. 9• shipping, Instal ling g, the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior to performing these functions. Installers anon provide temporary bracing per alSI. Unleaa not.attarslsa, 1 1 2487— top chord shall have unctions attached structural shall sheathing and bottom chord p shall have a properly otherwise , DL 10 0 PSF DATE 06/01/17 Ailifiblh rigid ceiling. Locations Shown for permanent lateral restraintofwebs shall have bracing Installed per SCSI 06/02/2017 :C DL 7.0 PSF DRW CAUSR7 75 715 ,4 �OJ f• sections 03, 07 ar BUD, as applicable. Apply plates to each face of truss and position as shown above and on J I the Joint Details,unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/CWC ansany failure go bund the tress In conformance with ANSI/TPI 1, or for handling. shipping, �<0 SLY 14.28 m TOT.LD . 42.0 PSF SEQN- 86969 AN ITW COMPANY Installation a bracing or trusses. A awl on this droning or Dover peps listingthis drawing, indicate*.eespt nee of prof sslorol engineering sn s e rs.pon.Ibility solely for the deelgn shorn. The suitability and use of this drawing for any stricture is the 8351 Roma Circle responsibility or the Building Designer per ANSVTPI U Saps. e el!Ta DUR.FAC, 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE: ww.elplrieltw.com;TPI:wwMA,A:www.sbcintluatry.tom; ICC: mpw.Iccsafe,org Renewal 8/30120'18 SPACING 24.0" J REF- 1 W1 B7 1 7 5Z1 8 t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - G1 ) Top chord 2x4 HF #2 120 mph wind, 20.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 2] W5X5 3.50 R 3.00 [ 4] W4X5 2.75 L 1.50 [19] W4X5 2.75 R 1.50 [23] W5X5 1.75 R 3.00 4X5[4] --% 5X7= 5X7= 3X5 4 r '' _ 4X5[19] 1.5X4 III 7- i0/ ��I ' ��0-� '1\14\\\\\\ —' 4 4-11-12 1-0-0 1�• ' _ _ \ \%\\t T ' _ 10 18-0-0 1 O 1 5X5[2] = 3X5= 3X5= 4X5= 3X5= 3X5= 5X5[23] L3-0-0 -i 5-11-10 5-11-10 5-0-12 5-0-12 5-11-10 5-11-10 6-11-11 6-8-3 6-8-3 6-8-3 6-11-11 I_ 11-11-4 _I. 10-1-8 _I_ 11-11-4 _1 I= 34-0-0 Over 2 Supports sl R=1475 11=114 R=1706 11=148 W=5.5" RL=53/-51 aEp PROP Design Crit: IRC2012/TPI-2007(STD) ' 4.tV PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.f., f a►,;13$N F . m OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503))357-2118 ”MBUtNINCI'e READ AND FOLLOW ALL NOES ON THIS DRAWING! t• 11 ' 825 N 4th Ave,Cornelius OR 97113 ••impogrANra• FURNISH THIS GRA-INC TO ALL CONTRACTORS INCLINING THE INSTALLERS. tl 83294PE TC LL 25.0 PSF REF R7175- 46646 Trusses require extreme care In fabricating, handling, she Aping, Installing and bracing. Refer to end Pollow the latest Nltlon aP BCSI (Aulldina Cc penent Safety Information, by TPI and ATCA) for safety practices prior to performing these v funth ens. Installers shall provide sheath temporary bracing per 6C31. Unless noted otherwise. DRW caul 06/01/17 DL 10 0 PSF DATE top chord shell have properly attached structural sheathing and bottom chord shell have a properly attached i C DL 7 0 PSF rigid nailing. or ENO, shown for permanent Intral restraint of abs shall have bracing Installed par 6cs1 M R7175 17152488 ddhlib A r, �O`{1 sections 83, 67 or 810, as applicable, Apply plates to each face of truss and position as shown above and on 06/OZIL0)7 ''LII=� J I H the Joint odivisi unless noted ung Components Refer up drawInc. she 160A-Z for standard plate any s. OREGON BC LL 0.0 PSF CA-ENG BFR/CWC I Alpine, a division of ITR Building Components Group Inc. sM1all not be responsible for any devlatlon from this �RE�LN drawing, any failure to build the truss in conformance with ANSI/TP1 1. or for handling, shipping, IA AN ITW COMPANY Installation a bracing of trusses. ,1/ `�ly y4,Zoom 0 TOT.LD. 42.0 PSF SEQN- 86972 A anal te this drawing or sower page listing this°twiny, Indicates s? of profaaaiabl engineering* �_(� a _ ly 8351 Roma Circle responsibility ooffithe BuildingBdesign ��r AIISIPsuitability. and use of this drawing for structure the Vs@It Tao ,� OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE: wwa.alpinaltw.com; TPI: www.tpinst,org; VITA: www.sbcindustry.com; ICC:ens,locsafe,org Renewal 6130/2018 SPACING 24.0" JREF- 1 W1 67 1 7 5Z1 8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - G2 ) Top chord 2x4 HF #2 :11 2x4 HF #1&Bet.: 120 mph wind, 20.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4, W6, W8, W10 2x4 HF #2: DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3'i,min.) @ 6" OC. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W3X5 S 3.00 [ 4] W4X5 1.75 R 1.50 [18] W4X5 1.75 L 1.50 [22] W3X5 S 3.00 5X7-= 5X7 3X5% "N*443X5 4 r 4p,„ 4X8, I1,f��+�4i44 W10 et 4 4X8 5-7-12 Ti ( 18-0-0 1-0-0 1 3X5[3] III 4X5[4] = 3X5= 3X5= 3X7= 4X5[18] = 3X5[22] III L3-0-0>•1 6-11-10 6-11-10 6-11-10 >Ic 6-11-10 6-1-8 ylc 6-11-10 6-11-10 I_ 13-11-4 _I— 6-1-8 _I_ 13-11-4 1< 34-0-0 Over 2 Supports >I R=1545 U=118 R=1765 11=153 W=5.5" RL=60/-57 ,g.D PROFS, Design Crit: IRC2012/TPI-2007(STD) S PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.x• • a►,I(3m N . w OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 "SING!"READ AND FOLLOW ALL NOTES ON THIS DRAWING! Z 825 N 4th Ave,Comelius OR 97113 ••Iar PORTAN • FURNISH THIS DRAWING To ALL estroaCTDIs INCLUDING 111E INITIALLERS. Ay 88294PE Tr TC LL 25.0 PSF REF R7175- 46647 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall a provide temporary bracing per SCSI. Unless onperly aurocheaa, R71 24$9 top chord shall have properly attached structural sherovidelngte and rbytbra chord shell have a properly aotherwise, DL 10 0 PSF DATE 06/01/17 ,0116k, d rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS! 06/02/2017 C DL 7.0 PSF DRW CAus 75 1715 ,4��Q�� ** sections B3, 67 or B10, as applicable. Apply plates to each face of-truss and position as shown above and on I the Joint Details, unless noted otherwise. Refer to drawings 160A-2 forstandardplate positions. I Alpine, a division of ITN Building Components Group Inc. shall not be responsible far any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/CWC drawing. any failure to build the truce In conformance with ANSI/TPI 1, or for handling, shipping, `Zcr 14,zoo' m TOT.LD, 42.0 PSF SEQN- 86975 AN ITW COMR4NY installation&treeing of trusses. `- A sol err!hie drawing or cover page listing this drawing, Indicates adasptaros of professional engineering Y��((�� • raappfelbility solely Ter the design ahoan. The suitability am use of tale drawing for cry structure Is the V, 'g Ta 8351 RovanaCircle reopens lbll!Cy of the Building Designer per ANSI/TPI 1 Seas. Q ll'll DUR,FAC. 1.15 FROM BB s. Sacramento,CA 95828 For more Information see tills Jabs general notes page and these web sites: ALPINE: w.aipineltw.com:TPI: www.tpinst.org: NTCA:ww.sbcindustry.com; ICC: wmw,lccsafe.org Renewal 6180/2018 SPACING 24.0" JREF- 1 W1 B7 1 7 5Z 1 8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - G3) Top chord 2x4 HF #2 120 mph wind, 21.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :62 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. :Rt Slider 2x4 HF #2: BLOCK LENGTH = 1.509' Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC & 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W5X7 2.75 L 3.00 [ 4] W3X7 4.25 L 1.25 5X5 5X5= 3X7[4] 1.5X44 4 , 1.5X4 111 \11... 4 6-3-12 -"N.1111r\N- _ L „ 18-0-0 -1- 62 ► s T 5X7[3] = 4X5= 3X7= 5X7(E1) iz-O-J 4-7-13 l_ 5-7-11 _I. 5-7-12 1- < 5-7-12 I_ 5-7-12 _i_ 5-7-12 �, 7-5-10 'l` 8-5-10 -1- 8-5-10 —I 8-5-10 15-11-4 2-1-8 16-11-4 35-0-0 Over 2 Supports =i R=1673 U=122 R=1382 PLF U=120 PLF W=1-5-8 RL=62/-65 Note: All Plates Are 3X5 Except As Shown. p PRp Design Crit: 1RC2012/TPI-2007(STD) ,it SFS PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.O1 .'4 D 0%18. `s4 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI••READ AND FOLLOW ALL Nares ON THIS DIMING! �' ((/ �' TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••IIVORrAIR•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE REF R7175- 46648 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fol for tt the latest edition of BCS/ (Building Component Safety Information, by TPI and MICA) for safety practices prior r! DL 10.0 PSF DATE 06/02/17 to performing those functions. Installers shall provide temporary bracing per BCS/. Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached C DL 7.0 PSF T1 rigid telling. Locations shown for permanent lateral restraint of wane shall have bracing installed per SCSI 06/02/2017 DRW CAUSR7175 17153134 ctione B3. BT or B10, as applicable. Apply places to each face of truss and position as shown above and o 1 the Joint Details, unless notetl otherwise. Refer, to tlrar:ng:1BOA-Z for stantlertl plats poll tions. Ail ��N 1 , Alpine, a::::elan of ITW Building component.Group Ino. :hen not b.responsible far any deelation from thea CIREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fan ure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, ole AN ITW COMPANY installation a bracing of trusses. vo 14 4Op TOT.LD. 42.0 PSF SEQN- 116377 A eel on this drawing or ower peg.listing this drwing, Indlpstw aowp'anu of profwsiavl engineering 4 r responsibility solely for the design sheen. The suitability and use or this drawing for any striate,.is the *se if Tan i''' DUR.FAC. 1.15 FROM BB 8351 Romana Circle r..panaibn Ity VT of th.Building Designer per ANSPI 1 See.2. '., Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.D" JREF- 1W1B7175Z18 ALPINE: wee.alpineltw.com;TP1:wew.tpinst.org;RICA: www,shcIndustry,com; ICC:www.lccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - G4 ) Top chord 2x4 DF-L 2400f-2.OE :T2 2x4 HF #1&Bet.: 120 mph wind, 21.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T3 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bot chord 2x4 HF #2 DL=4.2 psf. Webs 2x4 HF Std/Stud :W2, W4, W6 2x4 HF #2: :Rt Slider 2x4 HF #2: BLOCK LENGTH = 2.355' Wind loads and reactions based on MWFRS with additional C&C member design. (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) i5 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W3X5 S 3.00 [ 4] W4X5 1.75 R 1.50 6X6= 3X5 r:r 3X5-----; 4 `--- T2 3X5 :� 1`= q 6-8-0 4X8% `\*14%4%44 ��J��''' 3X5 114414._ W6 .. 0-8-0 1-0-0 ;L - :■ o. I © 18-0-0 1 Tf 3X5[3] III 4X5[4] = 5X7 1.5X4 ISI 5X7(E1) Le2'wJ I- 8-0-0 >'< 9-0-0 >I-s 9-0-0 >.c 9-0-0 ;I I, 17-0-0 _I- 18-0-0 -I Ec 35-0-0 Over 2 Supports i R=1485 U=123 R=1644 U=147 W=5.5" RL=66/-68 Design Crit: IRC2012/TPI-2007(STD) 0te PR(��FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.' D CM/8- A OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (50333357-7118 ^/ARNINGI•• READ AND FOLLOW ALL NOUS ON THIS DRAWING! yJU` 6G , TC LL 25.0 PSF REF R7175- 46649 a" 825 N 4th Ave,Cornelius OR 97 13 HiORTANT. FURNISH THIS DRAWING TO ALL CONrRACTONS INCLUDING THE INSTALLERS. a3294PE Trusses require extreme care in fabricating, handling, shipping, Installing and bracing, Refer to and foilew (r ,,,,- 'DL 10.0 PSF DATE 06/01/17 the latest adl tion of BCSI Cs. Inst Caeponent 5afety Ie temporary on, by TRI and SCA) for se fsty ted otherwise,prior to performing thaw functions. Installers shall provide tempore bo bracing per SCSI. Unless noted otherwise. top Chord shell have properly attached structural sheathing and bottom chord shall have a properly attached /� rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCsi :C DL 7.0 PSF DRW CAUSR7175 17152495 sections 63. 87 or 810, as applicable. Apply plates to each feta of truss and position as shown above and on06/02/2017 Q ---,11=1)_N - - , a Joint Details, unless noted otherwise. Refer to drawings 160A-z far standard plate positions. BC LL 0.0 PSF CA-ENG BFR/CWC 1 Alpine, a division of ITN Building Components Group Inc.shell 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. N ff, C TOT.LD. 42.0 PSF SEAN- 86962 W COM AN ITPANY Installation bracing bcing ar trusses. LY 14,1oQ! A Nal on this drawing Cr ower sego 1lsting thl.drawing, !Misses.eae.pt.ne•or professional engineering reepmwlblllty solely for tine design slow,. The Suitability sod use or this drwleo for any structure.is the �se`117an'i DUR.FAC. 1 .15 FROM BB 8351 Roma Circle ,esepsuibi i ity or him Sul icing Designer per ANSI/TPI I S.e.2. % Sacrem®ite,CA 93828 For more information see this Job's general notes page and these web sites: SPACING 24.0" J REF- 1W1 B7 1 7 5Z1 8 ALPINE: www.alpinelte.com;TPI:wwwww.lccsafe.org irTCA:nwe.sbelndustry.com; ICC; w .iccsafe.org Renewal 6/30/2018 A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0617005--JT ROTH CONSTRUCTION -Mas 22209A Hip 12" heel I -- VERIFY VERIFY, OR - FG1 ) Top chord 2x4 HF #2 This "Hip Frame" may be used in place of purlins on the hip plane to Bot chord 2x4 HF #2 brace the flat top chord of hip trusses. See detail drawing Webs 2x4 HF Std/Stud :W1, M4 2x4 HF #2: HIPFRAME1014 or HIPFR1801014 for additional information. 2X4 II! 12.65 r dill '19-6-0 9-6-0 Allill -7-- 1 L 2X4(D8R) 2X4 III 8-10-3 "12 f Note: All Plates Are 1.5X4 Except As Shown. PRO Design Crit: IRC2012/TPI-2007(STD) ,9' SFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.,d 11 Q4F�.A OR/-/1/-/-/R/- Scale =.25"/Ft, _ Truss Components of Oregon (503)357-2118 "WARNING!" READ AND FOLLOW ALL NurEs ON THIS MARINI Qi 88294PE AQ REF R7175- 46650 825 N 4th Ave,Cornelius OR 97113 ""IN TART.. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INATJUJ.ERs. ([ /7 TC LL 25.0 PSF Trusses require extrema care In fabricating, handling, shipping, Installing and bracing. Refer to and follow .re the latest edition of BCSI (Building Component Safety Information. by TPI and MICA) for safety practices prior all.". DL 10.0 PSF DATE 06/01/17 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 :C DL 7 0 PSF rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! DRW CAUSR7175 17152497 ,4 L��O TI sections 83, BT or 810, as applicable. Apply plates to each faceof truss and position as shown above and on 06/02/2017 . I the Joint Details, unless noted otherwise. Refer to drawings!BDA-Z for standard plate positions. 1 Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this �y OREGON BC LL 0.0 PSF CA-ENG CWC/CWC dnstall any far urs go build the truss In conformance with ANSI/TPI 1, or for noodling, shipping, �tr 14n 2G� G TOT.LD. 42.0 PSF SEQN- 86986 AN ITWCOMPANY installation a bracing or old the, I— A del on this drawing or cover page listing this drawing, in010.tes eow.ptanee of profs..lon.l engineering t reapwpibii lty solely for the design shown. The suitability and use of this drawing For any structure is the 4Ars'e11 Tar M t DUR.FAC. 1 15 FROM BB 8333 Rovane Circle responsibility of the Building Designer per ANSI/TPI 1 Sep.z. ` 1 e► Sacrgnnenlo,CA 93828 Far more Information see this Jobs General nates page and these web sites: SPACING 24.0" J REF- 1 W1 67 1 7 5Z1 B ALPINE: www .alpinaitw.comi TPI: w .tpinst.org; MICA: wew.ebcindustry.eoml ICC: ew.iccsafe.org Renewal 6/3012018 • _ LR Rein - ocing ve 'nber Sys LiLL, Lion T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) O" T-Reinf. is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired, L-Reinf, 400o. ,` Apply to either side of web narrow face, ,, Attach with lOd (0.128"x3.0",min) nails , at 6" ac, Reinforcing member is , Notes: a minimum 80% of web .4,r- member , member length. ir This detail is only applicable for changing the specified CLR , shown on single ply sealed designs to 1-reinforcement or ,, L-reinforecement or scab reinforcement. . " _4 Alternative reinforcement specified in chart below may be conservative, MUM • For minimum alternative reinforcement, re-run design with appropriate MEM FA " reinforcement type. T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, - Attach with 10d (0.128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6" ac, Reinforcing member is a 2x6 2 rows 2x6 2-2x4010 minimum 80Z of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(310 Scab Reinf. 1-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, I (KE) Center scab on wide face of web. Apply (1) scab to each face of web, 111 �4¢E[1 PR©fi"sS' ,G1NFlt i0 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! /� F- ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4/ 83294PE • 9 T C L L P S f REF CLR S U b S t, Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and (r' ,,,,,.. DL PSF DATE 10/01/14 ;,` follow the latest edition of BCSI (Building Component Safety Information, by TPI and SECA) For safety j ',, practices prior to performing these Functions. Installers shall provide temporary bracing per BCSI. --- — Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char. BC DL PSF DRWG BRCLBSUB1014 "'� ,w short have y attached rigid telling. Locations shown for permanent lateral restraint of webs -` a properly persections B3. B7 or 810, as applicable. Apply plates to each Face 06/02/2017 _--'—'- - -i R_____1: I)=� i shoo have bracingiontas s SCSI BC LL PSF F truss and position as shown above and on the Joint Details,unless noted otherwise. 06� �� I Refer to drawings 160A-Z for standard plate positions. QN Alpine,a division of ITW Building Components Group Inc. shall not be responsibLe for any deviation from TOT. LD. PSF AN ITW COMPANY this drawing, any failure to bund the truss in conformance with ANSI/TPI 1,or for handling, shipping, 51/LY ,20� ♦ installation d bracing of trusse (0 14 t0 A seat on this drawing or cover page listing this drawing,Indicates acceptance of professional eM engineering responsibility solely for the design shown. The suitability and use of this drawing V ell Tar DUR, FAC. 13389 Lakefront Drive For any structure Is the responsibility of the Binding Designer'per ANSI/TPI I Sec.2. Earth City,MC 63045 For more information see this Job's general notes page and these web sites: Renewal 8/30/2018 SPACING ALPINE. www.alpineitw.comi TPI.www.tpinst.orgi SBCA:wwwsbcindustry.orgl ICC. www.iccsafe.org X H D rave Details Hip Frame B W4X4, Min, II ___ �' 24" _- • �- U CoII mmon III U Trusses Typ' U \/1,5X3 `�_� TyP. ' I�1114 al II III j#�1 Ilih • Stepped Hip 7111111111N11/_ SiU"•ili i`�:11111 System Trusses 2x4 ChordsI 111111\12x4 Purlins EMIMIII.1711111#1111' ��.��`�'.ielli iiiiiii``\Setback IIII ��t,t�' \ p �� _ •, !.LPitched and Sheathed �ESAIIIIIIIIII♦MEME,�ri- Chord Area .a, Hip Frame* __'--- B _ Bottom Chord W3X4, Min. o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0,148"x3") W3X4, Min, Hip Frame, 'R' common nails, Bottom chord of hip frame to be attached to #1 hip with 10d common (0.148"x3") na@ 6" o,c, maximum spacing, Ill Hip frame stops at plumb cut of 1111111111 Hip Frame jacks to maintain pitch continuity. Section S- X Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better, ' 1 I See Engineer's sealed design for setback, iiiiiAiiiii lumber, plating, loading, and duration factor required. PragnIIIIIIIIIMMII R' Hip frame chords may be trimmed up to 2" to fit. Steppurlins must be intact and properly attached, F - Setback Systeped Tru s ses Use this detail fort ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of' hip frame system where indicated. ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Struct - -+nets must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1.00 To ., h1d =�C tins, CO �‘G1Ni s`r�0 wwVARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! /. wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. GL/� 83204PE '9, REF HIP FRAME Trusses require extreme Lin Fabricating,handling, shipping,Installing and bracing. Refer -to and SCSA ` Follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety / _, DATE 10/01/14 ZN., practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. `` Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom Thor( ,l'" '-" -,.,, .,,, shall have o properly attached rigid selling Locations shown for permanent lateral restraint of webs DRWG HIPFRAME1014 shall have bracing installed per BCSI sections B3, Boor 610, os uniesable. Apply plates to each face 06��2�2�17 i of truss and position as attached above and an the Joint Details,unless noted otherwise. �y �,a �� _ t Refer to drawings 160A-Z for standard plate positions. ,68...60/e60,5:10:11/7.421,0a2107: �VL/I/QN Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from ��wy O ULT AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI I, or for handling, shipping, r�r_ �(/��. 0� • installation & bracing of trusse a/�c. '��{� .t A seal on this droning or cover page listing this droning,Indicates acceptance of professional Ss '�TA ` engineering responsibility solely for the design shown. The suitability and use of this droning Q G� 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect, Earth City,MO 63045 For more information see this Job's general notes page and these web sites, Renewal 6/30/2018 ALPINE] www.alpineitw,coni TPI, www,tpinst.orgi SBCA' www.sbcindustry,orgi ICC, www.lccsafe.org