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Plans (75) Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1VM37175Z0802143909 Truss Fabricator: Truss Conponents of Oregon Job Identification: 1215003--JT ROTH CONSTRUCTION -Medallion Modem Lot 1 -- VERFIY VERIFY, OR Model Code: IRC Truss Criteria: 1 RC2012/TPI-2007(STD) op PROF, Engineering Software: Alpine proprietary truss analysis software. Version 15.01. `cp�� G%NE `r`1/O Truss Design Loads: Roof - 42 PSF 9 1.15 Duration O F 1 oor - N/A eti 83294PE 'S' Wind - 120 MPH (ASCE 7-10-Closed) Notes: OREGON 1. Determination as to the suitability of these truss components for the �4 w1Y14,q°`P 0 structure is the responsibility of the building designer/engineer of *cell Tan* record, as defined in ANSI/TPI 1. Real 8/30/2018 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 Russell Tangren Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1-HIPFRAME- 12/02/2015 Submitted by RTT 14:38:23 12-02-2015 Reviewer: RTT $ $ # Ref Description Drawing# Date 1 85324--CGE 15336014 12/02/15 2 85325--C 15336015 12/02/15 3 85326--C1 15336016 12/02/15 4 85327--C1GE 15336017 12/02/15 5 85328--SDG 15336018 12/02/15 6 85329--SD1 15336019 12/02/15 7 85330--502 15336020 12/02/15 8 85331--SD3 15336022 12/02/15 9 85332--FGE 15336054 12/02/15 10 85333--F 15336024 12/02/15 11 85334--FG 15336025 12/02/15 12 85335--GGE 15336026 12/02/15 13 85336--G 15336027 12/02/15 14 85337--BGE 15336028 12/02/15 15 85338--B 15336029 12/02/15 16 85339--EGE 15336030 12/02/15 17 85340--E 15336031 12/02/15 18 85341--HGE 15336032 12/02/15 19 85342--H 15336033 12/02/15 20 85343--FG1 15336034 12/02/15 21 85344--JGE 15336035 12/02/15 22 85345--J 15336036 12/02/15 23 85346--DGE 15336037 12/02/15 24 85347--KGE 15336038 12/02/15 25 85348--K 15336039 12/02/15 26 85349--I 15336040 12/02/15 27 85350--AG 15336058 12/02/15 28 85351--A 15336041 12/02/15 29 85352--A1 15336042 12/02/15 30 85353--A2 15336043 12/02/15 31 85354--A3 15336044 12/02/15 32 85355--A4 15336045 12/02/15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - CGE) Top chord 2x4 HF #2 :T2, T4 2x4 DF-L #2(g): Connectors in green lumber (g) designed using NDS/TPI reduction factors. :T3 2x6 HF #2: Bot chord 2x4 HF #2 Webs 2x3 HF #2 :W1, W4 2x4 DF-L Std/Stud(g): (**) 2 plate(s) require special positioning, Refer to scaled plate plot :W2, W3 2x4 DF-L #2(g): details for special positioning requirements. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF 120 mph wind, 24.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located cladding load one face, and 24.0" span on opposite face, anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the length Wind loads and reactions based on MWFRS with additional C&C member tabulated for 2X4 studs of the same grade. design. (*) Provide lateral bracing for inset member. Attach nailer See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind at edge of lower roof diaphragm, or use purlins at 24" oc. bracing requirements. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO Bottom chord checked for 10.00 psf non-concurrent bottom chord live load NOT OVERCUT. No knots or other lumber defects allowed within 12" of applied per IRC-12 section 301.5. notches. Do not notch in overhang, heel panel or where shown by (NNL). Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X5= 3X54 T2T: T4„1 .5X4(**) III4X12�� 8 .• 11111 %,3X5(**) 16-7-14 (WNL) ---1 ( 11-3-13 0-4-7 I ��,, 0-4-7 T • ■■ — =Alkk _ \ T as 19-0-0 1 3X5 3X5= 3X5E 3X5(131)= 3X5= 4X5(A2) 1-6-0 1-6-0 -.-y 7-3-7 118 11-10 ,I_ 4-7-10 _I_ 5-5-11T— I— -I- 5-5-7 J 6-8-12 'I` 7-1-10 I I— 11-4-15 J_ 5-0-1 J, 5-6-1 O-4-15 10-6-0 J 1 32-10-0 Over 2 Supports R=234 PLF U=13 PLF W=12-4-8 R=1454 U=49 W=5.5" RL=21/-21 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.0.1 .7 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (5031)357-2118 "�WARMNINGI**RPM AND FOLLOW ALL NOTES ON THIS DRAWING! 9 !Pi. REF R7175 85324 825 N 4th Ave,Cornelius OR 97113 *.INFORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. l.( S1, TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow V G 1 N the latest edition of SCSI (Building Component Safety Information, by TPI and PTCA) for safety practices prior C9, �!� FF,� O1.7 TC DL 10.0 PSF DATE 12/02/15 to performing these functions. installers Shell provide temporary bracing per SCSI. Unless noted otherwise, ((/ 83294PE 'y top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid calling. Locations shown for permanentlateral restraint of webs shall have bracing Installed per SCSI �./ DRW CAUSR7175 15336014 .4��0�� sections B3. BT or B10, as applicable. Apply plates to each faceoftruss and position as shown above end on — I the Joint Details, :less n tad otherwise. Rafer to drawings 16CA-Z for s antlartl place pesitiu:s. 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a divas ion of ITW Buil Ing Components Group Inc, sM1ell n t be responsible Por any deviation From this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY Installation bracing of trusses. TOT.LD. 42.0 PSF SEAN- 356114 . A seal on this soleing or over page listing this drawing. III■Itatae or of professional Ire i If. respomalbl llty solely for the design shwn. The suitability end use or this chewing for any structure istheG `'LCY 14,20 I5 — 8351 Rover Circle responsibility or the Building Designer per ANSI/TPI 1 See.C. $�'e fg,t,�� t DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information this,Job's general notes page and thane web a SPACING 24.0" J RE F- 1 VM3 7 1 75 Z08 ALPINE: ww.elpineitw.com tTPI see PTCA: www.sbc irMustry.cw: ICG: www.,ccsafe.arg Renewal 6/30/2016 (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - C) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2(g): 120 mph wind, 24.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT Ii, EXP B, wind TC DL=6.0 pf, wind BC Webs 2x4 DF-L #2(g) :W1, W7 2x4 DF-L Std/Stud(g): DL=4.2 psf. :W4 2x4 HF #2: Wind loads and reactions based on MFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors, design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load (a) Continuous lateral restraint equally spaced on member. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X5--- A X5=i 7- 3X5 '-. 3X5 3 % 3X5�� X5 # 3X5�� r 1 .5X4 kiik A 1 .5X4 11-3-13 8 440ik 0-4-7 1 0-4-7 Allikb , _1 iiiii" -... .... .... ..FN 19-0-0 3X5= 3X7= 3X5 -- 5X5(A2) X5=5X5(A2)= 5X5(A2) 3X5---- U..76-221 11.62 5-8-15 _I_ 5-4_1 -J- 8-0-18-4-1 >I< 5-4-1 8 -4 18 0-1 ,I- 5-_4_1 ,I, 8-4-15 8-15 5 I- 16-5-0 -1— 16-5-0 J k 32-10-0 Over 2 Supports >1 R=1564 U=88 W=5.5" R=1564 U=88 W=5.5" RL=228/-228 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .0 mp �1.'L-- OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon (503)357-2118 •�WARNINGI••READ AND FOLLOW ALL NmEs a Tins DRAWnNGI TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 . NR10RrAmw• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. f SS REF R7175- 85325 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow s,1 H ' the latest edition of BCSI (Building Component Safety Informetien, by TPI and RTCA) for safety practices prior k` 4a .e0,,0 OZ TC DL 10.0 PSF DATE 12/02/15 5 T. to performing these functions. tlnstellers shell provide temporary bracing per sten, Unless noted eTharwlse. CLQ 83294PE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel l ing. Locations shown for permanentlateral restraint of webs shall have bracing installed per Besl ! BC DL 7.0 PSF DRW CAUSR7175 15336015 ,4�L��� sectioe B3, 87 or 810, as applicable. Apy plates to each faceof trussandposition as shown above and on I the Join[0eteil nless n Yetl otherwise. Rarer to tlrew ings 160A-Z Por s da rtl plate poslY Ions. I Alp,n a tlivision of ITW BUlltling Components Croup Inc, aha„ n t b¢responsibl¢for a„y deviation from this 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping. AN ITW COMPANY Installation A bracing of tresses. iRt OREGON TOT.LD. 42.0 PSF SEQN- 356116 • A seal on this drawing or cover paps Plating this drawing, Indicates seeaptenca of professional engineering /�a 0n. C responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 0, `LL!14,20d' 0 _ I 8351 ROVana Circle responsibility l ity of the Building Designer per ANSI/TP1 1 sea.2. *sell t OUR.FAC, 1 ,15 FROM BB Sacramento,CA 95828 For more information s this job's general notes page and these web sites: $e��Tai ALPINE: www.alpineitw.com; TPI: w .tpinst.org; WICA: www.sbcindustry.co : ICC: wnw.iccsafe.org Renewal 8)30/2018 SPACING 24.0” J REF- 1 VM3 7 1 75 Z08 aw ,n t I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - C1) Top chord 2x4 HF #2 :T2 2x4 DF-L #2(g): 120 mph wind, 24.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L #2(g) :W1, W7 2x4 DF-L Std/Stud(g): DL=4.2 psf. :W4 2x4 HF #2: :Lt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors ingreen lumber design. (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member. 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 2.00. 4X5(R) III 3X5 0 3X5� 8 ` 3X5o� 1 .5X4 1 .5X4 lir 8 AAIII11-3-13 • 0-7-11 0-4-7 ow _AllkR■ = �\ -0-0 5X7(84)(R) III 3X5= 3X7= 3X5 3X5= 5X5(A2) 0-6-2 L 5-4-1 8-0 4'18-0 1 J— 5,�1 _I_ 8-0-15-4-1 'I." 5-4-1 8 4 18 0-1 _I, 5_4--1 _I_ 8-4-155-8-15 JI I— 16-0-2 _I, 16-5-0 ' I32-5-2 Over 2 Supports ,{ R=1418 U=76 R=1555 U=91 W=5.5" RL=211/-204 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.0 OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon 503)357-2118 ""tAIUIINGImm READ AND FOLLOW All.naffs all nus DRAWING! c l '1'4' TC LL 25.0 PSF REF R7175- 85326 825 N 4th Ave,Cornelius OR 97113 ..upoRTglra" FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. edi Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer t and follow 4J G••••,-0. 0 the latest edition of GCS! (Building Component Safety Information, by TPI and Wr0A) for safety practices s prier �0 �� � 9 TC DL 10.0 PSF DATE 12/02/15 S " o performing these functions. tInstallerhall provide temporary bracing per SCSI, Unless noted otherwise, 83294PE top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached re BC DL 7.0 PSF rigid ceiling. Locations shown r permanentlateral restraint of webs shall have bracing installed per Bcsl ,. DRW CAUSR7175 15336016 fi sections 83. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on A[L i^ ' 1 the Joent Oeie;ls. unless notetl otherwlsa. Refer to tlraw;ngs 1BOAA-Z Por stantlard plate pos;ilons from BC LL IAlpin , a division of ITN „g Comporo„tg Group Inc. shall t ba raapans;b,e far a„y dae,at;o„f this 12/02/2015 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. OREGON TOT.LD. 42.0 PSF SEQN- 356181 Aesseal on this drawing or Lover page listing this drawing, Ina use acceptance of professional Inesrl + responsibility solely for the design show. The suitability and use of this drawing for any structure Is the wLY 0� 8351 Rovana Circle responsibility of the gun lding Designer par ANSI/TPI 1 See.2. GsBel��Ta'0"(� DUN.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information s this st.o general notes page and these web sites: T SPACING 24.0” J RE F- 1 VM37 1 7 5 Z08 ALPINE, ww.elpine;tw.cwn; TPI www.tpinst,org; STCA: www.sbc i.wustry.com; ICC: www.iccsa te.org Renewal 8/80!20101 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - C1GE) Top chord 2x4 DF-L 2400f-2.OE :T1 2x4 HF #1&Bet.: 120 mph wind, 24.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located T4 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: psf. Webs 2x4 DF-L #2(g) •W1, W7 2x4 DF-L Std/Stud(g): :W4 2x4 HF #2: •M1, M2, M5, M6 2x3 HF #2: Wind loads and reactions based on MWFRS with additional C&C member :Lt Wedge 2x4 DF-L Std/Stud(g): design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF cladding load one face, and 24.0" span on opposite face. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) Continuous lateral restraint equally spaced on member. bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live load for dead load is 2.00. applied per IRC-12 section 301.5. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT JT PLATE LATERAL CHORD OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do No SIZE SHIFT BITE R 4X5notch overhang, panel or where shown [20] W3X7 S 1.25 ( ) III not in heel by (NNL). T 3X5% 3X5o� 3X5 3X5�� 12-7-10 ��10111111 (NNL) •• .. 14-11-2 a — (NNL) 11-3-13 _78T 0-7-11 0-4-7 PS NN T 5X7(B3)(R) III 3X5= 3X7[20]= B2 3X5----- 3X5--- X5=3X5= 4X8(63) 1-6-0 Fc 5-4-1 8 -4 18 0-1 541 i. 8-0-15-4-1 J` 5-4-18-0-1 5-4-1 8-4-155-8-15 J1 16-0-2 16-5-0 ' I< 32-5-2 Over 2 Supports R=2009 U=93 R=2163 U=110 W=5.5" RL=237/-229 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 .0 OR/-/1/-/-/R/- Scale =.225"/Ft. _ Truss Components of Oregon ((503))357-2118 "WARNING!"READ AM)FOLLOW ALL NOTES OWN This CRANING! �Ik.' - N1 3 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 '•INFORTANT" FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 8532 7 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 5 et1 N thelatest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior Ct /.P ��n Oy TC DL 10.0 PSF DATE 12/02/15 to performing in9 these functions. tacheInstallers structural provide thingtemporary bracing per SCSI. eUnlessproperly otherwise, r((/ V 83294PE -r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Y. rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS( / BC DL 7.0 PSF DRW CAUSR7175 15336017 ,4 O`� II , sections 83. B]or 010, as applicable. Apply plates to each faceof truss t.position as shown above and on — II L J I the Jaint Retells, unless n ted o[he Tulsa. Refer to drawings 160A-2 Por s antle rd plate positions. A1pine, a division of ITN Building Components Group Ina. shall n be responsible far any deviatlpn from[hie 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT ' drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN Tv,/COMPANY Installation&bracing of tresses. OREGON TOT.LD. 42.0 PSF SEQN- 356186 A semi on thin drawing or cover page listing this drawing. indicates seesptenca of professem lensl anginrinp responsibility vainly for the design shown. The suitability end un. w of this drawing for any structure Is *4sTao 14,24' o �G w BJ$1R(1yan8CILCIe responsibilityoTtheBuildingDesignerparANSI/TPI1See.2. *vQ��Tao i CUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For bora Information see this Jobs general notes Page and these web sites: V ALPINE: www.alpineltw.com; TP1: www.tpinst.erg: NTCA: www.sbwSPACING 24.0"cindustry.com: ICC: ww.iccsafe.org J REF- 1 VM37 1 75 Z08 Renewal R/30/2016 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - SDG) Top chord 2x6 HF SS :T1 2x4 DF-L 2400f-2.OE: Special loads Bot chord 2x6 HF #2 :82 2x4 DF-L #1&Bet.: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) :B3 2x6 DF-L SS: :64 2x6 HF SS: TC- From 74 plf at -1.50 to 74 plf at 7.94 Webs 2x4 DF-L Std/Stud(g) :W1 2x4 DF-L 2400f-2.OE: TC- From 74 plf at 7.94 to 74 plf at 21.94 :W4, W7, W8, W9 2x4 DF-L #2(g): :W11 2x4 HF #1&Bet.: TC- From 74 plf at 21.94 to 74 plf at 32.43 BC- From 5 plf at -1.50 to 5 plf at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 14 plf at 0.00 to 14 plf at 2.96 BC- From 14 plf at 2.96 to 14 plf at 18.00 BC- From 14 plf at 18.00 to 14 plf at 32.43 (**) 1 plate(s) require special positioning. Refer to scaled plate plot BC- 836.12 lb Conc. Load at 7.95 details for special positioning requirements. BC- 329.26 lb Conc. Load at 10.00,12.00,14.00,16.00 18.00,20.00,22.00,24.00,26.00,28.00,30.00,32.00 120 mph wind, 21.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 Right end vertical not exposed to wind pressure. psf. Calculated horizontal deflection is 0.17" due to live load and 0.25" due (a) #3 or better scab brace. Same size & 80% length of web member, to dead load. Attach with 10d Box or Gun nails (0.128"x3",min.} 0 6" OC. In lieu of structural panels use purlins to brace all flat TC m 24" OC. Laterally brace bottom chord above filler with purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS. applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increase factor No SIZE SHIFTBITE for dead load is 2.00. [ 1] SS0612 S 1.50 [ 7] W4X5 2.75 L 1.25 [12] W4X5 1.25 R 1.75 [16] W3X7 S4.25 [22] W4X8 S 1.25 [23] W1012 4.50 R 3.00 [24 W101 3.00 R 1,75 8X8= 3X5= 1 .5X4 III 5X5= 4X8[22]= 6X8[24] ow 1 IU I T -,- 8 1--- .B1--- 4X5[7] T W4 W7 W9 ' 3X5(BP) (a) (a) 5-6-11 5-7-15 0-4-7 ''� B3 - V - W11 = �`a.zs 5X7= 4X5[12]= 1-0-0 F LA ( 19-0-01 _L 84 SS0514(**)(I) t H1014= 1012[23]= 4X8111 SS0612[1] 2X4 III 0:6-013X7[16] III L, 2-8-02-9-12 1 5-15-1-8-8 i 5-2-2- 5-0-6 T 5-0-6 7 2-97-0-13 7-2-9 7-11-4 J. 24-5-14 2-8-06:5[ 15-0-8 -I- 14-5-2 32-5-2 Over 2 Supports R=3626 U=391 W=5.5" R=4135 U=486 RL=1311-48 PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: I RC2012/TP I-2007(STD) Wave FT/RT=2%(0%)/4(0) 15.O1.01 .4..re-.r c OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon (503)357-2118 "■ARNlNGI" READ aTo LL FOLLOW ANOTES cm THIS DRAWING, 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT*. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 6`( IN SjO TC LL 25.0 PSF REF R7175- 85328 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow �� �� 'I the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for Safety practices prior . '' 83294PE - TC DL 10.0 PSF DATE 12/02/15 TM o performing thesefunctions. Installers provide temporary bracingho per BCSall Unless properly otherwise. it 9 _ to rigidchordcei Shall Mace properly a t St t Tal r., rM1tring antl bottem tshal shall brae a properly a perM1SC /' BC DL 7.0 PSF cti ceiling. Locations a shown for permanentstructural restraint t oP webs shall have biotins installed per SCSI DRW CAUSR7175 15336018 ,4���)0 sections B3tl BT or Big as applicable. Apply plates Co each face of trussta a position es shown above and on J 7,-: nt Details' enless notetl otharwlSo. Refs tp tlrawln s 1BOA_Z for s a"tlartl pl¢te posltlenS. 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT I I Alpine, a Ivis ion of ITN Bulltling Components Group Inc. shall n t be responsible far any devietlon from this drawing, anyfailure Co build the truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN TWO:N :0NY installation&bracing of trusses. TOT.LD. 42.0 PSF $E . A seal on this droving or cover peg. listing this droving, indicates acceptance of professional engineering 3 `, 14,2 p0 N- r..pmr®Iblllcy solely for the design sham. The suitability and us.of this drawing for any structure Is the 0. ° C DUR.FAC. 1.15 FROM 883561 94 • 8351 RovanaCircle responsibility of the Building Designer per ANSI/TPI ,S...2. e'en Tan"- Sacramento,CA 95828 For more information this Jobs general notes page and these web s J RE F- 1 VM37 1 7 5208 ALPINE: www.alpineitw.com t TPI: eww.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renewal 8/3O/2015 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - SD1) Top chord 2x4 HF #2 :T3 2x4 HF #1&Bet. : 120 mph wind, 22.18 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) :B3, 64 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W1, W8, W10 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.11" due to live load and 0.17" due Right end vertical not exposed to wind pressure. to dead load. (a) #3 or better scab brace. Same size & 80% length of web member. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. Laterally brace bottom chord above filler with purlins at 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 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [22] W4X8 S 1.25 [23] W4X5 S 1.25 5X7(R) III [24] W2X4 S 2.50 3X5= 1 .5X4 HI 3X5= 3X5= T3 4X5[23] 2 /7V 3X5 \IIPPir 8 (a) 6-10 6-11-15 o�� i 0-4-7 / 00B3 3X10= o- 1-0-0 s 19-0-0 T 4 71T6X8= B4 H0514= 4X8[22]= 2X4[24] III 3X10'' 1 .5X4111 1.5X4 Itl U.:6-221 2-9-12 `I_ 7-1-8 ,.. 4-0-6 _I, 4-2-2 �- 7-0-13 7-2-9 2-8-0 T 7-1-8 8-2-8 7-2-9 7-2-9 9-11-4 _I— 22-5-14 l'c2-8-qT3Tg 15-0-8 I` 14-5-2 Fc 32-5-2 Over 2 Supports R=1560 U=62 W=5.5" R=1413 U=97 RL=163/-55 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01 .01 ►:3,,-•r4f OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon (503)357-2118 `!�MINGI"' �^°^"° °W au Nares ON THIS OWNING! 0 4S' REF R7175— 85329 825 N 4th Ave,Cornelius OR 97113 '•INFONTANTe FURNISH THIS DRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`y'� �N� S'q.., O TC LL 25.0 PSF Trusses require extreme care In fabricating, SfetyI handling, oblation, installing end bracing. Refer to and follow or 1 83 F� y TC DL 10.0 PSF DATE 12/02/15 the latest edition of BC51 (Building Component Safety Information, by TPI and RICA) for safety practices prior I'. 83294PE !f o performing thesefunctions. Installers shall pr ovide tempora bo bracing per BCSall Boles noted attachise, eG /' to chord ei shall have properly attached forpe mane structural lateral rM1 tr and of web chord hal shall have a properly Installed perM1etl BC DL 7.0 PSF rigid caning. Loc Ions sappn for perm lie t latest o each fa of fabs shall have bracingsnabo per BCSI DRW CAUSR7175 15336019 ,4 11_,H11� i sections 03, B]or 010, as acpplicable Apply plates Co each Face of trussie^tl position as shown above and o e Joint Details, -:lass n tet otherwise. Refer to trawls 1BOA-Z tartart Plata Iwslticns. BC LL 0.0 PSF CA-ENG RTT/RTT gs 12/02/2015 Alpine, a division oT TW Building Components Group Inc. sM1all n t be responsible far any deviation Prom chis ' drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON TOT.LD. 42.0 PSF SEQN- 3561 97 AN ITW COMPANY Installation 8 bracing of trusses. • A seal On title dthOing or Cover pegs!listing this drawing. Indleetw e0eeptsnw of prbfewlonei englnwOlng O0 4, . eewsC responsibi I I y of M solely for the design shorn. The suitability end use of this drawing for any structure Is the ea `y 14'ZO w DUR.FAC. 1.15 FROM BB e 8351 Rovana Circle rasponslblhhecBuildingDeet t per ANSI/TPI Sec.2. egg Tan Sacramento,CA 95828 For more information this ot.a,ob's general notes page and theca fab sites: erg Renewal 8!30/2018 SPACING 24.0" J RE F- 1 VM37 1 7 5208 ALPINE: www.alpineitw corn CTpI Swww. pinst.org;WTCA: ww.sbcintlustry.com; ICC: www.iccsafe. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - SD2) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T3 2x4 DF-L #2(g): anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Bot chord 2x4 DF-L #2(g) :B3, B4 2x4 HF #2: DL=4.2 psf. Webs 2x4 DF-L #2(g) :W3, W4, W7 2x4 DF-L Std/Stud(g): :W10 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Connectors ingreen lumber design. (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. Calculated horizontal deflection is 0.13" due to live load and 0.19" due (a) #3 or better scab brace. Same size & 80% length of web member. to dead load. Attach with 10d Box or Gun nails (0.128"x3",min.) a 6" OC. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Laterally brace bottom chord above filler with purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 5X5= 3X5 [ 8] W3X5 3.50 L 1.25 1 .5X4 III 3X5= [22] W4X8 S 1,25 4X5[23] [23] W4X5 S 1.25 T2 ° m - T3 -I T T [24] W2X4 S 2.50 3X5[8]�i . . 1 .5X4 III W4 % 8 W3 (a) % 8-2-283 15 04-7 !2 ' a 83 3X5= 1-0-0 .13 Egg 0 19-0-0 T ,...t.,__J 4.71 T6X6= B4 H06154X8[22]= 2X4[24] III 3X10 = 1-s-o 1 .5X4 III 1 .5X4 III 2-9-12 4-7-10 I, 4-5-14 L 6-2-8 7-0-13 7-2-9 ..c2-8-0l 9-1-8 6-2-8 7-2-9 '` 7-2-9 11-11-4 I 20-5-14 1"2-8-06-.Y..7815-0-8 I— 14-5-2 k32-5-2 Over 2 Supports R=1560 U=62 W=5.5" R=1413 U=111 RL=196/-62 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01 .01 .1.,vVr;;;ft, OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components ofOre on 503 357-2118 wwARNINGI eve READ AILD FOLLCW ALL NDrEs al THIS DRMINGI �' Si TC LL 25.0 PSF REF R7175 85330 p FURNISH THIS DRAPING To ILL CDWWiBAC70RS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius O 97 13 �•I 5 f� N Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow av FF � DATE 12/02/15 the latest edition of BCSI (Building Component Safer Information, byTPI and WTCA for safer ices �,r 1. TC DL 10.0 PSF tw o performing these functions. tInstallers shall provide temprary bracing per BCS1. Unless n practices prior 83294PE 9 top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached y/ BC DL 7.0 PSF rigid ceiling. Locations shown for permanentlateral restraint of webs shall have bracing installed pBCSI DRW CAUSR7175 15336020 s 83. B7 or 810, as applicable. Apy plates to each face of trussd position as shown above and o _ sections Details, ":less noted otgerwlse. Refer to draw;:s 1BOA_Z fortandard late =Itiens. BC LL 0.0 PSF CA-ENG RTT/RTT A 11 ����� g d p p° � 12/02/2015 I i Alpine, a tllvision of ITN Builtling Campo: s Group Inc, shell n t be responsible f any tleviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, OREGON TOT.LD. 42.0 PSF SEQN- 356200 AN ITW COMPANY instal ration&bracing of trusses. �& A vel en this drawing or sever yoga Voting thle droving. Indlestw acceptance or profswiwal engineering M �1 �s� responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the G LY 14,20 Qj • 8351I2ovanaCocle responsibility of the Building Designer par ANSI/71,1 1 See.:. �8e11 Tan i DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information this job's general notes page and these web sites: ALPINE: ww.alpineitw.con tTPI waw.tpinst.org; STCA: www.sbe;ndustry.com; ICC: www.lccsafe.org Renewal 8130/2016 SPACING 24.0" J REF- 1 VM37 1 75 Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - SD3) Top chord 2x4 HF #2 120 mph wind, 23.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L #2(g) :W1 2x4 DF-L Std/Stud(g): DL=4.2 psf. :W4, W7 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Right end vertical not exposed to wind pressure. (a) #3 or better scab brace. 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 @ 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 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [17] W3X5 S 1.25 5X5= 3X5= 3X5[17]= 1 .5X4 III 2 - IN 131 T T ilL i i 3X5% •,,�I ,,,���� •��, W7,##11 ',�4♦ (a) (a) •,� 11# (a) - 9-6-2 9-7-15 1 8 ♦♦♦♦1 W4 �I ,#�1 • W1 ♦,♦1414 % #1 0-4-7 (a) 11♦14♦4♦141♦ ,, ,, � 0 o m ` Ma 19-0-0 1 1 .5X4 III 3X7= 3X5= 3X5= 4X5(R) Ill 4X5(A2) 11=6 7-2-1 ›Ic 6-9-3 4c 6-0-39-0-11 I_ 6-11 15 J, 9 5 36-3-11 J 13-11-4 ,I, 18-5-14 J k 32-5-2 Over 2 Supports R=1552 U=61 W=5.5" R=1421 U=129 RL=231/-68 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.0.+:*e"; OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon ((503)357-2118 , "'WARNINGI""READ ND FOLLOW ALL Nares ON Tuis DRMINDI K r�s 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT' FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �aG I N EF�Q S,�'L TC LL 25.0 PSF REF R7175- 85331 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow 6 TC DL 1 0.0 PSF DATE 12/02/15 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 'I. 88294P1� a o performing thereproperly Installers wnentur provide ng temporary tracing per BCSall Unless noted aattachede. Ir 9 411611kto mord anon have properly a for man structural sheathing and bottom chord al aha Ll have a properly per / BC DL 7.0 PSF DRW CAUSR7175 15336022 rigid cti ceiling. Locations shownsapplicab per gleates restraint of abs shall have bracing Installed per BC 51 ,4���) N tions B3 o:or onI as applicable. Apply plates to each faceof trussT position as shown above and o — sections Dataila, glees n ted otherwise. Refer to drawings 7::, fprandard Plata pas tions. 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT I ' Alpine, a y failure of Ibu Bul he truss In s Group Inc. shall n t ba espons a for ens tlppiatlan from this Ing, any f(lure to build the truss Ineconformance with ANSI/TPI 1.Tor for handling, shipping, OREGON AN ITW COMPANY Installation&abracing of trusses. t wy� TOT.LD. 42.0 PSF SEAN- 356203 . A awl on this drawing or cover page listing this drawing. Indicate*acceptance of profewlenal engineering 5 SLY 14,g0IP responsibi l my solely for the design shawl. The suitability end use of this drawing for any structure is the 4 �� DUR.FAC. 1.15 FROM BB 8351 Rovana Circle reepamisl I Ity of the Building Designer per ANSI/TPI T Sac.z. ' "elf Tan•_, Sacramento,CA 95828 For more information see this Job's general notes page and these web sites ALPINE:www.alpineitw.coo: TPI: wwe.tpinst.org,WTCA: w.w.sbcindustry.com: ICC: maw.iccsafe.org Renewal 6/30/2016 SPACING 24.0" J REF- 1 VM37 1 7 5208 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - FGE) Top chord 2x4 HF #2 :T2, T4 2x4 DF-L #2(g): ** :T3 2x6 HF #2: ( 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Bot chord 2x4 HF #2 Webs 2x3 HF #2 :W1, W4 2x4 DF-L Std/Stud(g): 120 mph wind, 23.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :W2, W3 2x4 DF-L #2(g): anywhere in roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC DL=4.2 Connectors ingreen lumber psf' (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MFRS with additional C&C member design. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the length See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind tabulated for 2X4 studs of the same grade. bracing requirements. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF Bottom chord checked for 10.00 psf non-concurrent bottom chord live load cladding on one face, and 24.0" span on opposite face. Top chord may be applied per IRC-12 section 301.5. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not Deflection meets L/360 live and L/240 total load. Creep increase factor notch in overhang, heel panel or where shown by (NNL). 4X5(R) III for dead load is 2.00. (*) Provide lateral bracing for inset member. Attach nailer at edge of lower roof diaphragm, or use purlins at 24" oc. 0T JT PLATE LATERAL CHORD B r— No SIZE SHIFT BITE T4 [43] W3X10 S 1.25 T2 3X5 3X10[43]o� 1 .5X4(**) III ` 3X5�� 10-4-15 (*) \ _.. • 3X100 1 /d 0-4-7 3X7fil\loi 19-0-0 3X5= 3X5= 3X5(B1)= 3X5= 4X5(A2) O 12,-6-....g 15-0611, 2 I_ 4�7-13 I_ 5-2-8 I 5-2-7 6-4-12 6-9-10 I-- 9-10-0 ,I. 5-2-12 1_ 4-7-13 0-_Li_ 10-0-0 k30-1-8 Over 2 Supports >1 R=240 PLF U=15 PLF W=10-7-0 R=1409 U=63 W=5.5" RL=22/-22 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .E.i55;.� OR/-/1/ /-/R/- Scale =.225"/Ft. Truss Components4thAve,Cornelius ((597))337-2118 •Tss INCI H•HISREAAND NG TO ALALL Nares cm TNIs moms! Cl4; Ci�NF SS,�O TC LL 25.0 PSF REF R7175- 85332 825 N4thAve,ComellusOI297113 "l��" FURNISH THIS DRAWING TO veil.COMTMk�INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing ars bracing. Refer to and follow o, DATE 12/02/15 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices pr' v� `' 9 TC DL 10.0 PSF o performing these functions. tInnstallerrs shall provide temporary bracing per BCSI. UnlessnotedOtherwise, 44 83294PE to chord shall have a properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Loc Ina shown for permanentlateral restraint of webs shall have bracing Installed per SCSI DRW CAUSR7175 15336054 ,4�1 sections 63, 87 or B10, as applicable. Apply plates to each face of trussLand position as shown above and on fIVLJ1 J I 7,:::::--.0,::::7' he�alnt°etaila, .less n ted otherwise. Refer itl drawings 1609-2:ors andard plate pmsitipna. 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT Alpinea tlivislon of ITW Builtling Components Group Inc. shall n t be responsible for any tleviatlon from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITA,COMPANY installation&bracing of tresses. TOT.LD. 42.0 PSF SEAN- 356167 . A semi an this drawing or cover pegs listing this crewing, indicates acceptance of prey 81one!engineering responsibility solely for the design shown. The mutability end use of this drawing for any structure Is the 4 ICY14,2°tfli 0 8351 Rovana Circle r�nsibi l ity of the Building Designer per ANSI/TPI 1 S.t.S. �pa,e"Tan*_� DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information t PI seethis job's b.o,general notes page and these web s SPACING 24.0" JREF- 1VM37175Z08 ALPINE: www.al pines tw.cw; TPI: www.tpinst.org; WTCA: www.sbcindustry.caw; ICC: ww.,ccsefe.org RBDWWaI elaa2a16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medias Lot 1 -- VERFIY VERIFY, OR - F) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2(g): 120 mph wind, 23,89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2, W3 2x4 HF #2: DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 4X8(R) III T 11 T3 3X5 T2 3X5 1 .5X4$ 0 ,• 1 .5X4$ 10-4-15 8 8 0-4-7 0-4-7 _ /, INk...h6\ -/- 3X5 3X5= 3X5= 4X5(A2)= 4X5(A2) ti;!----,9J I2:6-221 L' 7-8-13 7-3-15 I 7-3-15 _I_ 7-8-13 Iv 10-2-2 9-9-4 10-2-2 15-0-12 I 15-0-12 1 30-1-8 Over 2 Supports R=1444 U=94 W=5.5" R=1444 U=94 W=5.5" RL=209/-209 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .;yrtli-._:, OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon (503)357-2118 ”WARN INGI•• READ MD FOLLON ALL.mons ow THIS CRANING! ,��,' SS,� TC LL 25.0 PSF REF R7175- 85333 825 N 4th Ave,Come11Us OR 97113 f liPORTAN<" FURNISH THIS PUMPING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow f, �G/N t.0 0 the latest edition of BCSI (Building Component Safety Information, by TPI and wTCA) for safety practices prior (9 9 TC DL 10.0 PSF DATE 12/02/15 TM o performing these functions. Inste structers °ll la lateral temporary bracing per BCSall Unless notedproperly othattached e 83294PE Cap dchordcei shall have properly attached forpe stn t nal sheathing and bottom chord shall have a properly tee bed ,, BC DL 7.0 PSF rigid ceiling, locations shown for perm t restraint of webs shall have bracing Installedbo per SCSI DRW CAUSR7175 15336024 ,4�-,���0� 1 to tions B3. B]or 610, as applicable. Apply plates lto each faceoftrusst and position as shown aboveromtlt n sections °ataila. °"le=a"ted°`haywire. Refer`°tlrewinga 160A_z`pr °" plate pra"°"°. 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT I I Alpine, a tllvlsion of ITw Building Components Group Inc. shell n t be responsible for any tleviation f this yawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping. TOT.LD. 42.0 PSF SEQN- 3561 63 AN ITW COMPANY installation&bracing of trusses. OREGON A•e•1 an this drawing or Cover pegs listing this drawing, lnelCat•s eaa•ptence Of professional•ngln•aring 11 'LILY � e m responsibility solely BBuullding Dethe signer per ANSI/TPI 1bl1 Se .2 ens use of this drawing for any structure is the �� lY14,20 t DUN.FAC. 1 15 FROM BB 8351 Rouana Circle ell Tan Sacramento,CA 95828 For more information see this fob's general notes page end mese web sites, ALPINE, www.alpineitw.com; TPI: www.tpinst.org; NITA, www.sbclndustry.com; ICC, www.iccsafe.org SPACING 24.0" J REF- 1 VM3 7 1 7 5 Z08 Renewd 8/30/2018 I • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medal I ion Medws Lot 1 -- VERFIY VERIFY, OR - FG) Top chord 2x4 HF #2 :T2 2x4 DF-L #2(g): T3 2x4 DF-L 2400f-2.DE: 3 COMPLETE TRUSSES REQU I RED i 2 2 2 Bot chord 2x6 DF-L SS Webs 2x4 DF-L Std/Stud(g) :W4, W5, W6 2x4 DF-L #2(g): Nail hord: 1 ow *12.0 min. nails Top Chord: 1 Row aQ12.00" o.c. Bot Chord: 2 Rows ® 3.50" o.c. (Each Row) Connectors in green lumber (g) designed using NDS/TPI reduction factors. Webs : 1 Row 0 4" o,c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads 4" o.c. spacing of nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) grain required area overrrgar and parallel to TC- From 74 plf at 0.00 to 74 plf at 15.06 qbearingsgreater than 4" TC- From 37 plf at 15.06 to 37 plf at 22.12 120 mph wind, 23.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 74 plf at 22.12 to 74 plf at 31.62 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 BC- From 7 plf at 0.00 to 7 plf at 22.12 psf. BC- From 14 plf at 22.12 to 14 plf at 30.12 BC- From 5 plf at 30.12 to 5 plf at 31.62 5X7(R) III Wind loads and reactions based on MWFRS. BC- 1417.66 lb Conc. Load at 1.77, 3.77, 5.77, 7.77 9.77.11.77,13.77 Deflection meets L/360 live and L/240 total load. Creep increase factor BC- 2008.71 lb Conc. Load at 15.00 jU for dead load is 2.00. BC- 1421.33 Ib Conc. Load at 16.12 iii BC- 1412.63 Ib Colic. Load at 18.12,20.12 BC- 4134.62 lb Conc. Load at 22.12 4X5[8] JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W4X5 S 3.50 [ 6] W3X5 3.00 L 1.25 3X5 [ 7] W5X5 2.75 R 2.50 IP 8] W4X5 3.25 L 1.25 19] W4X5 3.75 R 1.50 i1 [20] W4x8 S 4.25 •i 4X5[19] .Agigiihh... 4` 10-4-15 3X5[6] 8 11111114IL B 0-4-7 T �� ■/ 0-4-7 JIIIIIIIIMNNimuuiii 5X10(B9R) 4X5[5] III 5X5[7]= 8X8(R) III SS0514= 4X8[20] III ` 19-0-0 4X12(B7R)� 11-6-0I H 5-5-8 >I< 4-9-10 - - 4-9-10 al< 7-0-0 i` 8-0-12 >I L- 15-0-12 ,I, 15-0-12 J 1< 30-1-8 Over 2 Supports R=12297 U=865 W=5.5" R=10370 U=888 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01 .01 .11.- ..1R OR/-/1/-/-/R/- Scale =.25"/Ft. Truss ComponentsofOregon (503)357-2118 w'WARNINGIsow READ AND FOLLOW ALL Mods miTHIsDIWINGI 0: 11 T ` 825 N Ch Ave,Cornelius OR 97113 w•IMORTANT" FURNISH THIS AWING To ALL CDNnRACTons INCLUDING THE INSTALLERS. y44 0011.4e0SSS TC LL 25.0 PSF REF R7175- 85334 Trusses require extreme care In fabricating, fetyi handling, oration, installing d entl brooms Rayer to end follow (✓` 4 � OZ TC DL 10.0 PSF DATE 12/02/15 Che latest edition of BCBI a(Building Component Safety Information, by TPI and anCA) for safety practices prifollow o performing these functions. tiinnstallerrs shellprovidetemporary bracing per BCSi. Unless noted otherwise, t(( 83294PE top Chord shall have properly attached structuralsheathing end bottom chord shall have a properly attached BC DL 7.0 PSF TR rigid ceiling. Locations shown r permanentlateral restraint of webs shell have bracing Installed per BCSI _ DRW CAUSR7175 15336025 sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o A(1 LI E1^ ' I the nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 12�02�2015 BC LL 0.0 PSF CA-ENG RTT/RTT I �J 1 CAlpin a division of ITW Building Components Group Inc. shall t be responsible f any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal nation&bracing of trusses. OREGON TOT.LD. 42.0 PSF SEQN- 356213 A seal on this drawing or cover paps Hating this drawing, Indicates acceptMloe of professional engineering 11 responsibility solely Tor the design shown. The suitability and use oT this drawing Tor any structure Is the ILS�kr 14,20 i$ DUR.FAC. 1.15 FROM BB ' 8351 Rovana Circle responsibility l ity or the Bonding Designer per ANSI/TPI 1 Sec.2. ' Ol Ta' Sacramento,CA 95828 For more information s this,job's general notes page and these web SPACING 24.0" J REF- 1 VM3 7 1 75208 ALPINE: www.alpineltw.caa; TP1; www.tpinst.org; NTCA: ww.sbcindustry.cw; ICC: ww.,ccsafe.org Renewal saazols THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - GGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x3 HF #2 :M10 2x4 DF-L #2(g): psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Wind loads and reactions based on MWFRS with additional C&C member Provide lateral wind bracing per ITWBCG wind bracing details or per design. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF cladding on one face, and 24.0" span on opposite face. Top chord may be Bottom chord checked for 10.00 psf non-concurrent bottom chord live load notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No applied per IRC-12 section 301.5. knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. Deflection meets L/360 live and L/240 total load. Creep increase factor 4X5 for dead load is 2.00. (a) Continuous lateral restraint equally spaced on member. . i, 11111: i8 —1 8 i , 9-3-13 . 0 7 411111111 0 14117 7 If 7 :,O` T �� 9-0-0 2X4(A1)= 5X5= 2X4(A1) L1-6-0J L1-6-0J 13-5-0 13-5-0 26-10-0 Over 2 Supports R=138 PLF W=16-0-0 R=117 PLF U=4 PLF W=10-10-0 RL=12/-12 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 ►0--rc OR/-/1/-/-/R/- Scale =.275"/Ft. TmssComponents ofOregon (503)357-2118 w'WARN,NGIw' I AND FOLLOW ALL NOrEs OR ails CRANING! e, FS+ REF R7175- 85335 825 N4th Ave,Comehus OR 97113 wwBNORrANr•• FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`CO INE 't TC LL 25.0 PSF Trusses require extreme care Bu in ng Component fetyI handling, shipping, installing d andWTC bracing. Refer to and follow '' 83 F� TC DL 10.0 PSF DATE 12/02/15 the latest edition of BCBI (Building Compon nC Safety Information, by TPI and'ARCA) for safety practices prior ''• g3294PE 2 provide /ro performing cM1foell tpabrag per Unless otherwise, chord shall have properly attached structural sheathing andbottom chord shalt have properly attached Itiigitl ailing. Locations shown for permanent erman lateral restraint of web shall have bracing installed per BCS! BC DL 7.0 PSF DRW CAUSR7175 15336026 A�— F1 N 1 the 8D Details, or Big, as noted Apply plates to each face of fortruss taantl position es shown above and on II the mint Details, unless n uil ino otherwise. Refer to Inc.drawngsshe 1BA-2 fors sibldard place positions. 12/02/20 15 BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a division of ITB'Building Components Group Inc, shell not be responsible r any deviation from this tlrawing, any Pailnre to boiltl the tress in conformance with ANSI/TPI 1, or for handling. shipping, OREGON TOT.LD. 42.0 PSF SEQN- 356218 AN ITW COMPANY Installation 8 brae ing o£irnsses. . A vel on this drawing or cover pegs listing this drawing, Indicates professions!acceptance of professiai engineering responsibility solely for the design sheen. The suitability and use or this drawing for any structure le the �(� Cv14.sO �I CUR,FAC, 1.15 FROM BB .. 8351 Reyna Circle responsibility or the Building Designer per ANSI/TS, 1 See.2. S Sacramento,CA 95828 For more information s this Job's general notes page and these web sites e�✓1 Tar ALPINE: www.alpineitw con: TPI: enS tpinst.org; WrCA:ww.sbcindustry.com: ICC: www.wcsafe.org Renewal 8/30/2016 SPACING 24.0" J RE F- 1 VM37 1 75Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - G) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2, W3 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 5X5= hX4 1 .5X4\\\ /// 9-3-13 8 11—dik. Alkiiiihip 07 0-4-7 Erg T n ►\ 4 9-0-0 3X5= 3X5= 3X5= 4X5(A2)= 4X5(A2) 11-6-0J 11-6-0J 6-10-15 J_ 6-6-1 I 6-6-1 i 6-10-15 9-0-15 'I— 8-8-1 'r 9-0-15 I_ 13-5-0 J, 13-5-0 J 1 26-10-0 Over 2 Supports :1.1 R=1299 W=5.5" R=1299 W=5.5" RL=-174 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 . 1 7'0.4., OR/-/1/-/-/R/- Scale =.275"/Ft. Truss Components of Oregon X503)357-2118 "VARNIMGI"READ No FOUR.ALL Noris co THIS DRAVINGI 825 N 4th i Ave,Cornelius OR 97113 **IMPORTANT'''. FURNISH THIS CRAVING to ALL CONDUCTORS INCLUDING RR INSTALLERS. �(�' A's. TC LL 25.0 PSF REF R7175- 85336 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer t and follow ,,,, �1G I N F,� 0 he latest edition of SCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior 88294PE '� 2T1 TC DL 10.0 PSF DATE 12/02/15 Tw o performing these functions. tTostallear^esM1ell provide temporary bracing per 8051. Unless noted otherwise. �� / - Cop chord shall have a properly attached structural sheathing and bottom chord shall have a properly attached ,,�-� BC DL 7.0 PSF rigid cel l ing. Locations shown r permanent lateral restraint of webs shall have bracing Installed per SCSI DRW CAUSR7175 15336027 ,4 �0�� sections B3, BT or B10, as applicable. Apply plates to each face of trussLand position as shown above and o - II I the',:int Det: Ia, ::lees n ted etherwisa. ReTar to drawl:s 160A-Z for:andartl plata pas,tiane. 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT I i Alpin a division oT ITW Bulltling Components Group Inc. sM1all n t be responsible far any deviation from this drawing, any failure co build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY installation&bracing of trusses. TOT.LD. 42.0 PSF SEQN-A aesi on thin drawing or cover pegs listing this drawing, Indies.«acceptance of professional engineering "L �& c 356215 responsibility solely fpr the design shawl. The suitability end use of this drawing for any structure is le (I LY 14,2g 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. $gel Tan • DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more informations this jobs general notes page and these web: JREF- 1VM37175Z08 ALPINE: www.alpi neitw.cos; TPI: www.tpinst.org; WTCA: www.sbci,dustry.com; ICC: www.iccsafe.org Renewal 8/30/2016 SPACING 24.0" I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - BGE) Top chord 2x4 HF #2 (**) 1 plate(s) require special positioning. Refer to scaled plate plot Bot chord 2x4 HF #2 :B2 2x4 DF-L #2(g): details for special positioning requirements. Webs 2x3 HF #2 120 mph wind, 22.37 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Connectors in green lumber (g) designed using NDS/TPI reduction factors. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design, bracing requirements. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF Bottom chord checked for 10.00 psf non-concurrent bottom chord live load cladding on one face, and 24.0" span on opposite face. Top chord may be applied per IRC-12 section 301.5. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches, Do not Deflection meets L/360 live and L/240 total load. Creep increase factor notch in overhang or heel panel, for dead load is 2.00. Provide lateral wind bracing per ITWBCG wind bracing details or per 4X5 engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Pit %' 11 111111: j B 7-4-7 8 ill i 0-4-7 _I_ Adigillill�� i ■ D ■ ■: ■miliIlk ■` 0-4-7 V ■ ■ ■ ■gym ■ ■ ■ ■ ii .0., / „ 19-0-0 2X4(A1)= 3X5(**)= B2 2X4(A1) LE1-6-0J Le1-6-0D-1 I� 10-6-0 .._j_ 10-6-0 k21-0-0 Over Continuous Support R=127 PLF U=6 PLF W=21-0-0 RL=8/-8 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 s;,y� MRDP OR/-/1/-/-/R/- Scale =.34"/Ft. Truss Components of Oregon ((503))357-2118 ...WARNINGI**READ AND Foca Au mons ON Tins DIMING! 'C ��tT TC LL 25.0 PSF 825 N4th Ave,CornelrusOR97113 ••I■PGRTANTro FURNISH THIS GOADING To ALL CONTRACTORS INCLUDING THE INSTALLERS, �.\5 .40/Ne. /0 REF R7175 85337 russes 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 NTCA) for safety practices prior83294PE y TC DL 10.0 PSF DATE 12/02/15 tw o performing these functions.attached Installers trutprovide by bracing per Unless enoted otherwise, tach de, it 411116. cop chord shall have properly a tackedstructural sheathing and bottom chord all havea properly tacked BC DL rigid ceiling. Locations shown for perm lateral restraint of webs shall have bracing stalled per BCsI ,4 11__,I ' sections BOB7 or B10, as applicable. 5Apply plates to each face of truss tand position as shown above and on 7.0 PSF DRW CAUSR7175 15336028 JIJo) I , e�o°t patalla, anleaa n ted eche Re Per tp drawin s,BBA_Z fora da rd plata poaitiena. 12/02/20 15 BC LL 0.0 PSF CA-ENG RTT/RTT 1 , drawing, a any failure of ITU Building Compen s croup Ina.with An not be ror for mle f any deviation from this OREGON ing, i ure to build the truss in ANSI/TPI 1, or for handling, shipping, AN ITA,COMPANY Installation 8a bracing of trusses. 4,0:4720; $ C TOT.LD. 42.0 PSF SEQN- 356106 responsibility this drawing or Bever pogo listing this drawing, Indium..eept.noe of profs.Ionol engineering 6 lY 14,14 to * .Neely for the design shown. The suitability end use of this drawing for any structure Is the 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. 8Oil Tao DUR.FAC. 1 .15 FROTH BB Sacramento,CA 95828 For more information tb his jos general notes page and these web sites, ROBOWOI 6/30/2016PACING 240'' 2016 S . ALPINE: www.alpineitw.com CTPD gww. .tpinst.oro; ARCA: wawes .sbclndustry.c : ICC: www.(ccsafe.org J RE F- 1 VM37 1 7 5208 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - B) Top chord 2x4 HF #2 120 mph wind, 22.37 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 DF-L #2(g): anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2, W3 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 4X5= 1 .5X4\\\ 1 .5X4 0 .� 0 7-4-7 i/i • Aiii8 r Allii 8 iii6b 0-4-7 0-4-7 �M I' ii 3X5= 3X5= 3X5-7---- B2 ^ 19-0 0 3X5(131).--- 3X5(B1)-- Lel-6-0� L1-6-0.J L- 5-5-7 J_ 5-0-9 I_ 5-0-9 _I, 5-5-7 J I� 7-1-10 'r 6-8-12 'I_ 7-1-10 '1 I_ 10-6-0 .I. 10-6-0 J 1 21-0-0 Over 2 Supports R=1043 U=54 W=5.5" R=1043 U=54 W=5.5" RL=154/-154 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 :r'`-'' PSDFF OR/-/1/-/-/R/- Scale =.3411/Ft. Truss Components of Oregon 503)357-2118 •`8SII NGI•• REN)AND FOLLOW Au NofEs ON THIS OWING! 8S •INPORTANr• FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,` G Znn �O REF R7175- 85338 825N4thAve,Comelms0 97113 g P 1pJ C! TC LL 25.0 PSF 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.TCA) for safety practices prier 83294PE y TC DL 10.0 PSF DATE 12/02/15 o performing thesefunctions.attached Installersshallprovidetemporarybo bracing per BCSall e a ss notedproperly at , ` - rig chord shall have properly t had tr t ran sheathing and bottom chord shale have a properly attached pBC DL 7.0 PSF rigid ceiling. Locations shown r permanent lateral restraint oT webs shell have bracing Installed per BcSI DRW CAUSR7175 15336029 !Ions 83. Bl or BIG, as applicable. Apply plates to eacM1 face of Cru antl position es shown above and nn 12/02/2015 o I Che Joint Details, unless noted otM1erwlse. Refer to tlrawings 160A-Z forsstendertl plate poaitlana. BC LL A�J N I , Alpine, a division:ITV Building Componen s Group Inc shell not be responsible for any deviation from this 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the AN IrweoacaNv installation 8 bracing of trusses. OREGON truss In conformance with ANSI/TPI 1, or for handling, shipping, aA tL �, L' TOT.LD. 42.0 PSF SEQN- 356108 A seal on this drawing or toyer page listing this drawing, Indicates acceptance of professional engineering I� tV14,2O 0 responelbi l ity solely for the design show. The suitabi l sty and use of this drwing for any structure IS the ' 8351 Rovana Circle responsibi l sty of the Building Designer per ANSI/TP1 1 See.2. X801$Tao DUR.FAC. 1.15 FROM BB Sacramento,CA95sza For more inform• len his job's general notes page and these we b ites, Renewal 13/38/2018 SPACING 24.0" JREF- 1VM37175Z08 w ALPINE: w .elpinaitw.com tTPl Sww w .tpinst.org; WTCA: w .sbc lrMustry.com; ICC, w w .Iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - EGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 22.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 Webs 2x3 HF #2 :W1 2x4 DF-L Std/Stud(g): psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind applied per IRC-12 section 301.5. bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor Provide lateral wind bracing per ITWBCG wind bracing details or per for dead load is 2.00. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. (*) Provide lateral bracing for inset member. Attach nailer at edge of lower roof diaphragm, or use purlins at 24" oc. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF cladding on one face, and 24.0" span on opposite face. Top chord may be 4X5 notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not Aii notch in overhang, heel panel or where shown by (NNL). MI 3X7% i g 18 7-0-7 11111111162 i ....iiiliAlliMi 111111 Y� �j , 61116...►� '-1-- 19-0-0 2X4(A1)= 3X7 2X4(A1) 11-6-0-1 L41-6-0J f' 5-0-0 w< 15-0-0 >1 I_ 10-0-0 _I. 10-0-0 - F' 20-0-0 Over 2 Supports R=629 U=39 W=5.5" R=183 PLF U=8 PLF W=10-5-8 RL=167/-167 Note: All Plates Are 1 .5X4 Except As Shown, Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 t:QBbPF OR/-/1/-/-/R/- Scale =.34"/Ft. Truss Components of Oregon ((503))357-^.118 a*WARN 1NGI*w REN)ANDF9u9NAUNOTES ONnilsawINGl REF R7175- 85339 825 N4th Ave,Cornelius OR97113 •*I�ORTANT. FURNISH THIS DRAWING TO ALL cornucraRs INCLUDING 1HE INSTALLERS. �`g'��NAGINt'0 asi0 TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow n the latest edition of BCSI (Building Component Safety Information, by TPI and PTCA) for safety practices prior �� 83294PE -r y TC DL 10.0 PSF DATE 12/02/15 o performing these functions. t Installers provide temporary bracing per BCSI. Unless noted otherwise, -- =op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached / BC DL 7.0 PSF rigid ceiling. Locations shown for permanent l t ral restraint of webs shall have bracing Installed per BCSI DRW CAUSR7175 15336030 ,4 r O`� sections B3. BT or 810, as applicable. Apply plates!o each faceof trussLand position as shown above and on ' Illt-IL J I i the Joint Detells, unless n ted olherwism. Refer to drawings 160A-Z fors antlertl plate positions. 12�02�20 15 BC LL 0.0 PSF I Alpine, a dlvisien of ITR Building Components Group Inc, shall n t be responsible f any tlewiation from this CA-ENG RTT/RTT drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. OREGON AN ITR COMPANY Installation&bracing of trusses. a TOT.LD. 42.0 PSF SEQN-this drawing Or cover page !lilting ting this drawing, indicates acceptance of prorseeisn.h engineering 4 "LLY 14,20� 0 356158 responsibility solely for the design shown. The suitability end use of this drawing Tor shy structure is the 8351 Rovana Circle respenelbillty or the B„licing Designer per ANSI/TPI 1 See.2. see II Tan-s DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Jabs general notes pogo and these web sites: Pt..w 8/30/2918 SPACING 24.0" JREF- 1VM37175Z08 ALPINE: www.alpineitw.com; TPI:www.tpinst_org; WtOA: www.sbcindustry.com: ICC: www.iccsafe.org I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - E) Top chord 2x4 HF #2 120 mph wind, 22.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2, W3 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 4X5= n 1 .5X4��� 1 .5X4//� �� 7-0-7 8 � � 8 ilk 0-4-7 0-4-7 pPA_:_Emmmuommmumm...msmmummumioimemummmimmimmum...m.__IE mom FA 3X5= 3X5-- 3X5 X5= ��' 3X5(81)= 3X5(B1) L1-6-0.J 141-6-0J 5-2-7 4-9-9 4-9-9 5-2-7 6-9-10 6-4-12 6-9-10 1. 10-0-0 ,I. 10-0-0 - 20-0-0 Over 2 Supports >i R=999 U=50 W=5.5" R=999 U=50 W=5.5" RL=148/-148 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 s»"f'PBbp. OR/ /1/—/ /R/ Scale =.34"/Ft. Truss Components of Oregon ((503)357-2118 **WARN INCI••READ ANO Faun,ALL NOTES ON THIS mom! tY 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`g'� aG�NFF S'i0 TC LL 25.0 PSF REF R7175- 85340 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer Y and follow the latest edition of BCSI (Building Component Safety Information, by TPI and MA) for safety practices prior a4, 83294PE 'A x TC DL 10.0 PSF DATE 12/02/15 Te o performing chase functions. ttaacheil structurshalal providetemporaryand bracing per RCSall Unless noted otherwise, . Odleilh to chard anal) have Properly attached at doral ahaathing andbottom chard shall nage a properly attached BC DL 7.0 PSF rigid cel I Ing. Locations shown r permanent lateral restraint of webs shall have bracing Installed per BCSI DRW CAUSR7175 15336031 .4 �0�� sections B3, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on II 1 the Joint Details, unless noted otherwise. Refer to drawings 160A_Z far a andard plate positions. 12/02/2015 BC LL 0.0 PSF CA—ENG RTT/RTT I I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/T171 1, or for handling, shipping, OREGON AN ITW COMPANY installation&bracing of ira0000. 4 Do C TOT.LD. 42.0 PSF SEAN- 35616• A seal on This drawing or cover page listing this drawing, Indicates acceptance of professional engineering 73, � GY 14,20 responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is a 8351 Rovana Circle responsibility of the Building Cosigner per ANSI/TPSe c.2.T s .z. �1°ellf Tan!� wthe DUR.FAC. 1.15 FROM BB Sacramento,CA95828 For more information this pI Jobs general notes Page and shade web sites: SPACING 24.0" JREF— 1 VM37175Z08 ALPINE: waw.elp;neitw can tTPl Swaw.ipinst.org; RrCA: www.sbcinaustry.tom: ICC: www.rccsafe.org Renewal 81aa2O1a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - HGE) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding on one face, and 24.0" span on opposite face. Top chord may be bracing requirements. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not Provide lateral wind bracing per ITWBCG wind bracing details or per notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. 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 4X5= factor for dead load is 2.00. • l /�1 11111111 , I g07 / lIl1II0- -7 +900(A1)= 2X4(A1) 1---1-6-0- -1 LE-1-6-0- I— 6-6-0 _I, 6-6-0 J f13-0-0 Over Continuous Support R=129 PLF U=14 PLF W=13-0-0 RL=9/-9 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 = -.dei -:bFF OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon 15031)357-2118 ••WARR'NEI'•READ AND FOLIAR ALL tarns AN Tins DEMING! 4i V's 825N4thAve,ComelTusOlt97113 **IMPORTANT** FURNISH THIS DRAINING TO All CONTRACTORS INCLUDING THE INSTALLERS. ..P �a0'4E' > TC LL 25.0 PSF REF R7175- 85341 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to end follow y the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior (V 83294PE TC DL 10.0 PSF DATE 12/02/15 +. to performing these e functions. lnstell structural provide hingtemporary tom chord per SCSI. Unless noted otherwise, re - ‘141116top chord cei shall have properly attached forpe man ct ra sheathing rM1tr ant bottom cshal shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shownfar perm uleterel train:of abs shall have bracing Installed per BC5l DRW CAUSR7175 15336032 s B3. B7 or B10, as applicable. Apply plates to each face of truss ami position es shown above and o sections 0ete,la, un leas nate:piherwlse. Refer to tlraw,n :BOA_ BC LL 0.0 PSF CA-ENG RTT/RTT ,4(� I O)O� l l t^ ga Z far atan:artl plate pos,t,ana n 12/02/2015 I1 LI r wing, a yi fislor of ITN Bdi the truss inecon organ Inc. shell not b1 rorpfori h fon ens tlpping,on from this drawing, any failure to bull: truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY installation&bracing of trusses. AC TOT.LD. 42.0 PSF SEQN-seal on this drawing or cover pegs listing this drawing. Indicates sccept.nos of profession&engineering G "V�vt4,205 0 Q 356223 ' responsibility solely for the design shown. The suitability and use ar this drawing far any structure Is the S 8351 Rovana Circle responalbllicy of the Building Designer per ANSI/TPI 1 Swa,2. eel,ii Tao DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information a this Job's general notes page end these web sites: ALPINE: www.alpine,tw.com tTPI Swww .tpinst.org; WTCA; www.sbc,ntustry.com; ICC. www.iccsafe.org Renewal 8830/2018 SPACING 24.0" J RE F- 1 VM3 7 1 75 Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - H) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 4X5(R) III •44.001Pill ' I8 4-8-7 •••••iiii?•A 6 1 If 0-4-7 ►� �� 047 00 4 1 .5X4111 i' 4 2X4(A1) 2X4(A1) L*-1-6-0--L -1-6-0-� I~ 6-6-0 >lc 6-6-0 6-6-0 6-6-0 I13-0-0 Over 2 Supports >] R=691 W=5.5" R=691 W=5.5" RL=100/-100 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.t,1-1.1._ OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357- 118 "WARNINGI'•READ AND FOLLOW ALL NOTES ON THIS ORMIlKI ��� FSt� TC LL 25.0 PSF 825 N 4th Ave,ComelmsOR 97113 ••IMPORTANT•• FURNISH THIS wain TO ALL CONTRACTORS mum=THE INSTALLERS. / REF 87175- 85342 Trusses require extreme care In fabricating, handling, shipping, installing end bracing. Refer to and follow �`V G 1 N F �p the est edition of BCS1 (Building Component Safety Information, by TPI and WTCA) for safety practices prior d 44 TC DL 10.0 PSF DATE 12/02/15 to performing these functions.attached shall pr„eltle$temporary bracing per BCSI. Unlessnoted otherwise, � 83294PE Z top chord shall have properly a t ed structural sheathing and bottom chord shall have a properly attached •a rigid ceiling. Locations shown for permanentlateral train or webs shall have bracing installed r BCSI /', BC DL 7.0 PSF DRW CAUSR7175 15336033 ,4�-L��� , Ti sectth ions B3. BB7l or B10, as applicable. Apply plates to each faceof truss and position as shown aboveandon I , e Jo' t Det unless noted otM1erwise. Refer to tlrawings ifioA-2 forands rd plate posltlons. I Alpine, a d;vlalen df ITN Building Cnmpene a Dreap Int. shall n t be eapons;ble fpr any deelatien from this 1 2/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1,Tor for handling, shipping, AN ITW COMPANY installation&bracing of trusses, OREGON TOT.LD. 42.0 PSF SEQN- 356220 A NSI on this drawing or cover page listing this droving, indiostes acceptance of professional engineering oq ova responsibility solely Tor the design shown. The suitability end use of this drwing for any structure is the 4 wLP 20V_ a 8351 Rovana Circle responsibility of the Building Designer Per ANSI/TPI 1 S«.2. Gs 14` a(� DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information this Job's general notes page and these web 'B@t�Tar ' ALPINE: www.alpine;tw com tTPIa s w.tpinst.org; 'AICA, www.sbcindustry.com; ICC: www.iccsafe.org SPACING 24.0" J REF- 1 VM37 1 7 5208 Renewal 0/80/2010 e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - FG1) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 DF-L #2(g) :M10, M11, M12 2x4 DF-L Std/Stud(g): Connectors in green lumber (g) designed using NDS/TPI reduction factors. This "Hip Frame" may be used on the hip plane, in place of purlins, to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 for additional information. 3X5' 0 C p Ai 2 —1 14.42 8-6-10 M10 111 II I lk r i I I I I i �� i i i i i O 5X5= 2X4(D8R) I_ 17-5-0 ,I_ 7-1-7 J `` 24-6-7 Over Continuous Support Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=296(090)/4(0) 15.01 .01 OR/-/1/-/-/R/- =.3125"/Ft.-, Scale TmssComponents o£Oregon (5031(357-7118 "'rAw+INcl"READ AND FOLLOW nu NOTES a this DIMING! TC LL 25.0 PSF REF R7175- 85343 - 825 N 4th Ave,Cornelius OR 97113 .r11PORTAMT.• FURNISH THIS CRANING TO ALL CDNTRACTDRS INCLUDING THE INSTALLERS. ,�G� �i1�.n Tru require extreme care In ng Component handling, snapping, Installing and bracing. Rayer t and Follow c2 ty N F /OI. Z TC DL 10.0 PSF DATE the latest ngeditionee of BCSI (Building Doepon nt Safety Information, by TPI antl SCSI for safety practices prior `' 12/02/15 o performing she thhave properly attached ers shall structural lateralV1etamand temporary bracing per all Unless pnotedroperly otherwise, ryw 832♦]4PE '9 top chord shall have properly a CecM1etl s t rel sheathing and bottom chord shell neve a properly a cacnetl it i•ceiling. Locations shown r Perm u restraint f webs shall have bracing installed per BCSI ....-7 DL 7.0 PSF DRW CAUSR7175 15336034 II J ,4 �O` ' sections 63, B7 or B10, as oppliicabte Apply plates to each faceof trussand position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard platpositions. Alpina, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY anstaIlapaon&bracing of tresses. OREGON TOT.LD. 42.0 PSF . A ssi on this drawing or.aver pts listing this drawing. Indlwts aclapterwe of prefeesl0Ml engineering 10 te. $EQN- 356236 responsibility solely for the design shown. The suitability and use of thin clueing for any structure Is the "G �0'14.�j011' ' 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 S.c.2. eft wop DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information this job's general notes page and these web sites: e��Ta'� ALPINE: ww.alpineitw.cs CTPI 5eww.tpansc area NlCA: ws.sbcinaustry.com; ICC: ww.wcsafe.or9 SPACING 24.0" J REF- 1 VM3 7 1 7 5 Z08 Renewal 8/3012010 _ w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - JGE) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding on one face, and 24.0" span on opposite face. Top chord may be bracing requirements. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not Provide lateral wind bracing per ITWBCG wind bracing details or per notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. 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 4X5-7 factor for dead load is 2.00. 3-10-13 7111111 i111 liki . . . . 0-4-7 �� 0 4 719 0-0 i 2X4(A1)= 1 6-0—>i 1.*_1-6-0-J I- 5-3-8 -1_ 5-3-8 J k10-7-0 Over Continuous Support R=132 PLF U=23 PLF W=10-7-0 RL=9/-9 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .:kin -.0.4,,, QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (5031357-2118 e.WARNINGIee READ mu FDLLBN ALL NOTES Es Tins DRAWING! �(i SS TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••NroerANT a FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � Ilv REF R7175- 85344 Trusses require extreme careIn fabricating, handling, shipping, Instaliing and bracing. Refer t and follow 6 , �`�"� the latest edition of BCSI (Bilding Component Safety Information, by TPI and WTCA) for safety practices prior 8S294PE TC DL 1 0.0 PSF DATE 12/02/15 e o performing these functions.attached providetemporaryend bratom chord per Unlesspr notedperly otherwise, 9 - to dhard shall Locations Properly a taches ers structural lateral restraint andbatten cshal ale have aproperly attached Z. BC DL 7.0 PSF gid ceiling. Lota10 p ahw for permanent",stare, tr nt oP webs shall have bracing installed per Besl �'' DRW CAUSR7175 15336035 ,4��O`� 1 sections B3, B7 or 810, as=applicable. Apply plates to each faceof trussandposition as shown above and on - JI tM1e Jalrrc Betei,s, unless n tetl otherwise. Refer to tlrewings i60A-Z Por s entlartl plate posltlons. ' 12��2�20 15 BC LL Alpine, a d,v,slan of ITR Bu,itl,ng Components nroep Ina, shall n t be respanaible far any deL,atian from t 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, s OREGON AN ITWCOMPANY installation&bracing of trusses. TOT.LD. 42.0 PSF . Asseal on this drawing or.over page listing this droving, indic.t..seeptance of professional engineering 1 C SEQN- 356227 pormlbl llty solely Tor the design shown. The sultabll ley end use of this drs.ing for any structureuctIs the or LY 14,24 8351 Rovana Cede a reepenslblllty of the Building Designer per ANSI/TP1 T Sea.2. *sell,rad t DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information this Job' general notes page and thele web a J RE F- 1 VM3 7 1 7 5208 ALPINE. ww.alpineitw.cas cTPI see WTCA: www.sbc,ndustry.com; ICC: www.iccsafe.org Renewal 6/30/20T6 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - J) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) Stub Wedge 2x4 DF-L Std/Stud(g): DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. 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 2.00. 4X5= IIIi s 3-10-13 I, 0-4-7 II 0-8-2 J, 9-0-0 ./ ImisimA 1 .5X4111 4X5(G1) III 2X4(A1) 1.<--1-6-0-->-1 5-3-8 >Fr 4-10-0 1_ 5-3-8 ,I_ 4-10-0 k10-1-8 Over 2 Supports ;{ R=581 W=5.5" R=429 RL=65/-72 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 „s� T7rg� OR/-/1/-/-/R/- Scale =.511/Ft. Truss Components of Oregon (503)357-2118 •'WARNINGI.e READ AND FOLIO,Au_morns ON Tills DRAPING! Ss1 TC LL 25.0 PSF825 N4thAve,Cornelius OR 97113 ••IMPORTANT• FURNISH THIS INwING To ALL CONTRACTORS INCuroING THE INSTALLERS. r., 1N i0REF R7175 85345 erusses require extreme t re in fabricating, handling, shipping, instelling antl bracing. Ref r t end follow /�VtOyTC DL 10.0 PSFM1 latest edition of BCSI (Building Compon nt Safety Information, by TPI and NTCA) for safety practices priorV 832D4PE DATE 12/02/15 o percormin9 theseafuncilons' tfostallers rmanectall la er vlde$temporary bracing per BC51. Unless noted oCherwise,Odihhcop chord shall have properly a tached str sural sheathing antl bottom c ord shall have a properly a caches /rigid eiIIng. Loc tions shown r pe t al traint or webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 15336036 ,4�1 O�� I sections 63, B7 or 810, as applicable. Apply plates to each faceoftrussand position as shown above and on L I TM1¢Joint Decalls, nless n ted otherwise. Refer to drawings i60A-Z forstantle rrl plaTa pos Tions. 1�1/o�1/�fo1 G I Alpin , a dlvislon of ITA Bulltling Components Group Ina. shave n t b¢responsib,e far any deviation from th;s 1L G G 15 BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure co build the truss In conformance with ANSI/TPI 1, or for handling. shipping, OREGON AN ITW CCM/11:049Y installation A bracing of trusses. TOT.LD. 42.0 PSF . A a.el on this drawing or mover peg. listing Mils drawing, Indices«.ae.pt.nte of professional M h1rl SEQN 356229 ranpolbl Iity solely Tor the design shoran. The suitability and use or this drawing for any structcture is engineering A(/ �W 14i1O� I: ' 8351 Rovana Circle responsibility of the Baronding Designer per ANSI/TPI 1 Sec.z. *Sell Tare i DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE, www.alpineltw.cam; TPI, www.tpinst erg; NTCA: www.sbcindustry.coml ICC:wow.iccsafe.org Renewal 6/30/2018 SPACING 24.0" J REF- 1 VM37 1 75 Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - DGE) Top chord 2x4 DF-L #2(g) 120 mph wind, 20.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding on one face, and 24.0" span on opposite face. Top chord may be bracing requirements. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not Provide lateral wind bracing per ITWBCG wind bracing details or per notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. 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 2.00. 4X5 7111111 i V81.4. i , 8 I/ 3-8-7 0-4-7 '" 0-4-7 19-0-01 1 " 2X4(A1) 2X4(A1) Lc--1-6-0—>J Lc---1-6-0—>i I– 5-0-0 ,I,. 5-0-0 J I= 10-0-0 Over Continuous Support >{ R=133 PLF U=28 PLF W=10-O-0 RL=10/-10 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 Ain0.4., OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon ((503))357-2118 **WARNING!**READ AND Foua ALL rams UN THIS awlxcl 825 N4thAve,Cornelius OR97113 ...IMPORTANT.. FURNISH THIS CRAVING TO ALL COMPACTORS INCLUDING THE INSTALLERS. �'�" GAN ss� TC LL 25.0 PSF REF R7175- 85346 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer t and follow /� ` O the latest edition of BOLI (Building Component Safety Information, by TPI and"TCA) for safety practices prior 'IV Qi 83294PE 4 2 TC DL 10.0 PSF DATE 12/02/15 T. o performing ha CM1havefproperly Installers structural provide temporary bracing d shall e a pr noted oherwise, ..4 -3, — top error shall these properly attachedInal s t al sheaprovide and bottom chord shall have a properly attached otherwise, /' rigid ailing. Locations shown for permanent"lateral restraint of webs shall have bracing installed per BCSI / BC DL 7.0 PSF DRW CAUSR7175 15336037 ,4�1 O�� sections 83, BT Sr B10, as applicable. Apply plates to each face of trussLand position as shown above and on { I tM1e Jaint Detail unless n tad Atha wises. Rafar to drawings 160A-z fardartl plata pnsitldns 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT 1 drawing, a y failure of ITR Bd the g Components Group Inc. shall not be responsible for any tlpping.on from[his tlrawing, any(allure to build the truss i, conformance with ANSI/TPI 1, or for handling, tripping, OREGON AN ITW COMPANY Installation&bracing of trusses. TOT.LD. 42.0 PSF A mel on this drawing er Cover pegs lifting this.ming, indicates acceptance*of professional engineers r SEQN- 356154 responsibility sorely Tor the design Mom. The suitability and use of this drawing for any structure IS the �/ Vii 14,20 I� • 8351 Rovana Circle responsibility or the Building Oeslgner per ANSI/TPI 1 Sec.2. ale!!Tar'` DUR.FAC. 1 15 FROM BB Sacramento,CA 95828 For m this jobs general notes page and these w J RE F- 1 VM37 1 7 5Z08 ALPINE: www.alpineitw.comtTP1Swww.tpinst.org; PICA: waw.sbcindustry.com; ICCSwww.iccsafo.org renewaledMM2016 SPACING 24.0" f I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - KGE) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF Right end vertical not exposed to wind pressure. cladding on one face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind knots or other lumber defects allowed within 12" of notches. Do not bracing requirements. notch in overhang or heel panel. Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live engineer of record. 2X3 studs require reinforcement at 70% of the load applied per IRC-12 section 301.5. length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. LI• III 31 . 11 2-3-14 III 0-3-14 Mili 111 , . 1 /////////////////////////// 2X4(A1) 1-6-0 = 1 8-0-0 Over Continuous Support R=113 PLF U=33 PLF W=8-0-0 RL=13 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 !!".:PRlp OR/-/1/-/-/R/- Scale =.75"/Ft. Truss Components ofOregon ((5031()357-2118 '•WARNING1••READ AND FOILCU AU.NOTES ON This DRANINGI i0 TC LL 25.0 PSF 825 N4thAve,Cornelius OR97113 F'IIFORTANT' FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. sfo��tiaGINeo s REF R7175- 85347 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer[ and follow '� w the latest edition of BCS1 (Building Component Safety Information, by TPI and WTCA) for safety practices G tices prior 83294PE ' 1' TC DL 10.0 PSF DATE 12/02/15 to to performing thesee functions, t Installers structural providetemporaryporery bracing per BCS1. Unless noted otherwise, — top chord shall have properly attached str [ural sM1eathing and bottom chars shall have a properly attached '� . 11 rigid ceiling. Locations shown perm lateral restraint of webs shall have bracing Installed per BCBI BC DL 7.0 PSF DRW CAUSR7175 15336038 ,4��1��0 sections B3, 871 oor B10, as applicable. Apply plates to each race truss and position es shown above and on I e Jo t Dotal unless noted otherwise. Refer io drawings 160A-Z for s endard Placa Positions. 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT I Alpin a division of ITR Bd the g Components Croup Inc. shell i be responsible For ens tlppiation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN Irw COMPANY installation&bracing of trusses. /1Wil Q TOT.LD. 42.0 PSF . A seal an this drawing or cover page listing this drawing, indicates.te.ptene.of prefeesiea.1 engineering . `1Iy14,20.- QA SEQN- 356234 responsibility eolely for the design show. The suitability and use of this drawing for any structure is the ' 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI i s.e.z. *eel/Tao t OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.comi ICO: www.lccsafe.org Renewal 8880/2018 SPACING 24.0" J RE F- 1 VM37 1 75Z08 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - K) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Right end vertical not exposed to wind pressure. toad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 2X4 III I 3 2-3-14 0-3-14 Ma q 2 *9-0-0 r 1 .5X4 III 2X4(A1) L, 1-6-0 7-10-4112 -I—I ft 8-0-0 Over 2 Supports R=470 U=9 W=5.5" R=319 U=2 RL=39 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 ';.t':'P:bF� OR/-/1/-/-/R/- Scale =.75"/Ft. Truss Components of Oregon (503)357-2118 •*WARN INGIww READ nn FOLLOW MI NOTES ON nils DIVEIN I ', y 825 N 4th Ave,Cornelius OR 97113 Trusses elNFORTANTAA core FURNISH etIn THIS DRAWING To ALL MNITRlostTORS l i ltg INGend THE INSTRefer `y�(, IVF0�sib TC LL 25.0 PSF REF R7175- 85348 requi ex In fabricating, handling, shipping, Installing and bracing. Refer t and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 4, 83294PE Z TC DL 1 0.0 PSF o performing these afunctions. [Installersshall provide temporary bracing per BCSI. Unless noted otherwise, 9 DATE 12/02/15 to chord shallhaveproperly attached structural ra sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanentulateral restraint of webs shall have bracing installed per BCSI DRW CAUSR7175 15336039 ,4 �O sections B3, B7 or B10, as applicable. Apply plates to each face of truss position as shown above and on II the',dint Batal:s, aniesa ntadotherwlae. Refer tp draw;n s 1BBA_ BC LL 0.0 PSF CA-ENG RTT/RTT I i g z f lard plate positions. 12/02/2015 I Alpin , e division of Ibu Bd the g Components Group Inc. hM1AN not be responsible for any deviation from this Brewing, any failure to f tru the truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY Instal lotion h bracing of trusses. 444.14.204 ,C TOT.LD. 42.0 PSF SEQN- 356231 A seal on this drawing or cover peg. listing this drawing, Inlet.acceptance of professional engineering G Q/ wponulbi lity solely for the design shoo. The suitability and use of this drawing for any structure Is the ` - - 8351 Rovana Circle responsibility of the Sul bill,Designer per.NSI/TPI ,s.d.2. 88O Tali.<. DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For were inf r ion Job's ob's general n s page and these web ALPINE: ww,al wwbd TP1, maw. VRCA: w .scinustry.coa: ICCs w. www.itcsere,erg Renewal 6/30/2016 SPACING 24.0" JREF- 1VM37175Z08 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. • (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - I) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Right end vertical not exposed to wind pressure. toad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 .5X4 III 4-4-7 8 411111111111 0-4-7 I� 0 +9-0-0 1 .5X4 III 2X4(A1) L-1-6-0-->J 5-9-4 17112 6-0-0 Over 2 Supports R=404 W=5.5" R=243 U=14 RL=82/-40 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 %,—r-v'PHbF OR/-/1/-/-/R/ Scale =.5"/Ft. Truss Components of Oregon 1.503)357-2118 "WARN I NG l"READ AND FOLLOW ALL amES ON nus DRPAING I '' *al 825 N4th Ave,ComehusOR97113 ^irraTrANr•• FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING TM INSTALLERS. �`g �lraG'N��� /� TC LL 25.0 PSF REF R7175- 85349 Trusses require extreme care in fabricating, handling. shipping, Installing end bracing. Refer t and follow DATE 12/02/15 the latest edition of BCS( (Building Component Safety Information, by TPI and WTCA) for safety practices prior (V 83294PE 9 TC DL 10.0 PSF o performing[heaver actions. Installers ttructura provide ngtemporary bracing Per BCSall Unless noted otherwise, ar to d ordcel shell have Properly attached forpe man structural sheathing and bottom chard shall have a ply installedattached BC BC DL 7.0 PSF rigid ceiling. Loc ns shown car perm ulaates rests i t er fabs sM1an have bracing bo per Bcsi DRW CAUSR7175 15336040 ,4�� `�� i sections B3, B]or B10, as applicable. Apply plates to each Pace of truss position es shown above and on 12�OL/ZO 1S QJhJint Befalls unless n tetl otM1erwise. Refer to tlrawin a 1BGA_ t BC LL 0.0 PSF CA-ENG RTT/RTT I 1 g Z for s ansa rtl pia a posiu ons. I Alpine, a tliviiion of TW Builtling Components Group Inc. shall not be for for tole for any tleviatlon from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY instal let ion A bra<ing of trenneo. /3 G TOT.LD. 42.0 PSF SEQN— 356225 . A awl on this drawing or never pegs listing this drawing, Indicates noceptenee of proAsslanel engineering �GY 20� n. ! responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 1sn '4, ,ry 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 7 Sec.2. v V egg Tan!` DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information se this Jobs general notes page and these web ALPINE: w .alpineltw.cwww : TPI:xww.tpinst.org; WTCA: w .sbcintlustry.c ; ICC: www.itasafe.arg Renewal 8/30/2018 SPACING 24.0" J REF- 1 VM37 1 7 5 Z08 w F N. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - AG) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 :B2 2x6 HF SS: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L 2400f-2.OE :W2 2x4 DF-L #2(g): TC- From 0 plf at -2.12 to 72 plf at 0.00 :W3 2x4 DF-L Std/Stud(g): TC- From 2 plf at 0.00 to 2 plf at 11.16 BC- From 0 plf at -2.12 to 4 plf at 0.00 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 2 plf at 0.00 to 2 plf at 4.18 BC- From 2 plf at 4.18 to 2 plf at 11.16 BC- 52.62 lb Conc. Load at 2.72 120 mph wind, 21.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 268.30 lb Conc. Load at 5.55 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 BC- 464.62 lb Conc. Load at 8.38 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor 1 .5X4 Ill for dead load is 2.00. 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. 5.66 1 Wind loads and reactions based on MWFRS. JT PLATE LATERAL CHORD 3X5-% 4-7-4 No SIZE SHIFT BITE [ 9] W2X4 S 2.25 tio.G ;L.�� � 20 0-0 0-4-2 62 3X5= • 1-0-0 4_19-0-0 3X5= 2X4(A1)= 2X4[9] III -2-1-7---›-I 6-11-12 4-2-3 '- 6-11-12 4-2-3 -I' 6-11-12 11-1-15 Over 2 Supports R=606 U=44 W=7.778" R=507 U=48 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 '_ >;Pitok OR/-/1/-/-/R/- Scale =.437511/Ft. Truss Components of Oregonf503)357-2118 " WARNINOI""READ AND FOLLOWS ALL NOTES ON THIS URANINBI p ...IMPORTANT.. FURNISH THIS CRANING To ALL CONTRACTORS INCLUDING THE INSTALLERS. G.g� aGINS, `S�p TC LL 25.0 PSF REF R7175- 85350 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to end follow TC DL 1 0.O PSF DATE 12/02/15 the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior /i. 83294PE ♦w o performing these functions. Installers shall provide temporary bracing perBC51. Unless noted otherwise, f 0411164, to chord shall have properly at taches structural sheathing and bottom chord shall all have a properly attached •a• rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing Installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 15336058 .4 1 tsections tions B3, B7 or 610, as applicable. Apply plates to each face of trussNand position as shown above and on o e lolnt Details. unless n tad otherwise. Def to drawings 160A-Z for ::lord plata positions. 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT I i Alpine, a division of ITN Bulitling Components Group Inc. shell not be responsible for eny tlevietlon from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY installation&bracing of trusses. TOT.LD. 42.0 PSF SEQN- 356065 REV A seal on this drawing or cover page plating this drawing, Indicate*seceptsnea of Profo alenal engineering 13 •Rf(F 14,20 0 ray,owibilitysolely for the design shown. T,e suitability end use of this drawing for nor structure Is the 8351 Rovana Circle responsibility of the Building 000ignar per ANSI/TPI I Sea.2. eeell Tan DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information see this sob's general notes page and these web sites; ALPINE, ww.alpineitw.con; TPI: ww.tpinst.org; NTCA: ww.sbcindustry.com; ICC: sww.lccsafe.org Renewal 8/30/2018 SPACING 24.0" J REF- 1 VM37 1 7 5Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - A) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 1 .5X4 III 8 1-7-4 li 0-4-7 PIPAIIIII4111111111111LIIPIIAll 1 Ilii +19-0-0 i 1 ,5X4 III 2X4(A1) 1-6-0 1-8-7 'I-1 1.<1-10-3 Over 2 Supports • R=269 U=8 W=5.5" RL=44/-27 R=26 Rw=31 U=10 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 . *;pitoF OR/-/1/-/-/R/- Scale =111/Ft. Truss Components of Oregon (5031(357-2118 ••WARNINGI••READ AND FOLLA Au NOTES ON nus CRANING, REF R7175- 85351 825 N 4th Ave,Cornelius OR 97113 a"IIFORTANT•• FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`�'��'��.IN Eo Ss�O TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer t and follow C the latest edition of BCS, (Building Component Safety Information, by TPI and NTCA) for safety practices prior L(/ 4 33294PE R ?�'l TC DL 10.0 PSF DATE 12/02/15 o performing these functions. Installers ptemporary bracing per anoted otherwise, I:top chord shall have properly attached structuralsheath and ottom Cheri]shall have a properly attached rigid ceiling. Locations shownfor permanent lateral restraint of webs shad nava bracing Installed per BCSI •L / BC DL 7.0 PSF DRW CAUSR7175 15336041 ,4 O� 1 sections 83, 87 or B10, as applicable. Apply plates each face of trussandposition as shown above and on IIIL_,L I tM1e'elnt Da`alla, unless natetl o<hezz Rafar<o tlrawin 'BOA-i far a antlare plata peridens 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT I Alpine, a dlfailur of ITN Building Components orman Inc. shall not be responsible Por any tlppiation from this drawing, any 8 bracing to build ttherusses.truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN ITW COMPANY installation A bracing of tresses. c TOT.LD. 42.0 PSF SEQN- 356051 . A Mel on thin drawing or cover pegs lifting Nim drawing, Indicates sceptales of profseslwup al engineering fit/ 4 A responsibility solely for the design show ,ta . The suitability end e of this drwing far any structure is the 4 �Y 14,1g 835!Rovana Cade ell of Ohs Building Deslgesr per ANSI/TPI 1 sac.2. v 5011 Ta' a DUR,FAC. 1.15 FROM BB " Sacramento,CA 95828 For sera information a this Jabs general notes page and< web sites: 1 SPACING 24.0" J RE F- 1 VM3 7 1 75Z08 ALPINE: wwb .alpineitw.com; TPI: www.tpinst.org; NrCA: www.sc irauscry tom; ICC: www.lccsafe.org Renewal W30/2016 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - Al) Top chord 2x4 DF-L #2(g) 120 mph wind, 20.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 1 .5X4111 3X5% 0.00107.-- 3X5 4, 1-11-4 e C=USi 2-11-4 ��VI, 4_20-0-0 V ■ 1-0-0 0-4-7 =� ■ 19-0-0 3 3X5= 3X5= 2X4(A1)= 1 .5X4 III L-1-6-0-->1 2-11-8 ' 10"11 1 2-11-8 --10-10-11 ..E3-10-3 Over 2 Supports R=323 W=5.5" RL=73/-34 R=134 U=18 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 mss,.p1t1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss ComponentsofOregon (503)357-2118 "•WARNINGI'" READ mu Fawn Au a NOTES nus MUSING! 825 N 4 4111 Ave,Cornelius OR 97113 •11WORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `;0 aGiNE . d't TC LL 25.0 PSF REF R7175- 85352 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 NTCA) for safety practices prior (VG 4L 83294PE y7 TC DL 10.0 PSF DATE 12/02/15 Tw o performing[Hese functions, ttache!!ers shall provide structural lateral and bo bracing per SCSI. Unless notedproperly aattachede. /�. '� / — top chord shell have properly attached sir t al sheathing and bottom chord hal shall have a properly [tache° 'i BC DL 7.0 PSF .,0411164 rigid cel I Ing. Locations shownfor perm t al h eInS or websShan nese bracing installed per SCSI DRW CAUSR7175 15336042 .4 �0�� I sections 83. B7 or 810, as'applicable. Apply plates to each face of trussLand position as shown above and on II `00'01"`nr`alls, "ala n`a°a`„erwlar. RefCr`e°rrwi^gs 16OA-Terr °a'°plrbe post°la^a. 12/02/2015 BC LL 0.0 PSF CA-ENG RTT/RTT I r wing, a y fisior of I00 BOtto g eosInecos firman Inc. shall not brorpfori hn fon ons tlpping,on from this 1 drawing, any failure to build sec truss In conformance with ANSI/TPI 1, or for bawling, shipping, OREGON AN ITW COMPANY Installation 8 bracing of trusses. TOT.LD. 42.0 PSF SEQN- 356053 A Beal on tale droving or cover page hating this drawing, unu u drawing, Indiute.. .pt. of prsf. len.l engineering1'b o° r Circle responsibility solely for the design sho.n. The suitability end use of this arming for any structure i the 8 CY t4.2D m DUR.FAC. 1.1 5 8351 Rovana • responsibility of the Building Designer per ANSI/TPI 1 Seo.2. GS 9�� Eon FROM BB Sacramento,CA 95828 For more information s this Job's general notes page and these web sites: ` ALPINE; www.elpineitw.cam; TPI: www.tpinst.org; ATCA: ww.sboindustry,com: ICC: www.iccsafe.org Renewal 618012018 SPACING 24.0" J RE F- 1 VM3 7 1 75 Z08 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - A2) Top chord 2x4 DF-L #2(g) 120 mph wind, 20.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W1 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Right end vertical not exposed to wind pressure. 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 2.00. 1.5X4 III 1 3X5 3-3-4 �� 4-3-4 111111111111110......_ mom8 �! "nj 20-0-0 V 1-0I-0 3X5= 0-4-7 II W V 19-0-0 4 —� 3X5= 2X4(A1)= 1 .5X4111 L-1-6-0-->.1 2-7-3 2-11-8 + 2-10-11 3.>1 2-11-8 T 2-10-11 5-10-3 Over 2 Supports R=401 W=5.5" R=232 U=33 RL=103/-40 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.0 OR/-/1/-/-/R/- Scale =.5"/Ft. _ ••WBIII NGI•• AID MAI ALL Noyes an Txls DIBININGI O nap Truss Components of Oregon 0( 03))357-_118 „I µr„ FIMGIBII READ TO ALL rams iNCL1A71NDnie INSTALLERS. �� 00 TC LL 25.0 PSF 825 N4thAve,Cornelius OR 97113 Trusses re extreme care in FURNISH atim CRANING T shipping. a 4' G s� REF R7175— 85353 edu x g, g, aping, installing and bracing. Refer t and follow �0afp �� I N E4p pliby TC DL 10.0 PSF DATE 12/02/15 the latesteditionof BC61 (Building Cwnponent safety Information, by TPI and'AICA) for safety practices prior ♦e to performing theses functions. tInstallehhall providetemporarybracing per SCSI. Unless noted oherwise, 83294PE 17 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached A. rigid telling. Locations shown for permanentlateral restraint of webs shall have bracing installed per BCS! /i-: BC DL 7.0 PSF DRW CAUSR7175 15336043 ��O` I sections 63, B7 or B10, as applicable. Apply plates to each face of truss staand position as shown above and on J , a j,o nt oaaila, anlasa nntad otherwise. Bafer to drawings 16ne_Z fd bl w ate pnsitiens. BC LL 0.0 PSF CA ENG RTT/RTT Alpine, a division of ITS Building Components Group Inc, shall not be responsible for any tleviation from this 12/02/2015 drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMR4NY imetanation&bracing of trusses. OREGON TOT.LD. 42.0 PSF SEQN- 356055 A sal on this tlreelwg or cover peps listing Ute drawing, indicates elmeptenly of professional engineeringiti • wporole111q mainly for the design ehoen. The suitability ane use of this drafting For any structure Is the �! 8351 ROyaOa Circle responsibi I Iq or the Hulloing ming Designer per ANSI/TPI 1 sea,2. (�e lY 14.20 `0 DUR.FAC. 1.15 FROM BB Sacrament,CA 95828 For more information a chis Jobs general notes pogo and these wee sites: 8 eft Tan S ALPINE: www.elpineitw.com; TPI: www.tpinst.org; %RCA: www.sbcindustry.com; ICC: www.iccsafe.org SPACING 24.0" J REF- 1 VM37 1 7 5 Z08 Sousse sl A/fN9D1B 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - A3) Top chord 2x4 HF #2 120 mph wind, 21.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W1 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Right end vertical not exposed to wind pressure. 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 2.00. 1 .5X4 III i a 8 4-7-15 3X5% 111111 41111111111111111111 !I, A41111 ■■ ■J 4..20-0-0 I 0-4-7 1-0-0 3X5(R) III •� 4 19-0-0 3X5-- 2X4(A1)==- 1 .5X4 III LEI-6-0›.1 2-11-8 4-11-12 p 2-11-8 _I_ 4-11-12 7-11-4 Over 2 Supports R=488 W=5.5'I R=329 U=50 RL=137/-47 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 ,. OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-'4118 "talwITMxl"READ Alt FOLLA ALL titres co THIS DRAWING! eEO '�O$ REF R7175- 85354 825 N 4th Ave,Cornelius OR 97113 ••INFOATANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .4 ss TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer t and follow �sc`��G 11w i`�� �p TC DL 1 0.0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior y DATE 12/02/15 to performing these functions. Installers ush Il provides temporary bracing per BCSI. Unlessnotedotherwise, 83294PE ,001164 top chord shall have properly attached str ural sheathing and bottom chore shall have a properly attached rigid cel l ing. Locations shown for permanent lateral train of webs shall have bracing installed per BCSI .. ,.'-' BC DL 7.0 PSF DRW CAUSR7175 15336044 ,4 L��� I t sections 63, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on - the.loin Details, unless noted otherwise. Refer to drawings 160A-z forstandard plae positions. BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, e division of ITN Building Components Group Inc. shall not be responsible for any deviation from this 12/02/2015 drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. OREGON TOT.LD. 42.0 PSF SEAN- 356057 • A goal on this dreleing or ceder peg.listing this Nrweing, indinetee enaeptase0 of professional engineer) I roapnnelblIthy solely for the design shown. The suitability and use or this drawing for any structure 1.the 0 "LV 14.2 r 1;ef -.. DUN.FAC. 1.15 FROM BB 8351 Roxana Circle ewponsiblllb ,T of the& iding Designer per ANSI/TPI 1 Sen.2, Sacramento,CA 95828 For more Information a this Jobs general notes page and rheas web a *sell Tan $PRC I NG 24.0" - JRE F- 1 VM3 7 1 75208 ALPINE: www.aipineltw.com; TPI: wwa.tpinst.org; RICA;www.sbcineustry.com; ICG: www.iccsafe.org Raaae,al AMA/1MR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215003--JT ROTH CONSTRUCTION -Medallion Medws Lot 1 -- VERFIY VERIFY, OR - A4) Top chord 2x4 HF #2 120 mph wind, 21.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Right end vertical not exposed to wind pressure. 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 2.00. 1.5X4 III 1 i 1 .5X4�� �. 5-7-15 8 0-4-7 pr n 4 " 19-0-0 d 3X5(R) Ill 2X4(A1)= L1-6-0 4-2-1 3-7-7 1"12 7-11-4 Over 2 Supports R=488 W=5.5" R=329 U=50 RL=137/-47 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 'r,- PLRDF OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon ((503))357-2118 "mumiNGI'•READ ATO FOLLOR ALL NOTES al THIs CRANING! FiPs, 825 N4th Ave,Comehus OR 97113 "IMPORTANT" FINNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `0j �aG1NEO� /p TC LL 25.0 PSF REF R7175- 85355 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCS( (Building Component Safety Information, by TPI and NTI:A) for safety practices prior Cr 8s294Pe ar TC DL 10.0 PSF DATE 12/02/15 to performing these functions. tInstallers on.II providetemporaryPorary bracing per SCSI. Unless noted a , /,. 111111 rip d ordcel shall have properly attached structural sheathing and bottom chord shell bhaverae a properly attached r BC DL 7.0 PSF rigid calling. orLocations shown for permanent lateraplates restraint of webs shall have tion as instanced per GCs( DRW CAUSR7175 15336045 sections 83. B7 or 810, as applicable. Apply plates to each face or truss and position as shown above and on •�/O�/�O 1 �l1 I 'A\I nt Dere n a, uniesa noted itherwiae. Refer to 7.-:::,1,6°:-:b:-:.:::::7::::-.7%:L:::; resin a,GnA_ 1 BC LL 0.0 PSF CA-ENG RTT/RTT /I,1' LJO� ' V I . t„ 9 no z rir standard plane pisltlons. nom A 1 Alpine, a tllvis ion of ITN Builtling Components Group Inshall r be reaponsi ble for any tleviation f this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping, OREGON AN Irw COMPANY Installation �, 0 • esCTOT.LD. 42.0 PSF SEQN- 35606 1 A el on this if trusses. 11 drawing or cover Togs listing this dinning, Indicatesx ing, Indicates wpes twnce of TrofelSl engineering 4 lY 1d.'�G t responsibility e wibillty solely for the design shown. The suitability W use or this drawing for soyy structure Is the 8351 ROyat18CITCIB rpenaIbllhty of the Building Designer per ANSI/TPI 1 Sec,2, °ell Tao, DUR.FAC. 1.15 FROM BB Sacramento,CA95828 For more information see this Jobs general notes page and these web sites: Renewal 8/30/2016 SPACING 24.0" JREF- 1VM37175Z08 ALPINE: www.alpineitw.cw:TPI: es %R CA:GA: www.sbcintlustry.cw; ICC: www.iccsafe.org 0 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Dr: 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Dr: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1,00 2x4 Brace (1) 1x4 "L" Brace . CS) 2x4 "L" Brace . (2) 2x4 'V Brace !..I (1) 2x6 "L" Brace R (2) 2x6 `L' Brace .. Bracin Grou Gable Vertical No g p Species and Grades: Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: #1 / #2Spruce-Pine-Fir Hem-Fir F� r 4' 7' 7' 10" 8' 1" 9' 3" 9' 7" 11' 0` 11' S' 14' 0' 14' 0" 14' 0" 14' 0" #1 / #2 Standard #2 Stud r #3 4' 4' 7' 2' 7' 8" 9' 1" 9' S" 10' 10' 11' 4" 14' 0' 14' 0" 14' 0" 14' 0" #3 Stud #3 Standard 0 _,F Stud 4' 4' 7' 2' 7' 7" 9' 1' 9' S" 10' 10" 11' 4" 14' 0" 14' 0" 14' 0" 14' 0" Standard 4' 4" 6' 2" 6' 7" 8' 2" 8' 9' 10' 10" 11' 4' 12' 10' 13' 9" 14' 0' 14' 0" Douglas Fir-Larch Southern Pinewww 0.) #1 4' 10" 7' 11" 8' 2' 9' 4" 9' 8' 11' 1" 11' 6' 14' 0' 14' 0" 14' 0" 14' 0" #3 #3 —1 a SP #2 4' 7' 7' 10" 8' 1" 9' 3" 9' 7" 11' 0' 11' 5" 14' 0" 14' 0' i 14' 0" 14' 0' Stud Stud Standard Standard #3 4' 6" 6' 6' 6' 11° 8' 7" 9' 2' 10' 11" 11' 4" 13' 6" 14' 0' 14' 0" 14' 0" cu DFL Stud 4' 6' 6' 6' 6' 11" 8' 7" 9' 2' 10' 11" 11' 4' 13' 6" 14' 0' 14' 0` 14' 0' U Standard 4' 4' 5' 9" 6' 1" 7' 7" B' 2" 10' 4' 11' 1" 11' 11" 12' 10' 14' 0' 14' 0" Group B: SPP #1 / #2 5' 3' 8' 11° 9' 3" 10' 7" 11' 0" 12' 7' 13' 1' 14' 0" 14' 0' 14' 0' 14' 0" Hem-Fir .4__> _ #3 5' 0' - 8' 10' 9' 3' 10' 5" 10' 10' 12' 5" 12' 11' 14' 0' 14' 0" 14' 0' 14' 0" #1 & Btr L. U f L Stud 5' 0" 8' 9" 9' 2' 10' 5' 10' 10" 12' 5" 12' 11" 14' 0" 14' 0" 14' 0' 14' 0" #1 QJ o Standard 5' 0' 7' 6" 8' 0" 10' 1" 10' 9' 12' 5° 12' 11" 14' 0" 14' 0" 14' 0" 14' 0" Douglas Fir-Larch Southern Pine... #1 5' 6" 9' 1' 9' 5" 10' 8" 11' 1" 12' 8" 13' 2' 14' 0' 14' 0" 14' 0" 14' 0' #1 #1 > SP #2 5' 3' 8' 11" 9' 3" 10' 7" 11' 0" 12' 7" 13' 1" 14' 0' 14' 0" 14' 0' 14' 0" #2 #2 #3 5' 1" 7' 11' 8' 5" 10' 6" 10' 11" 12' 6" 13' 0" 14' 0' 14' 0' 14' 0" 14' 0" 1x4 Braces shalt be SRB (Stress-Rated Board). QJ x--1 DLL Stud 5' 0' 7' 11' 8' 5' 10' 6° 10' 11" 12' 6" 13' 0' 14' 0' 14' 0' 14' 0" 14' 0" ...For 1x4 So. Pine use only Industrial 55 or Standard 5' 0` 7' 0" 7' 5" 9' 4' 10' 0" 12' 5' 12' 11" 14' 0' 14' 0" 14' 0" 14' 0' Industrial 45 Stress-Rated Boards. Group B d S P I #1 / #2 5' 9" 9' 10' 10' 2' 11' 7' 12' 1" 12' 7" 14' 0' 14' 0" 14' 0' 14' 0" 14' 0' values may be used with these grades. #3 5' 6" 9' 8" 10' 1" 11' 6" 11' 11' 13' 8" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0" Gable Truss Detail Notes: U Hr' Stud 5' 6' 9' 8" 10' 1' 11' 6" 11' 11" 13' 8" 14' 0" 14' 0' 14' 0' 14' 0" 14' 0' Wind Load deflection criterion is L/240. O Standard 5' 6' 8' 8" 9' 3" 11' 6" 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0" 14' 0" Provide uplift connections for 70 plf over X #1 6' 0" 10' 0' 10' 4" 11' 9` 12' 2' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d SP #2 5' 9" 9' 10' 10' 2" 11' 7" 12' 1" 13' 10' 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" Gable end supports load from 4' 0' outlookers #3 5' 8" 9' 2" 9' 9' 11' 6' 12' 0" 13' 9" 14' 0" 14' 0' 14' 0' 14' 0" 14' 0" with 2' 0" overhang, or 12" plywood overhang. x--1 DFL Stud 5' 8" 9' 2" 9' 9' 11' 6' 12' 0" 13' 9" 14' 0" 14' 0' 14' 0' 14' 0" 14' 0" Standard 5' 6' 8' 1' 8' 7" 10' 9' 11' 6" 13' 8" 14' 0" 14' 0" 14' 0' 14' 0' 14' 0" Symm y,^ Attach 'L" braces with 10d (0.128"x3.0' min) nails, , About jE_ '1 Gable Truss ' " i 0 NE For (1) 'L' brace: space nails at 2" o.c. in 18' end zones and 4" ac. between zones. Diagonal brace option: lillilipi:3, space nails at 3" o.c. 931E*For 1 (2) 'L' braces: vertical length may be in IB' end zones and b' o.c. between zones. doubled when diagonal 'L' bracing must be a minimum of 80% of web brace is used. Connectmember length. II diagonal brace for 385# 'at each end. Max web BrGable Vertical Plate Sizes total length is 14'. 1 � Vertical Length No Splice 2x4 DF-L #2 or ■ Less than 4' 0' 1X4 or 2X3 better diagonal Greater than 4' 0', but Vertical length shown brace; single fess than 11' 6" uneimujimi. 2X4 in table above. or double cut II.N.LIIIIrlljilliillIllIllkiw.. Greaterthantl' 6' 3X'� 45° (asshown) at © + Refer to commontruss design for upper end. • • • V� peak, splice, and heel plates. g ontinuous Bearing Refer to the Building Designer for conditions Connect diagonal at not addressed by this detail. midpoint of vertical web. Refer• to chart above for max g..i.,. tical length. ..VARNINIHi..READ AND FOLLOW ALL NOTES ON THIS BRAVING! Ae• —•p,. ..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4'[C CCSS REF ASCE7-10—GAB12030 Trusses require extreme care In fabricating, handling, shipping,Installing and bracing. Refer to and `CP G1Nyr '0 - follow the latest edition of BCSI(Building Component Safety Information, by TPI and SBCA) for safety a DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. / 83294PE 41 Z Unless noted otherwise, top chord snail have properly attached structural sheathing and bottom chord i� v DRWG A12030ENC101014 _ shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 1/...'"- /'-11_ "' F� II I7 shall have bracing installed per BCSI sections B3, B7 or DID,as applicable. Apply plates to each face /�J I i �)-'I�\ I' of truss and position as shown above and on the Joint Details, unless noted otherwise. ,' L I_, ILII \��IJI Refer to drawings 160A-Z for standard plate positions. 12/02/2015 AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from q.l i^^y�r this drawing,any fnilure to bued the truss in conformance with RNSI/TPI I, or for Handling, shipp',ng, /,�71i#lf6 q MAX. TAT, LD, 60 PSF installation& bracing of trusses. A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional 73 engineering responsib,Uty solely for the design shown. The suitability and of this drawing G 4, 00 14.2.3 0 13389 Lakefront Drive For any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. alto!!TallEarth City,M083045 For more information see this job's general page and these web sites: MAX. SPACING 24,0"ALPINE: www.alpineltw.com; TPI, www.t Intrs,SBCAw .sbc;ndu5try.arg;Ice www.iccsafe.org @ammaal ft/AA/91118 Gable De , ail For Let—in Verticals Gable Truss Plate Sizes About4 0 Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. lliii +ORefer to Engineered truss design for peak, iiK splice, web, and heel plates. © ®If gable vertical plates overlap, use a single plate that covers the total area of INHIIIIIthe overlapped plates to span the web. Gable 0 © © °'I vertical 2X4 IP API Length Example: yp. lippl, di wil 2X4 IIP di 2X8 "T" Reinforcement Attachment Detail "T" Reinforcing 'T' Reinforcing 4 Member Member Illibilliiihm..... Toe-nail - Dr - /1 End-nail 6, A -„,<:: O © To convert from 'L" to "T" reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply "T" increase by length (based on appropriate Alpine gable detail). Attach each "T" reinforcing member with End Driven Nails Maximum allowable "T' reinforced gable vertical 10d Common (0.148"x 3,",min) Nails at 4' o,c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords, "T" reinforcing member material must match size, Rigid Sheathing Toenailed Nails: specie, and grade of the "L` reinforcing member, 10d Common (0.148"x3",min) Toenails at 4" ac. plus Web Len th Increase w/ "T" Brace 4 Nails ) 1. (4) toenails in the top and bottom chords. g "T" Reinf, This detaito be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind fonld. Member 2x4 30 % ASCE 7-05 Gable Detail Drawings Example: 2x6 20 I. A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 "T" Brace Increase (From Above) = 30% = 1.30 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' 0.0, A11515ENC101014, Al2QI5ENC101014, A14015ENC101014, A16015ENC101014, "T" Reinforcing Member Size = 2x4 i 1 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 "L" Brace Length = B' 7" Gable Vertical Length 1.30 x 8' 7" = 11' 2° A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED1o1014 Maximum °T" Reinforced See appropriate Alpine gable detail for maximum unreinforced gable vertical length. y� 4 NailsM. Ceiling op PROF w4(..wWARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! � �di REF LET-IN VERT ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �Gj OGINeO O Trusses extreme care in fabricating,handling, shipping, require a ion, and bracing. Refer to and 9 follow the horst edition mi BCV (Buildingefun Component Safety Information,provide, a TPI ryd for safety C 83294PE 'Q DATE 10/01/14 practices prior to performing these all have Installers shalt structural temporary bracing per BCSI. Q' 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 Interni restraint of webs DRWG GBLLETIN1014 T., shall have bracing installed per BCSI sections 93, 97 or 910, as applicable. Apply plates -to each face M I l of truss and position as shown above and on the Joint Details,unless noted otherwise. 12��2/2015 Q �- Refer to drawings 160A-Z for standard late /I L J 9 p Gositions. ®e / AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any de vin tion from VOR / this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, �► installation & bracing of trucse Gs`Z Lr 14,2od',tl� MAX, TOT. LD. 60 PSE A seal an this drawing or cover page listing this drawing,indicateacceptance of professional eeH Tan • engineering responsibility solely for the design shown. The suitabilityand use of this drawingDUR. FAC, ANY 13399 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. t Earth City,MO 63045 For more informationa this Job's general notes page and these web sites: Renewal 8/38/2018 MAX. SPACING 24.0" ALPINE, www.alpineitw.comi TPI. www.tpinst.orgi SHCA: www.sbcindustry.orgi ICC, www.iccsa£e.org 0 ASCE 7-10; 120 mph, 30' Mean -eight, Closeo, Ex9osure C Common Resioential Goole Eno Wino Bracing Requirements - Stiffeners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less -than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1,00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof' sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof' diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. X Optional 2x L-reinforcement attached Nails: 10d box or gun (0128"x3",min) nails, to stiffback with 10d. box or gun (0.128" x 3", min.) nails @ 6" o,c. I NN I I 2X4 Blocking nailed to ,*♦ 45° sheathing and 24' Max `► each truss (Typ) 1 H 111&111r- Iiiiik!. y' � ______I__ 2X4 DE-L #2 H/2 or better diagonal brace. Attach each end For 560#, Ii1iI,i ,t. ■ ■ ■ ■ ■► imp■��■ im ■r:7■m ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0,123" X 3", min.) nails, ••VARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! ` "w, ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. "1� SS' REF GE WHALER Trusses extreme care in Fabricating,handling, shipping, installing and bracing. �y �Q�NFF require g, g, PPin9• 9 g. Refer to and w DATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety 4 33294PE 41 r practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. ____ Unless noted otherwise, top chord shalt have properly attached structural sheathing and bottom chord DRWG GABRST101014 .., shall have a properly attached rigid ceiling. Locations shown for permanent lateral restroint of webs (� I��� shall have bracing a=toned per BCSI sections B3, B7 or B10,.as applicable. Apply plates to each face I I I �)_ \\ of truss and position os shown above and on the Joint Details, unless noted otherwise. 12/02/2015 L �ILI, u \VVI Refer- to drawings 160A-Z For standard plate positions. 1 AN ITW COMPANY thAlpine,o division of ITW Building Components Group Inc. shall not be responsible for any deviation from 1 V4 is drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation a bracing of trusse ?1 �, �► C MAX, TOT, LD. 60 PSF s A seal on this drawing or cover page listing this drawing,indicates acceptance of professional CI 1Y 14.20 w.(0 engineering responsibility solely for the design shown. The suitability and use of this drawing �8 13389 Lakefront Drive For any structure is the responsibility of -the Building Designer per ANSI/TPI I Sec.2. 'sell Tai D Earth City,MO 63045 For more information see this job's general notes page and these web sites' w ALPINE; www.alpineitw,comi TPI@www,tpinst.orgi SBCA: www.sbcindustry.org;ICCi www.iccsafe.org Renewal 6130/2018 MAX. SPACING ELRReIn - orcirgveznbeSL, bs , i L �, Dior T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. 400 ,, Apply to either side of web narrow face, ,, Attach with lOd (0.128"x3.0",min) nails , at 6" o.c. Reinforcing member is , Notes: a minimum 80% of web ,, member length. , This detail is only applicable For changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement, . Alternative reinforcement specified in chart below may be conservative, ›."-<: �N For minimum alternative reinforcement, re-run design with appropriate t' NM reinforcement type, g . T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, Scab Reinforcement. 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 l0d (0.128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(X) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(3E) Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (X) Center scab on wide face of web. Apply (1) scab to each I face of web. N _ . PRO _ ..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWINGI P S F REF_ CLR S u b s t. •.IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`' OGINF, Si0 TC LL Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and 9• PPi^9• L� A follow the latest edition of BCSI (Building Component Safety Information, by TPI ooA SBCA) For safety "r Y performing these functions. Installers shall 'de temporary bracing t 83294PE y TC DL PSF DATE practices prior to pravi p y g per SCSI. It 10/01/14 „Z__221 , unless noted otherwise, top chord shall have properly attached structural sheathing and bottom hard /" BC DL PSF DRWG BRCLBSUB1014 _ .w shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs IIII����\ IIII shalt hove bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face / Q Li 1)-- ) u V f truss and position as shown above and on the Joint Details, unless noted otherwise. 12/022015 BC LL PSF Li Refer to drawings 160A-Z for standard plate positions. 11AC, J AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from lYe� this drawing,any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, L. TOT. LD. PSF installation 8. bracing of trusse ` SLY 14,18� m V A seat on this drawing or cover page listing this drawing,inWcates acceptance of professional �( engineering responsibility solely for the design shown. The suitability and use of this drawing Se"Tan' DUR. FAC. 13389 LakaI St Df' for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. ti Earth City,MO 83045 For more information s e this Jobs general notes page and these web sites: ALPINE. www.alpineitw.com; TPI pwww.tpinst.orgl SBCA www.sbcindustry,org; ICC,www.iccsafe.org ReIYBWal Bt3012018 SPACING e Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace <1> 1x4 "L" Brace A (1) 2x4 'L" Brace w (2) 2x4 "L° Brace .. (1) 2x6 "L" Brace * (2) 2x6 "L" Brace .o Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: #1 / #2 4' 10" 8' 2' 8' 6" 9' 8' 10' 1" 11' 6" 12' 0" 14' 0' 14' 0° 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir SP r #1 / #2 Standard #2 Stud #3 7' 9" 8' 3` 9' 7" 9' 11' 11' S" 11' 10' 14' 0' 14' 0' 14' 0' 14' 0" #3 Stud #3 Standard O _r Stud 4' 7" 7' 8' 8' 2' 9' 7` 9' 11' 11' S" 11' 10" 14' 0" 14' 0" 14' 0" 14' 0" Standard 4' 7" 6' 7' 7' 0" 8' 10" 9' S" 11' S" 11' 10" 13' 10" 14' 0" 14' 0' 14' 0" Douglas Fir-Larch Southern Pine•.,■ a) #1 5' 0' 8' 4" 8' 7" 9' 10" 10' 2' 11' 8' 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" Stud __JS P #2 4' 10" 8' 2' 8' 6` 9' 8" 10' 1" 11' 6" 12' 0' 14' 0' 14' 0' 14' 0" 14' 0" Stud Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3" 9' 11" 11' 5" 11' 11" 14' 0' 14' 0' 14' 0' 14' 0" CS ai DFL Stud 4' 8" 7' 0" 7' 5' 9' 3" 9' 11" 11' 5" 11' 11" , 14' 0' 14' 0" 14' 0" 14' 0" Standard 4' 7" 6' 2" 6' 7" 8' 2" 8' 9" 11' 1' 11' 10" 12' 10` 13' 9' 14' 0" 14' 0" Group B: U #1 / #2 5' 6' 9' 5' 9' 9' 11' I" 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir #3 5' 3" 9' 3" 9' 9" 10' 11' 11' 4" 13' 0" 13' 7' 14' 0" 14' 0' 14' 0' 14' 0" #1 g Btr C_ 1 U I F Stud 5' 3' 9' 3' 9' 7" 10' 11" 11' 4" 13' 0' 13' 7' 14' 0" 14' 0" 14' 0' 14' 0" #1 CU O Standard 5' 3" 8' 1" 8' 7" 10' 10" 11' 4" 13' 0" 13' 7" 14' 0" 14' 0' 14' 0" 14' 0" Douglas Fir-Larch Southern Pine..• #1 5' 9" 9' 6" 9' 10" 11' 3' 11' 8' 13' 4" 13' 10" 14' 0" 14' 0' 14' 0" 14' 0" #1 #1 SP #2 5' 6' 9' 5" 9' 9" 11' 1" 11' 6" 13' 2" 13' 9' 14' 0" 14' 0' 14' 0' 14' 0" #2 #2 #3 5' 5" 8' 6' 9' 1` 11' 0' 11' 5" 13' 1' 13' 8" 14' 0' 14' 0' 14' 0' 14' 0" n1 DFL Stud 5' S" 8' 6° 9' 1` 11' 0" 11' 5" 13' 1" 13' 8' 14' 0' 14' 0" 14' 0" 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board), w `—� ...For 1x4 So. Pine use only Industrial 55 or Standard 5' 3° 7' 6' 8' 0° 10' 0" 10' 9' 13' 0" 13' 7° 14' 0' 14' 0" 14' 0" 14' 0" Industrial 45 Stress-Rated Boards. Group B 0 r #1 / #2 6' 1' 10' 4' 10' 8" 12' 2' 12' 8' 13' 2' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0" values may be used with these grades. d - S P(- #3 5' 9" 10' 2' 10' 7" 12' 0" 12' 6' 14' 0" 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: Li U —F Stud 5' 9" 10' 2" 10' 7" 12' 0" 12' 6" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0" Wind Load deflection criterion is L/240. O Standard 5' 9` 9' 4" 9' 11" 12' 0" 12' 6' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0" Provide uplift connections for 35 plf over X #1 6' 4" 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' i 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' continuous bearing (5 psf TC Dead Load). #2 6' 1' 10' 4' 10' 8" 12' 2" 12' 8" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' d a Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10" 10' 6' 12' 1' 12' 7" 14' 0" 14' 0" 14' 0" 14' 0° 14' 0' 14' 0" with 2' 0' overhang, or 12' plywood overhang. N D F L Stud 5' 11" 9' 10' 10' 6" 12' 1° 12' 7" 14' 0" 14' 0" 14' 0" 14' 0° 14' 0" 14' 0" Standard 5' 9" 8' 8" 9' 3` 11' 7' 12' 5° 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Symm I1^ Attach 'L' braces with 10d (0.128'x3.0` min) nails. About j� �ti a )I( For (1) `L" brace, space nails at 2° o.c. Gable Truss ���� In 18' end zones and 4" O.c. between zones. Diagonal brace option: ISI #(#(For (2) 1' braces, space nails at 3" o,c, in 18' end zones and 6' o.c. between zones. vertical length may be % • 0 doubled when diagonal `L" bracing must be a minimum of 80% of web brace is used. Connect r member length. diagonal brace for 335# 'L' irat each end. Max web Brace Gable Vertical Plate Sizes total length is 14'. , Vertical LengthNo Splice 2x4 DF-L #2 or ■ Less than 4' 0' 1X4 or 2X3 better diagonalGreater than 4' 0', but2X4 Vertical length shownbrace; single _ lessthan 11' 6'in table above. 45' or double cut 0 © L■L■•�� Greater than 11' 6` 3X (as shown) at ■,li"` © + Refer toCommontruss design for 'N upper end. ■ ■ ■ ■ IMI 1 m. ■ 1■ll II''77 7�■IIIIIIIIIIIIIIIIII�■�■�■mmrl�■�■ �� ■ ■ . r1 peak, splice, and heel plates. antinuoua s Bering Refer to the Building Designer for conditions Connect diagonal at not addressed by this detail. midpoint of vertical web. Refer to chart above for max gab - ertical length. ..WARNING!..READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1,01 PROFS REF ASCE7-10-GAB12015 ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. S Trusses require extreme care In fabricating, handling, shipping,Installing and bracing. Refer to and i DATE 10/01/14 folio, the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) for safety ' �G„G,MeF' OZ practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Al Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord /64/ 83294PE 9 DRWG A12015ENC101014 ____Zn____� shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs awe / I I )-I'I I'I rE shalt have bracing installed per BCS[ sections B3,B7 or BID,as applicable. Apply pia tes to each face 1 \\\�v1111 of truss and position as shown above and on the Joint Details,unless noted otherwise. L Refer to drawings 160A-Z for standard plate positions. 12/02/2015 LCl AN ITW COMPANY this PI Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from �7FC•'^ ,� is drawing, any failure to build the truss in conformance with ANSI/TN 1,or for handling, shipping, IIYa MAX. TOT. LD. 60 PSF Installation II, bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professionalC. 9 engineering responsibility solely for the design shown. The suitability and use of this drawing SO SLV 14,20' Qj 13389 Lakefront Drivefor any structure Is the responsibility of the Building Designer per ANSI/TPI I sec.2. w Earth City,MO 63045 For more information s e this job's general notes page and these web sites, 8e��Tan e ALPINE: www.atpineitw.com; Tryww,tpinst.org;SBCA: www.sbcindustry.org; ICC, wwwiccsafe.org MAX, SPACING 24.0” n.........19fO0/e910 X — I3 Frame le ±aits Hip Frame W4X4, Min, B -----__ �, 24"_____� -- U Common W : -�_-: Trusses yp' 1,5 X 3 .�i�� Typ '~ Nim.;+;`\�-. IIII • /+1�11�1`4, I� • Stepped Hip • i+:I:0ii�:0i`,'• Sy stem Trusses 2x4 Chords 2x4 Purlins .1��•181116111111f1���N INMI� /��-\ #1 Hip Ad. Setback Eii"�����i,,,�',-�-,Pitched and Sheathed Min IIMMIN 111111111111111MINI- Chord Area _ Hip Frame* B _ Bottom Chord \ W3X4, Mni , a- 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") / nails @ 6" o,c, maximum spacing, Hip frame stops at plumb cut of �-s/W- + n Hip Frame jacks to maintain pitch continuity, S e C 1 O f'� D - t Hip frame lumber is SPF, So. Pine, HF, 00P,,', ...iii DFL Standard, Stud grade, or better, 7 See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. R' Hip frame chords may be trimmed up to 2" to fit. - - - - - purlins must be intact and properly attached. Setback .. Stepped Hip System Trusses Use this detail for: 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, Structural panels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hip frame purtins. EO PROF MIWARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `y� oGINFo s,0 REF HIP FRAME Trusses extreme careg and bracing. Refer to and C —"-'— -- --- ------- require in fabricating, handling,Safety Information, ation�nDATE 10/01/14 V follow the latest editionerfmi BCSI (Building Component Safety Iall provide, a TPI and bracing for safety a 83294PE -r 9 practices properly attophcd rigid shallceiling. Locations shownhe( provide temporary per SCSI, d.''' prior to performing these functions Installers shall „......- Unless noted otherwise, top chordihave properly attached s permanent lateral and bottom chord shall have apermanent lateral restraint of webs DRWG HIPFRAME1014 �11 ['N n shall have bracing installed per BSI sections B3, B7 or to asapplicable. Apply plates to each face 12/02/2015 /. II 1)- \\ 'I, of truss and postop as shown above and on the Joint Details,unless noted otherwise. L1----J 1-p v Refer to drawings 160A-Z for standard plate positions. 1 -v4 AN ITW COMPANY Alpine, n division of ITW BuilWWng Components Group Inc. shall not be responsible far any de shippin from "i/' �1I this drawing, any failure to bulltl the truss In monf ornnnme with ANSI/TPf 1, or for hnntlling, shlpping, /4 e. . installation 4 bracing of trusse G ICY 14,q0� A seal on this drawing or cover page listing this drawing,indicates acceptance of professional / engineering responshallity solely for the design shown. The suitability and use of this drawing Bell Tar t 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 83045 For more information see this Job's general notes page and these web sites Renewal 8/3012016 ALPINE. www.alpineitw.con; TPI' www.tpinst.orgl SBCA. www.sbcindustry.orgi ICC' www.iccsafe.org •-