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Plans (47) 1 . R2 E. E Ey, APR 19 2017 ‘Li i-k O_G 6 L„,..) g, 0-tle' Ave_ crrYOF TIGARD BUILDING DIVISION I- 52' I I----6'--I--3' I 7'6" I 276" I 8'—I . : I a' 41 111111111M11111111:11111111 NM 11111111111•11111111 Illir .1111111111111immidomilwi... 4. ki.,,.. m m 1.._;:max. )malli rcli rrli op 1 p;III STICK FRAME 2 X 12 usJ, 05 i 1 m !ir _ ,--irg-T, - ., i , .- SJ 1112.13Moniiimmiiih. I! II . 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It It fili J1 II I[X hit:111 1., It 1 , 11 ; -;•••— ' 4 . , , 4 i _ 41 * a ' ••4'O4 .0740111~11010412/001WIMMINIAL‘12110.67.1.0iLlitiMMV:earbiliiiiglielaNIMIhniiiii.1120._ 1111111111111111111111111111Mtallein motaini ammo 1111111111111111=111111IF ' 7 J 136" I 296" I- 8' -I .-- -rj Customer: FOUR D CONSTRUCTION CO. 0 > o r.... c,-, 0 Desc.: GREENSWARD SOUTH LOT 9 -n 0 .... r„.., ADDRESS: TRU SS .) z Z --. Designed by: IKE ISAKSON 0 OP Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VZI7175Z0929111234 Truss Fabricator: Truss Conponents of Oregon Job Identification: 0317210--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 9 -- TIGARD, OR Model Code: IRC Truss Criteria: IRC2012/TPI-2007(5TD) ��.PR°jF. Engineering Software: Alpine proprietary truss ana l ys i s software. Version 16.01. �� "� N d'rO Truss Design Loads: Roof - 42 PSF @ 1.15 Duration C9 F I oor - N/A , 19575 P '1 Wind - 120 MPH (ASCE 7-10-Closed) Notes: 03/_9/2017 OREGON ." 1. Determination as to the suitability of these truss conponents for the I' I en.20, Q' structure is the responsibility of the building designer/engineer of 700 W.VV" record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 URm -6«2Oeal Details: BRCLBSUB-HI PFRANE-12030EC1-GBLLETIN-GABRSTIO-12015EC1- Submitted by GWH 11:09:07 03-29-2017 Reviewer: PBC $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 91747--A 17088040 03/29/17 39 91785--SJ2 17087043 03/28/17 2 91748--A1 17088027 03/29/17 40 91786--SJ4 17087055 03/28/17 3 91749--A2 17088024 03/29/17 41 91787--SJ5 17087046 03/28/17 4 91750--A3 171:7054 03/28/17 42 91788--HR1 17087045 03/28/17 5 91751--A4 17087047 03/28/17 6 91752--B 17088025 03/29/17 7 91753-41 17087050 03/28/17 8 91754-42 17087056 03/28/17 9 91755--63 171:7071 03/28/17 10 91756--C 17087048 03/28/17 11 91757--C1 17087039 03/28/17 12 91758--C2 17087072 03/28/17 13 91759--D 17087074 03/28/17 14 91760-41 17087059 03/28/17 15 91761-412 17087069 03/28/17 16 91762--E 17087062 03/28/17 17 91763--E1 17087060 03/28/17 18 91764--FGI 17088023 03/29/17 19 91765--FG2 17088026 03/29/17 20 91766--G 17087067 03/28/17 21 91767--G1 17087057 03/28/17 22 91768--G2 17087042 03/28/17 23 91769--H 17087063 03/28/17 24 91770--H1 171:.7064 03/28/17 25 91771-412 17087068 03/28/17 26 91772--H3 17087051 03/28/17 27 91773-4 17087070 03/28/17 28 91774--J1 17087061 03/28/17 29 91775--K 17087053 03/28/17 30 91776-4 17087049 03/28/17 31 91777-41 17087058 03/28/17 32 91778--12 17087052 03/28/17 33 91779-43 17087066 03/28/17 34 91780--X 17087073 03/28/17 35 91781--EJ1 17087065 03/28/17 36 91782--EJ2 17087041 03/28/17 37 91783--EJ3 17087040 03/28/17 38 91784--SJ1 17087044 03/28/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) Sut3M111WU t5Y IKOSS reIi (0317210--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 9 -- TIGARD, OR - A) ,, Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L SS (Lumber Dur.Fac.=1.75 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W6 2x4 HF #2: TC- From 68 plf at -1.00 to 68 plf at 7.92 TC- From 34 plf at 7.92 to 34 plf at 21.58 120 mph wind, 22.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in TC- From 67 plf at 21.58 to 67 plf at 30.50 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. BC- From 5 plf at -1.00 to 5 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 29.50 Wind loads and reactions based on MWFRS. BC- From 5 plf at 29.50 to 5 plf at 30.50 TC- 296.62 lb Conc. Load at 7.85,21.65 In lieu of structural panels use purlins to brace all flat TC 0 24" OC. BC- 106.45 lb Conc. Load at 2.00,27.50 BC- 108.26 lb Conc. Load at 4.00,25.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied BC- 110.89 lb Conc. Load at 6.00,23.50 per IRC-12 section 301.5. BC- 260.24 lb Conc. Load.at 8.00,10.00,12.00,14.00 15.50,17.50,19.50,21.50 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 1 .5X4 III 3X5= 4X5= w Z' 3X53X5 4 6-6-8 9 (- 9 I. 0-7-4 0-7-4 III 9-2-10 1 .5X411 3X5= 4X8= 5X5= 3X5= 1 .5X4111 T 6X6(B1OR)4i 4X5= 6X6(B10R) L1rJ L1 'J I< 4-1-8----- -=-----3-9-8 + 4-2-4 > 5-3-7- + 4-2-4 3-9-8 4 4-1-8-- L.- 7-11-0 ._(,. 13-8-0 --L- 7-11-0 -I .< 29-6-0 Over 2 Supports >1 R=2648 U=524 W=5.5" R=2648 U=524 W=5.5" Design Crit: IRC2012/TPI-2007(STD) • pli.p PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01 .0. cg% OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 °°WARNING!°° READ AND FOLLOW ALL NOTES ON THIS DRAINING! \C '�G%'Y e. '0 TC LL 25.0 PSF REF R7175- 91747 825 N 4th Ave,Cornelius 0R 97113 "'IMPORTANT** FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C, 7 Trusses require extreme rare in fabricating, handling, shipping. installing and bracing_ Refer to and follow 19575 TC D L / .0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior- r. r DATE 03/29/17 to performing these functions. Installers shall provide temporary bracing per BCS'. Unless noted otherwise, ♦! top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ' rigid ceiling. Locations shown for permanent lateral restraint of webs swill have bracing installed per BCSI• r+ ;_. SS BC DL 10.0 PSF DRW CAU5R7175 1788 40 T, sections 63, 67 or BIC, as applicable. Apply plates to each face of truss and position as shown above and on .. r (` +� 1 Il L the Joint Details, unless noted otherwise. Rs FGr to drawings 1Einot for standard plait ny de iati Q ,.29/2017 BC LL 0.0 PS F CA-ENG GWH/GWH ...ifr J l �, .a l 1 Alpine, a division of Ilw Building Components Group Inc. shall not be 'e slwns btlt:for any dcv.anon frum this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN IrW COMPANY installation&bracing of trusses. ` 0` ...i, TOT.LD. 42.0 PSF SEQN- 238797 • A meal on this drawing or canter pegs listing this drawing, Indicates acceptant..of pronsaclonal engineering /A'1)n.20,194,-- 6� y y structure Is thO / DUR.FAC. 1 .15 FROM I KE responsibility solely for the deal shown. The suitability and use of this drawl for any et responsibility of the Building Designer per ANSI/TP1 1 Sec.2. ®L. 8351 Rovain Circle Sacransnlo,CA 95828 For mare information see this job's general notes page and these web sites: - ALPINE: www,alpineitw.com; TPI: www.tpinst,org: WTCA: www,sbr_ SPACING 24.0" J R E F- 1 UZ 17 1 7 5 2 09 cindustry. om, ICC: www.iot::l:fo,arg Rlin8w8fY3QJ2017 1111J VPMV rRLr/'1RLU MnVlw VVnlrV1Ln II.rV. �LVnVV ax .+I...L....sV...+/ NVv,.r•s•vv v. ,.v..r..r ., r.r (0317210--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 9 -- TIGARD, OR - Al) Top chord 2x4 HF #2 120 mph wind, 23.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 1.5X4 III 4X5= MIS 1 .5X4 III 1.5X4 III • 8-6-8 9 I- W1 9 W7 0-7-4 0-7-4 I i I I MN 19-2-10 r 3X5= 3X7- 3X5= 3X"7(64)(R) ill 3X7(A2) III 3X5-=--- Li •..1 X5L11J Li ..1 7-6-0 3-1-0 —7 3-0 4-2-0 4-2-0 7-3-0 3-1-0 7-6-0 7-6-0 I,-- 10-7-0 _I, 8-4-0 _I_." 10-7-0 ,I k29-6-0 Over 2 Supports R=1363 U=99 W=5.511 R=1363 U=99 W=5.5" RL=168/-168 Design Crit: IRC2012/TPI-2007(STD) PIR PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. 0." ? , . 4-6,.,„ OR/-/1/-/-/R/- Scale =r25"/Ft. Truss Caln onl.utsol nLhLOregon 003)357-2118 •"w! IuINst•• READ AND FOLLOW ALL NOTES ON THIS DOMING! f�hC '�G1hF ,.. HOZ TC LL 25.0 PSF REF R7175- 91748 87w la 4th.Ave,Cornelius 1�R 97113 ...IMPORTANT.. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. V Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow V- 19575 TC D L 7.0 PS F DATE 03/29/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior- A...: to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, N., top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ' BC D L 1 0.0 PSF N. rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI >r0DRW CAUSR7175 17088027 tN sections B3, 07 or B10, as applicable. Apply plates to each face of truss and position as shown above and on I the Joint Details" unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0 29/201-7 p-TD M \�\ BC LL 0r0 PSF CA-ENG PBC/GIH �= "— \\ ( 1 Alpine, a division of I7W Building Components Croup Inc. shall not bo responsible for any deviation from this OREGON REGOpl 'rLLLIII �.• drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, I\C IY A N fTW CO MPANY installation�bracing of trusses. vTOT.LD. 42.0 PSF S EQ N- 238800 A seal en this drawing or cover page listing this drawing, indicates acceptance of professional engineering '1 '`+n.20,i946 Qy' responsibility solely for the design shown. The suitability and use of this drawing for any structure Is t►mI/ A D U R.FAC. 1 .1 5 FROM I K E responsibility of the building Designer per ANSPI 1 Sec.2. -0®�0 01 e 8331 ko'v ala Circle Sacr:llnall{r CA.95828 For more information see this,lob's general notes page and those web sites: ALPINE: w,w.alpineitw,com; TPI: www,tpinst,org; WTCA: www,sbcindustry,com; ICC: www,iccsafe,org ��„ (30120 SPACING 24.0" J R E F- 1 VZ 1 7 1 7 5 Z0 9 (0317210--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 9 -- TIGARD, OR - A2) - - - Top chord 2x4 HF #2 120 mph wind, 24.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II , EXP B, wind IC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W6 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5.= 4X5 i- zyr i a ME 3X54 1.5X4 III II 10-6-8 77;Z1 W6 0-7-4 0-7-4 a lag it '` 19-2-10 1.5x4111 3X7= 3X5= 3X5= 3X7(B4)(R) III 3X7(A2) III Li TJ Li ,...1 7-6-0 3-0-0 _(. 5-9-0 7-6-0 ›„ 7-6-0 5-9-0 + $-9-0 7-6-0 L- 13-3-0 j_ 3-0-0 ..„1„, 13-3-0 ,J 29-6-0 Over 2 Supports >I R=1363 U=107 W=5.5" R=1363 U=107 W=5.5" RL=205/-205 Design Crit: I RC2012/TPI-2007(STD) ,EU PROicpS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .to -tr _ . a S OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)37-2118 „I RTM**WARNING!**ISH TM AD IS AND FOLLOWALL L NOTES� T ISSDRAWING! E INSTALLERS. �J` t4 19575 F�pl 132 TC LL 25.0 PSF REF R7175- 91749 825 N nth Ave,Cornelius Ol:97113 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 9r., TC D L 7.0 PSF DATE 03/29/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, e l top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 40110° ' BC DL 10.0 PSF DRW CAUSR7 1 7 5 17088024 Ta sections 63, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on 0`29/2017All 0 N /� the Joint Details, unless noted otherwise. Refer to drawings 964A-7 for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/GWH f 1 Alpine, a division unless Is Building otherwise. Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, -�` AN ITW COMPANY instaItation&bracing of trusses. van 20,�9�0 TO .LD. 42.0 PSF SEAN- 238808 A seat on this drawing or cover page listing this drawing. indicates acceptance of professional engineering - - / responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the �0�® ►AS.N' DUR.FAC. 1 .15 F ROM I KE responsibility of the Building Designer per ANSI/TPI 1 Sec.2. tl� 8351 P ovaria Circle Jacninicnlo,CA 9552S 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.com; ICC: www.iccsafe.org Renews WO/2017 SPACING 24.0" J R E F- 1 U Z 1 7 1 7 5 Z0 9 ( 0317210--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 9 -- TIGARD, OR - A3 ) Top chord 2x4 HF #2 120 mph wind, 24.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W5 2x4 HF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X5= %i 7- 3X5 3X5! 3X5° 11-8-0 -199 7 (a)/ W1 0-7-4 0-7-4 __ _ �__. =illAjAlli rr Iia T (�} 19-2-10 - T 3X7(B4)(R) ill 1 .5X4 III 3X7= 1 .5X4 III 3X7(A2) Ill 11 r J 3X5- I7-6-0 4 7-3-0 7-3-04c 7-6-0 ld-- 14-9-0 .J_.- 14-9-0 -I • - 29-6-0 Over 2 Supports >1 R=1364 U=113 W=5.5" R=1289 U=97 RL=209/-217 Design Crit: IRC2012/TPI-2007(STD) ,so PROpe PLT TYP. Wave FT/RT=2°/o(0%)/4(0) 16.01 ."". ".. S's OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon X03 357-2118 •4'WARNI NG I"° READ AND FOLLOW ALL NOTES ON THIS DRAWING! \ TC LL 25.0 0 PSF �c (' ) ••II�ORTANT"• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. t7 1 'e 2 REF R7175- 9 1 7 5 0 82�N If}]Ave Corneluts OR 1711 19575 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. etyer to and follow �r,,_ TC D L 7.0 PSF DATE 03/28/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �'�- to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, f , , r 1I1� - top chord shall have properly attache.�[I structural sheathing and bottom chord shall have a properly attached _ DRYY CAUSR7175 17087054 - rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI • , ''.- BC DL 10.0 PSF Ts sections B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on n -29/201-7 ,4-- i, 0- l he Joint Details unless noted otherwise. Refer to drawings 160A-2 for standard plate positions, SJ BC LL 0.0 PSF CA-ENG BFR/RTT VAlpine, a division of I1W Building Components Group Inc, shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping, AN ITW COMPANY installation 13 bracing of trusses. .l� �a� ao �s9� (�j�Q. TOT.LD. 42.08PSF SEQN- v238600 A seal on this droning or cover page listing this drawing, indicates acceptance of professional engineering �/1� ��/ DUR.FAL+. 1 1 5 FROM 11�E responsibility solely for the design shown. The suitability and use of tills drawing for any structure Is the 44..�� 13 vy 8351 RoG�I13 Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. _ Sacramento,CA 95828 For mare Information see this job's general notes page and these web sites: SPACING 2 4.O ll J RE F- 1 V Z 1 7 1 7 5 209 ALPINE: www,alpineitw.can; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe,org Renews 6130(2017 THIS DWG PREPA:!E FROM COMPUTER I NPLI T ::LOADS & D I MENS I ONS ,::.,13ECAITTED BYTRUSS MIT. ( 0317210--FOU1 C, CONSTRUCTION CO. -GREENSWARD !,(JjTH LOT 9 -- ii RD OR - A4 ) .• Top chord 2x4 V #2 120 mph wind, ?L.54 ft mean ITT.,, ASCE 7-10, Cl IED bldg, Locali Lot chord 2x4 t #2 anywhere in ra.',S", RISK CAT It, EXP B, wind TC 1L=4.2 psf, wind r; Webs 2x4 U #2 :W1, W7 2x4 dIF Std/Stud: DL=6.0 psf. :Lt Wedge 2x4 V- Std/Stud: :Rt Vcdge 2x4 HF Std/ .id: Wind loads and reactions baseJ cn MWFRS with arditional C&C Mafryar (,a) Continuous terall restraiat equally spaced Cj1 member. design. In lieu of strictural panels u5Lc purlins to brac'a all flat TC c 24" OC. Bottom chord ,.7,—ecked for 10.01 psf non-concur-crt bottom chord live load applied vr IRC-12 sectifix301.5. Deflection mee.:::: L/360 live and L/240 total lodcfi Creep increw!E. -actor ter dead load Il1.50. dl. .'.1.0.1.7. 4-7 ,...... . 2..j.: L. .,, 3X5 -- " 3X5 r-,... 0 44. .... .. . (a) . .. . . 10 , , B . , . .... e ,. . . • • , , 7 .,.. • , „-- Wil W7 , • , 0-7-4 0-7-4 .,,...• ... , „ 2.-:-..., • A '.•••::.i. •_.. _ _, l „ ,--,•. _ . . •'L- i T .L.*19-2-10 3X7(E4}(R) 1 .5X4 ill 3X5az, 3X5'''F' .1 .5X4 III 3X j2) III III :3):'::T--.== 7-6-C + 5-1-0fi ,,,,fi : • ) 4-4-0 _.fioc 5-1-0 + '1-6-0 -....I 12-7-0 •,,,2.., 4-4-0 „I- 12-7-0 .....„I ..„,.., 29-5-0 Over 2 Supoorts -- - " F.1291 U=96 W=5 r R=129' J.96 F:L. 169/-169 Desijr Crit: IRC20V/TPI-2007(STD) NJ TYP. Wave FT/F1 .2%(0%)/4(0) 16.01 .04 ,0100.ial„ :51P. OR/-/1/-/. /R/- SCE:La =.25"/Ft. --7- ..,........ - _.. 19575'iliss Components of Omig:J (503)357- 118 •IMPORTANTWARNING I"'- vrEAD AND FOLLOW ALL NMIYI$T.: THIS DRAWING! 6. .,,,, t, 825 TC LL .-e11 .i,.0 PSF REF 17175- 91751 N 4th Ave,Comelli..4,..)EL 97113 .. ** FURNIA4, IIS DRAWING TO ALL CONTF,M 0,25 INCLUDING THE INSTALS:3 •'7`i .. Trusses -ec.J re extreme care in fab-i,,Eing, handling. shippinc„ n,talling and bracing. R,,,I. to and follow . the latest o,i•.ion of SCSI (Building Col',nent Safety Informatigr, .,:,TPI and WTCA) for safi, ,,.ctIoes Prior .?I' r',„ TC DL 1.0 PSF DATF. 03/28/17 to perfornunq._hese functions. Insta 1,,shall provide temporary 1r,cing per BCS1. Unless ri,Lr,otherwise. J , Air top chord,ti have properly attached,:ructural sheathing and Vic.,a chord shall have a pr,p,- y attached 4 rigid ceilir, Locations shown for p ,rent lateral restraint c,-,, ,s shall have bracing I ls., led per BCSI 1_, #4011---7.e- -,— BC DL 1,1 '..1.0 PSF DRW CAUSR7175 1708704:i' ., _ 71 sections f.i , I.i,or B10, as applicable ,pply plates to each faer c' r.russ and position as e-irr,-. above and on Zi k 0 1 -, ,,„. , , the Joint I,..e Is. unless noted other,ii,,,, Refer to drawings 1SP,,-, I'or standard plate posi,A,,, , 1. 0 •29/2017 . I ) BC LL 0.0 PSF CA-U0 BFR/RTT ....- uLu _. Alpine, n d ,sion of 11W Building Geur,,Jents Group Inc. shall r,r..b,responsible for any ri,v,i.ion from this , 0, OREGON drawing, E,,,, V,ilure to build the i conformance with ANS1/4F 1, or for handling, shi,p .,„ 'Ik, 4%4 . ..... - AN WV;COMPANY installatium.1,bracing of ttru,,,russes. -Aer"' ro. TOT.LD 42.0 PSF SEQW. 238610 "vs "4 en.20,194% It*,1 A seal on ,..ri$drawing or cover page },,Ing this drawing. Indlovm,scam:mance of profess:sic. rogineering responsibilLq solely for the design.h.,w. The suitability and .t.: :f this drawing for any m..micture Is the ,l _,,iroiLD No vikt„, DUR.FAC. ' 15 FROM KE " . responsibll of the Building Design, n,ANSI/TPI 1 Sec.2. Iii 8351 Rovam CI.,;::•, ..... .. Sacramento,CA',;'ii For more informatior :,,,Ir.this job's general no,ev ,v,ge nnd these web sites ALPIL % . umw,alpineitw.com, TPI, m,w.tpinst,org, VIITCA, ww,,,,cindustry.com, ICC, www,ir,,,Afe.org itenewo 6/30/201 7 SPACING i'i .0" JREI 1VZI7175Z09 . .. ... THIS DWG PREPA!E. FROM COMPUTER I NPLI I ,;;LOADS & D1MENS I OHS:: 1:'.13M I TTED BY TRUSS MI lz (0317210-FOUR L: CONSTRUCTION tl -GREENSWARD f=iCJIH LOT 9 -- TICAM, OR - B) lop chord 2x4 HF :.!-;? :T3 2x4 DF-L #1aet.: Special loads Eot chord 2x6 OF #2 (Lumber Lii.- Fac.=1.15 / Plalt.(3 Dur.Fac.=1.15) Webs 2x4 HUtd/Stud :W4 2x4 HI : #2: TC- From 'RE. If at -1.00 to 68 plf at 7.92 :W6 2x4 DF-L. Stc/ Aud: TC- From :AA Alf at 7.92 to : 11 plf at 13.90 TC- From L Alf at 13.90 to 68 plf at 20.50 120 mph wind, 22:.' : ft mean hgt, 11i Fl 7-10, CLOSED tlr.' , Located BC- From ::)If at -1.00 to 5 plf at 0.00 enywhere in roof, RISK CAT II, EXE I.. wind TC DL=4.2 '..-f, wind BC DL=E.C, BC- From -C Alf at 0.00 to 10 plf at 20.50 pf. TC- 296.62 II:,' C;:.:.nc. Load at 7 E6 TC- 230.82 1[J. rAric. Load at 13 .E.,H' In lieu of strutt_ral panels use pu-lins to brace all flat TC @ 24" OC. BC- 106.45 Ih• C:Anc. Load at 2 11,19.82 •BC- 108.26 lb ,:unc. Load at 4 C0,17.82 Eottom chord chec,cd for 10.00 psI -en-concurrent bct_cm chord live Ica. BC- 110.89 It, :;,:.iric. Load at 6 13,15.82 epplied per IRC-1 ' section 301.5. BC- 260.24 Iti onc. Load at 8 GI:10.00,11.82,13 E2 Reflection meets /360 live and L/2-?0 total load. Cre:T. increase factor (a) Continuous il, eral restraint equally spaced on louber. Cor dead load i . -- .50. Vind loads and re,..ctions based on WFRS. III 5X5 .4 _ h. f- .,-.• pil I. il -,,,... 3X54, •,,,., 13 ,. . ., , „.. . • . . I 5X5(f6-6- ...____ ... .... . 'N ..... ... „..., l.:: El .,• „ . . . . .."' N\\\ ,..,... . ''' , ... . ,.. W6 ---------- 110 ,. N . •. •,, lt . • III 1-7-2 . i ir ...... .... 0-7-4 - .--,,rm L„ 1 I NM -------- In MI II ! • , „.1, 0 19-2-10__L_ ..... 1 ... w.r...,. 1.5X4 iiI kg6 FE 4X5----- 6X8E---- 3X7 III 4X5(B1)- --- 3-9-8 I i 1-8 4 1-8 3-9-8 -I- '.i.-11-13 1-11-13 4‹ 6-7-3 , 6-7-3 [_ .••__,•., 7-11-p. -L- -11-13 1- 6-7-3 -I .c: 20-6-0 Over 2 Supports • R=1820 U=:',1J, W=5.492" R=1859 U=303 Desigr Crit: IRC20V/TP1-2007(STI:r .,, ._. PLT TYP. Wavo FT/ 16010 P1 .2%(0%)/4(0) OR/-/1/-/, /R/- Sc c1z =.375"/Ft. . . .mia,...... 9, uss Com4fhponents of 01-(42,:ir (503)357-'118 '"IMUINIPN31"" VEAD AND FOLLOW ALL NOTTS:AY THIS DRAWING! 0" 825 N Ave Conic 1p..i:OR 97113 , ..INPORTANT.. Fumirm ifs=WONG TO ALL commw Dies INCLUDING THE irisTAI-r,s C., ,i' ,,,t)'19575 TC LL 25.0 PSF REF R7175- 91752 Trusses -e,,,re extreme care in fab-i,J,ing, handling, shippinc, n,talling and bracing. F,..,..-to and follow ` "' 'i;",.'. the latest e,i•Jon of BCSI (Building,,a-,bnent Safety Informatior. .,y TPI and WTCA) for safeL!, ,ractices prior t-' r- TC DL :'.0 PSF DATF. 03/29/17 I Low to performin,...hese functions. Insta 1.-,,shall provide temporary ,r,cing per BCS1. Unless r,tbd otherwise, y. , _ 0001.f top chor, 5h,, have properly attache.1..,.J.actual sheathing and tix,-,o chord shall have a pr,r,- y attached A ' rigid ceiin, ocatjons shn r p for brJorent lateral restraint c,,ca,s shall have bracing i",...3 led per BCSI 4, 4101L-- -• BC DL 10,0 PSF DRW cAUSR7175 17088025 ,.,,, _ '.. sections B, ,1 or B10, as applicable ,pply plates to each facc F:- ,russ and position as s..,,,-above and on , I D ,29/20 7 '' 4 , . zi LI 0 T.,.... i , the Joint le..x, Is, unless noted other,i,,, Refer to drawings 160A-i. 'or standard plate posi,,-c.. :. BC LL 0.0 PSF CA-EkCi PBC/GWH 11 „,'-----L- , 3 '.:":, 1 -': '..- I Alpine, 4,d ...sion of I1W Building Cbm,,rents Group Inc. shall IT,b7i responsible for any cl,,,,,,.ion from this • OREGON drawing, .aq.,, ilure to build the tru,., 1. conformance with ANSIfiT' 1, or for handling, p ..,, I, --- AN IFIXAAPANIY installati,m f,bracing of trusses. .fti/ Be l' TOT.LD 12.0 PSF SEQA, 238793 (rr A sea, on ,,P1.11,drawing or cover page tng r,Ithis drawing, inos,, dl ,tcceptance of professics ,nginsering 4)?. .20,i .t . . ... responsibili..y solely for the design!IPt0,ff. The suitability end LO,:yr this drawing for any a.m.ture is the ,J responsibill:,of the Building DesigOrm 'Air ANSI/TPI 1 Sec.2. ' ,,I. 1..D W.r DUR.FAC. ' .15 FROM IKE S351 Rovana C..+::::c Summit°CA 9''.;,:).3 For mare informatioi ,m, this job's general note, ,,,ge and these web SitOS SPACING API ;,4, .0" JREF, 1VZI7175Z09 1C, wv6v,alpTPIpg ineitw.com: , rp,iw.tinst.or ; WTCA, INIMA,,,,rindustry.com; ICC: www,,,s-ife,org 1enews6130/2017 11115 UF(i F'KtPIR :1 1.KLIM LAJOINUIkl< INYLI1 '„14Lif-1 lir UlillthIltif/ , :,....1:11n11ILLJ Di ItWa3 wii'V ( 0317210--FOIP D CONSTRUCTION CO. -GREENSWARD .SOLITH LOT 9 -- Hi RD OR - BI ) Top chord 2x4 t #2 120 mph wind, ,:;':',.42 ft mean KJ-, ASCE 7-10, CLGSED bldg, Locatcd Lot chord 2x4 1 #2 anywhere in r.7. RISK CAT II , EXP B, wind TC PL=4.2 psf, wind r Webs 2x4 1- Std/Stud :W3, VA. 2x4 HF #2: DL=6.0 psf. In lieu of stritural panels t.r& purlins to bnIc.i all flat TC c 24" OC. Wind loads and reactions basei cn MWFRS with tditional C&C moirx.ar design. Eottom chord clic.cked for 10.00 psf non-concurrer: bottom chord I ie load epplied per IC. 12 section 301 L Deflection me ..!:;i live elf: L/240 total Irx.,..d. Creep increda factor for dee load is 1.50. 4X5 4X5 . . . . •. .• . . . . . ,.. ,..,- .. . •. . „ 3X! 3X5 W3 ..,,: ... .• ,..-• .. ,. -,:-/ 41]:•f"--,.„ 414. . 1 8-6-8 .,,... '.. 7 yry" ,-• W4 NN. ,. 3X5 ..,. . -,.. 'to . , , . . ,. . ..-.- I ,.„-- .._i_. .. 1-7-2 0-7-4 m .._. .. 11111111111A 111 - .... 1 9-2-10 ..,. —{"- .,. i./... mr, 1 .5)(1 r1 3X10------ 3X:',:! :i 3X5F.---- 1 .5X4 III IE(B2)CR) III 5-4-0 1 r 1 ...° 5 ..'(31 . 5-4-0 _I- 5-4-0 3-1' 5-11-13 I...c .-3 3-1'-1 9 J 3 20-6-C Over 2 Supports ... >1 R=965 U=67 W.,3.489" ri! W1 U=54 RL=146/-147 Des i qr. Crit: I RC201:1"./TP I-2007(STIL ,0,'„:,,-Co PROp - ..4.p PLT TYP. Way FT/P1 .270(0%)/4(0) 16.01 .P',.c, ,..2,„„isouh.„•• ' '.4" 0,, OR/-/1/-./. /R/- ScE.A . =.3125"/Ft. ..... .:.....„ ..- ____.... usg Components of OITI;P 7,T 118 WARNING! FEAD AND FOLLOW ALL NOTES.:"..PJ THIS DRAWING! IF, ( . ,,51 ..,,.,!t TC LL 25.0 PSF REF P7175- 91753 825 N 4th Ave Come Iii,,i: )R 97113 **IMPORTANT'. FURN14i 1 IS DRAWING TO ALL=MAC C1S INCLUDING 7HE INSTAL.E.,3 Trusses -col re extreme care in feb-icii,ing, handling, shippirx:,. r.talling and bracing_ P.,,-to and follow '.' 1V5715 ';'\. the latest:eL:.ion of BCSI (Building Cr.,l'artent Safety Informatior. ,,,TPI and WTCA) for safen ,actices prior p , ,lTC DL :7.0 PSF DATE 03/28/17 to perfornur;....hese functions. Inste 1,', shall provide temporary lrosing per BCSI. Unless n,t,c1 otherwise, f , top chord.,11,1 have properly attached,ructural sheathing and 1,,..na chord shall have a prop,' y attached A rigid celin,. ocations showm for c,,,rent aterarestraint b.,,,,5 shahave bracinia,,, ed er ill_ 4411W U Lpll ll g lpBCSI ,!;,f,. "-- BC DL U.0 PSF DRW LAUSR7175 17087051 ”1,.. T1, sections B, ,.'or 810, as applicable ,:pply plates to each face. c-• ,..russ and position as s.-io,- above and on .. A I 0 f- I 7—L.LL —1,1 ''N's".— 1 the Joint 3e.a Is. unless noted other,,,,, Refer to drawings 11SCA., 'or standard plate posi:.1,,,, Alpine, a,d ,,sion of I1W Building Com,,rents Group Inc. shall ro,b,responsible for any cl,,,4..ion from this D ,29/20 7 OREGON 1 BC LL 0.0 PSF CA-U0 BFR/RTT — drawing, aci, ri,ilure to build the tru,s r conformance with ANSi/rP 1, or for handling, shi,p ,L, ( 4 , %id ' AN rry. I:ow/5m installation I.bracing of trusses. TOT LD 12.0 PSF SEQA. 238586 A seal on ,i1,drawing or cover pegs 1,,Irtig this drawing, Indic:411J,,,iccoptance of profeaslole 4ogineering . iil.''''''en.20 19C/4b -01'5 fi, )t.iiiri IA _ responsibill..v solely for the design 5'.e. The suitability and .e.. of this drawing for any M.r.CtUr0 is the responsibilf. of the Building Desigrulr x,r ANSI/7P! 1 Ses.2. 14 ID W* - DUR.FAC. ,15 FROM IKE 83.51RmunaC . .. SaallraMR.017A9 For more informatior,as.this job's general notin, ,..oge and these web sites. SPACING Al .0" JREF 1VZI7175209 t1 P ',FUp: www,aineit.w.com; TPI, .^rw.tpinst,org: WTCA: im,,,,cindustry.com: ICC: mmx.ic,.,,fe,org I lemerv3 0130/2017 ... „ - - ..... .. THIS DWG PREPA!IE.1 FROM GUMPUIER INF%I ;,LUAUS A UIMtNSIUNS; :,.,l:TMIIIkU Gr Ir<U55 HIM ( 0317210--FOU a I::' CONSTRUCTION CO. -GREENSWARD `::;,1...1TH LOT 9 -- 11 ll „'ARD, OR - B2 ) Top chord 2x4- f #2 120 mph wind, 54 ft mean h ASCE 7-10, CI 1 i`:?IED bldg, Loca i:. .il bot chord 2x4 it #2 anywhere in rdr, RISK CAT II , EXP 13, wind TC PL=4.2 psf, wind iO Webs 2x4 II Std/Stud :W3 20t HF #2: DL=6.0 psf. (Bottom chord c l :,:,ked for 10.00 psf non-concurrt:r-.: bottom chord I ✓e Wind loads and reactions base::: a:n MWFRS with ic.d i t i ona I C&C mlr:rr::r?r load applied pr IRC-12 section 301.5. design. Deflection mee ,:: L/360 live and L/240 total I opal:: Creep i ncrew:, 'actor for dead load i 1.50. 4K5=- I -1 9 ... :3..X5 3X54 W3 li /4".. 8-9-7 I 0-7-4 T ./r 1-7-2 '.- A ..... ,... =1:. a, . 19-2 '0 _L i 1 .5X4 III 3X7'..`:. 3X5= 1 , _.'.,':4•III 3X5:i.32)(R) III 3,,.,,-- „r J 5-3-:,i :.. 5-3- 1,-7-15 7-15 * a..7-15 5-7-15 5-7-15 >� 3-11-3 .: 3-11-3 ,1 Df ` L- 10-10-15 9.:-%,,.1 w-6-0 Over 2 ::;PI,pports - :-,1 R=965 U=69 W,; ,483" R=901 -.55 RL=151/-152 • Des i r r Crit: I RC20 I ',,,TPI-2007(STI:('; ,,,, ,r;;EO PROFp. PLT TVP. Wave FT/P1 ..'2% 0% /4 0 16.01 .0411 '( `� OR/-/1/ :''R/- ScE I =.25r`/Ft. --_ 19575 I 1 {�O3)�57-x118 "'WARNING!'" ILIAD AND FOLLOW ALL NDTI y ad IRIS DRAWING! a _ us Components Ave, Come i **IMPORTANT** FURNII rl 1 IS DRAWING TO ALL CDNTI iLl 015 INCLUDING THE INSTAL.,r :1�I'i� 825N Fhawe,CornehL OR 97113 TC LL �:' 0 PSF REF '7 75 9175 . Trusses r-:.1 re extreme care in fab i..i:.ing, handling, shippint, n,tall,ng and bracing. R,;,,,.,to and follow s� 1 4 the latest .i.ion of BCSI (Building ni ,,Hent Safety Informer or. TPI and WTCA) for safe I .pactices prior f� T if ,,, to performin-. ..hese functions, Insta I shall provide temporary 1is:icing per SCSI. Unless Li:d otherwise, , TC DL 0 PSF DAT( 03/28/17 top chord .l i,:I have properly attache I ructural sheathing and I ._:sir chord shall have a pr,:p.-.- y attached 1 ,a" _. ._ 0 PSF I! rigid cells, Locations shown for p.. ,rent lateral restraint c- �,u.s shall have Orating i rs..+ led per BCSI f ,00' BC DL 1'•;,,� P DRW .r 1:USR7175 708705. 771applicable .. .... ..... _., _ , sections H �'or B7o, as �.l.�ply plates to each fat .runs and position as�.o��above and on 03'29/20 �1/ 7 ^1 '] i © I ,:,., the Joint , Is, unless noted othc Refer to drawings'15t�. " 'or standard plat p sr., EG /n� 1 J o __H,� p /'a/� �II� BC LL 0 PSF CA-a0 BFR/RTT ----,s �, f ,� E l Alpine, a :f ion of IlW Building C n rents Group Inc. shall , t�:� responsible forany cl.:�� -i..i on frau this a',41. II OREGON • Jp drawing, ,ilure to build the tru r conformance with ANSI It 'I, or for handling, shi:�F �I;, "9 r�'lY, PSF e AN I::"a;i ,:OMPANY Installat,_n ".•bracing of trusses. fi TOT.LD. `I .0 SEQI1d' 238571 �li .Ryer.Z�r 1�� a I� A seal on Al's drawing or cover page I..:Ing th I s drawing, i nd I ec to:.:tcceptance of profess 1 c�•iI nng i neer i ng I ��\ ..- _ "` "` rosponoibi I i..: solelyfor the design h,:e. The suitability and r,,r!._:::�r1 this drawing for any>9..ri.:cture Is the II .."1.0 .Q,/1.® . DUR.FAC. ' .15 FROM IKE responslblII ,�of the Building Design it ,ANSI/TPI 1 Sec.2 i0 ,.,. ,„„ ... _.. 8351 Rovana( c. c e.:: For more informatr a this_job's general not ;,age and these web sites. 1 l� JRE s�t�r,�,l�,c� ietwNs.M201x SPACING .0 . 1V109 Alli`.f:; www.alpineitw.com; 7f-I�,xww,tpinst,org; WTCA. war-,�.:,,,:industry.com; ICC: wwva,ir :>afe,org IH1S UWU PRLPAi:1-1 I-RUMUUMI'UILK !NFUI .,•I..UAUS & UIletNJIUNJ; 2,,J:SMIIItU IS1 11%1_ WI'Ic (. I:: CONSTRUCTION 11.-+'.I. -GREENSWARD .':C]::1TH LOT 9 -- ill:�;ARD, OR - B3 ) .Iop3chord 2x4 I ...., _. ..... • f #2 120 mph wind, ::��.91 ft mean h_:1.:_, ASCE 7-10, CI._t;��;IED b 1 dg, Loca1;.�:r::.1 Eat chord 2x4 fil #2 anywhere in rz::i', RISK CAT I I , EXP B, wind TC I'!L..:=4.2 psf, wind 30 Webs 2x4 III Std/Stud :W3 a4 HF #2: DL=6.0 psf. bottom chord c.wcked for 10.00 psf non-concurrer°:, bottom chord I °>re Wind loads and reactions based cn MWFRS with A(;,-I i t i ona I C&C ml;:Ii :;r:3r load applied fir IRC-12 section •p1.5. design. Deflection mee.:::r:; L/360 live anil L/240 total lo : ,. Creep i ncreas::e: actor for dead load i 1.50. 4X5= 46. 1 /l, i' 9 3X5 3X5 8-9-7 Ir !,,, • 11 • 1-7-2 0-7-4 ■ I . 19,•:;'-10 i 3X5(E'.2)(R) III 1 .5X4 III 3X7= 3X.',i= 1 . X2:1 III 3X5= 5-3-0 5-3-0.._,:._ 5-7-15 '=;1 1-15 3-11-3 I5-7-15 ': 7-15 I 3-11-3 1,.. 10-10-15.:._._... _I, 9-7-1......_ ,jl .__..__,..� 20-6-0 O�,i:::l•. 2 Supports..._.:._.._... . F=1391 1391 U=56 R=90 J,,59 11=141/-134 L. Des i i jr Crit: I RC20 I r'TP I-2007(STI:U ,o� ;;ED OFA 'LT TYP. Wavrl, FT/F�1 ;2 0(0%)/4(0) ..__ 16.01 .�,�I, �• `.9 OR/-/1/-: , :`R/- Scc:I . =.3125"/Ft.._ ... I:uss Components of Or ,':I (503)357-'118 WARNING! I GAD AND FOLLOW ALL NOTES;:151 THIS DRAWING! t r • rrr e t4` �, `, TC LL 25.0 PSF REF II'.7175- 91755 825 N X111]Ave,Come iii,:it,;.)R 971.13 **IMPORTANT** F fI,M 115 DRAINING To ALL eammid.:015 INCLUDING THE INSTAL..I::;• �+' 1 ,i j '71 Trusses -e,...1 re extreme care in fabi,a.in handling, shr rnc. g and bracing. R:" to and follow `' 9575 "'• ' g, 9• PP n:_TPIl n -•y IC DL "I' .0 PSF DATI�: 03/28/17 the latest r•i ion of SCSI (Building,c ::rwnt Safety Informatrot'. TPI and WTCA) for safe, .�i actices prior to perforaii .hese functions. Inste 1 shall provide temporary r,cing per SCSI. Unlet r-c.i:d otherwise, . -- - top chord ,h.1 have properly attache ructural sheathing and I. n chord shall have a Er:p: y attached . DL 11'.) 0 PSF DRYV 0111. rigid ceilin;;, Locations shown for p.:r ent lateral restraint . s.!s shall have bracing I�_ 9 led per SCSI 1. !, 1 BC I._-HUSR71755 17087071 --„sy,, _ Ta sections H or B10, as applicable .I•ply plates to each fac .runs and position as-.ro- above and on !1 is'�(1 f>10 1'7 (� f a LLI Ol ,, 1 ' the Joint I Is. unless noted other r Refer to drawings 16CA 'or standard plate posy r ..y cri, 'o V p7lL 1! - .�Il BC LL n.0 PSF CA �.I'4r,.1IIJ drflwing, e"rl 'ri luresion otol buNltlTW rthe"trut-.s....'"econformancents Group r�withl�ANSIi(1-I'l,rarpror'handlble �ng3nsNii,.,F n from this A,illl' OREGON �`;I' -'1 BFR/RTT :;/ I... -� •\.. ! i Alpine, y] P .... ... _- .. TOT AN I'i.;'r,;.OMPANY in.,taIIatr page +B drawing. it Q $A.20,19 �• SEQI'� P III VL ®� DUR.FAC. 42.0 1PSF FROM 238576 ..n bracing of trusses. .e • ..Tr'''' seal on 1�1 n•draws or coverI....,,II this drsitl IrldiCtl rn:.:-.�rec once of roT®amid vu rang lnwring ��• - (Y_ -• ' '•" " responslbl 13 y.solely for the design �ti',:o. The suitability and o.:�f this drawing for any n..,.:cture is the In4Q.Ill, r 1�• G V C responsibl I i,:yr of the Building Desig : ear ANSI/7P1 1 Sec.2. �,f A(�L 8351RovasC:t t For more information this job's general Hots :::-age and these web sites Sacramento,CA SPACING ;>'t' .0" JRE1= 1VZ 17175209 AI.-'I'.1:: www,aNpineitw.com; Tf-I. a•:,w.tp inst,org; WTCA ww:r,.:�r rndustry.com; ICC, www,ic...',-afe,org Renews�+3w��T THIS DWG PREPA;!E) FROM COMPUTER I NPU I .;:I..OADS & D I MENS I ONS:: ,:-.,11Y1 I TTED BY TRUSS MIF ( 0317210--Fak D CONSTRUCTION CO. -GREENSWARD E.f.JiTH LOT 9 -- Ii RD OR - C ) __. ... Top chord 2x4 11. #2 120 mph wind, :2.45 ft mean hj„ ASCE 7-10, CLGSED bldg, Located Pot chord 2x4 ill #2 anywhere in r.,:y'J', RISK CAT II , EXP B, wind TC r,,,L=4.2 psf, wind L Webs 2x4 il Std/Stud DL=6.0 psf. Truss designed -...c, support 0-6-0 Lop chord outluers and claddirg load Wind loads and reactions based cn MWFRS with ncditional C&C mdfir not to exceed 3 CO PSF one fac 3nd 24.0" span c)3osite face. 'Ttal chord design. nay be notched ' .5" deep X 3.5' 3t 48 a/c alon 1:lop edge. DO lq:. OVERCUT. No kna',.s or other lumbcr defects allod within 12" of. itches. See DWGS A1203UNC101014, GBLI1IN1014, & GABR1r101014 for gabl wind Lb not notch il overhang or he: panel . bracing requir-nents. Bottom chord cic.oked for 10.00 13f non-concurrer: bottom chord I 'e load Deflection me .f. L/360 live alt L/240 total loLd. Creep incren epplied per lir. 12 section 301 L. factor for dew load is 1.50. 4X5—= A\ , PA ,- 12 ". ---, ', 12 . 1 .. . . .. • //11/ II • II ., 1111, 1111111: ., .. 6-7-4 // / Al Ilk , ..._ ,... iihali . 0-7-4 / ri-P -------4 - a II I II M' s ii, 0-7-4 (40 .12-10 __f__ 1 . ,, : , ..,... , . , ..- , ,///////// /////////'.//. //////// / ' / 3Xb(B2)(R) M 3X5(B2)(R) III 1 L9-.1 L- , 6-O-0 , -L- 6-0-0 _I 12-0-0 Ovf::.:,- Continuous Jlipport R=99 PIS U=8 PLF W='2-0-0 Rl....9,..7-9 PLF Note: All Pints Are 1 .5X4 Hocept As ShOuir, Desiqr Crit IRC20V/TPI-2007(SIM •,'"1. n PRn ,,,,,,,,,e,.... _PA. ,0Wave PLT TYP. FT/P-1 =270(050/4(0) 16 01 0 -.4'''1') - ***-t9AN OR/-/1/-./. /R/- ScEiz, 375 /Ft _...., ...........„ • • 11,1'.,it• •••,7 .- -..:,,,---- uss Components of Or,9.::.T (503)357-'118 A*WARN I NG I EEAD AND FOLLOW ALL ARMS[-1,,I Tills mai NG! ' /N ..,''l'.. TC LL 25.0 PSF REF R7175- 91756 825 N 4fh Ave,Come I i.i..30R 97113 .4UPORTANT.° FURN1,M TIS DRAWING TO ALL CONTFAC GIS INCLUDING THE INSTALS,. (3...i00.',:,.4, 4 . / '* 195Th -r it''"'',' Trusses -c,:,re extreme cara in fab-icrir.ing, handling. shippim, r,talling and bracing. Pc,,- to and follow . 7‘j the latest c,i•ion of SCSI (Building 1,,,,,nent Safety Informatior. ,y TPI and INTCA) for safe :, ,aactices prior J!' ji'''' TC DL - .0 PSF DATE 03/28/17 to perform!,-..hese functions. Ins. lc-,sha/1 provide temporary :rlcing per BCSI. Unless n,zre otherwise, i , l° top chord 5,1 have properly attacheil,ruCtural sheathing and 1,,,a ChOrd shall have a pr,p,- y attached , ' „illii._,,,w , rigid cellin, Locations shown for pr,l-arlant lateral restraint c,,a,s shell nave bracin9 ,,,,, lBC DL e.Per KS, ff . AO' . , U01 C:,I.0 PSF DRW cA.USR7175 17087043 -. sections 6, ,1 or B10, as applicable ,Fely plates to each facr c' ,roSS and pOsition as Srn,- above and on ', 0 Lii 0 If:z:, !--: the Joint c...e Is. unless noted otherai,;., Refer to drawings 16CA., 'or standard plate posi icr,... , . ' ji BC LL 0.0 PSF CA-Ek6 BF r'sl , Alpine, ad ..sion of 11W Building C,ir,rrents Group Inc. shall rr,..h, responsible for any cl,,..,ron from this . OREGON ,-- 1._. . 0:,, ' drawing, .1, nlilure to build the'tr., 1 conformance with ANSIJIT 1, or for handling, slit,. -,, ....p4-` AN rt,.:;'ODMRANY i nstal let i,in,1!bracing of'trusses. -Y. err-20 job it,,,LI'p TOT.LD. 42.0 PSF SECK 238569 A seal on Ai .drawing or cover page I,,Irig this drawing. indIart.,Jicoaptence of professIcom ,igInsering responsibIll..!,0 solely for the design!el.:ff. The suitability and mi,,o.f this drawing for any m..n.cture is the IN, . DUR.FAC. ' .15 FROM IKE responsibliiHy of the Building Desigoir .4,1r.Amsl/TPI 1 Sec.2. 8.151120viiMa.c, .... Sacramento,CA 9; For more Informatior!rIc this job's general note, ,,ge and these web sites. AIRI%E, www,alpineitw.com: TPI, ,ww.tpinst.org; WIPP: vmm!,!,rindustry.com: ICC: www,,,,,fe,org ''''111V7telinewDs 6:114'301201rSPACING 1 .0" -IREF 1VZI7175Z09 THIS DWG PREPA A.li FROM COMPUTER INPU I :I-PADS & DIMENSIONS:, :.`::.13MITTED BY TRUSS MIT1 ( 0317210--FOU1' I:" CONSTRUCTION CO. -GREENSWARD l.1TH LOT 9 -- 11 VI.'-,RD, OR - Cl ) gTop chord 2x4 -II #2 120 mph wind, .45 ft mean hg-- ASCE 7-10, CIIflED bldg, Locai:.l ;.I Lot chord 2x4 11 #2 anywhere in r...l .i', RISK CAT I I , I::XP B, wind TC L L.=4.2 psf, wind I,,; Webs 2x4 ll- Std/Stud DL=6.0 psf. IF ottom chord c .':'ked for 10.00 I,r::cf non-concurrr,:r' bottom chord I aye Wind loads and reactions base::, cn MWFRS with iar•:.;:J i t i ona l C&C mcm-::,.r load applied p:'r IRC-12 section 301.5. design. Deflection mee:::. L/360 live anci L/240 total I o.:at. „ Creep i ncrea +:: 'actor for dead load i 1.50. 4X5(R) III 41 1 /1 12 \, 1 12 6-7-4 • • Mt E 0-7-4 r►=.11 1 .5X4 III 3 1;:b L.B2)(R) III 3X5(62)(R) Ili Fc 6-0-0 .. 6-0-0 --- I_ 6-0-0 6-0-0 J ,,,, 12-0..,i.I Over 2 Su a,--..s f PPS.. R=595 U=25 Ili=ii;.5" R 1j95 U=25 W=5,5'" RL=144/-144 Des l l iii Crit: I RRA 011 TP I�a/2 000(STO) 16.01 . i.e r�®PRQp ` OR/-/1/-/, /R/-R/- ScE l• _.375"/Ft. PLT TYP. Wave ( ) ( ) n'� a �_n,. LISS CONI lnellts of Or 1{i! (503)357-r 118 T'"WARNING! I'.I_AD AND FOLLOW ALL mom N:�:i i THIS DRAWING! �A 101 J,. REF P7175- 91757 }�c .012PORTANT•• FURNI H IIS DRAWING TO ALL CONT!i4r D1S INCLUDING THE tNSTAt.I: ., V. ,h, �/1 *.i , TC LL 0 PSF f125 N 4th Ave,Corne.hf.:JR 97113 19575 ha Trusses -n:,.i re extreme care in fap i ,i.ing, handling, shippin ',tailing and bracing F:,° to and follow N ,1. the latest:en i ,on of BCSI (Building went Safety Informatro, y TPI and WTCA) for safe.., !ractices prior 1,- ''' TC DL I .0 PSF DATE; 03/28/17 to performin;.•.hese functions. Inst, 1 shall provide temporary ,racing per BCSI. Unless rstrO otherwise, 1 •• c top chord 1,_I have properly attache I ructura l sheathing and 1: ..::r chord shall have a pr.,q.�.- y attached J Y F,/r' �I q ` �''` ..!!I,�JR71 7 S 1708703:3 rigid cei I in;_. Locations shown for p.ri:,rent lateral restraint a ,::::.s shall have bracing i iv..j led per BCS! � =. BC DL II':,,I.0 PSF DRW-r„•_ T1i sections& +,or 8'10, as applicable tl:�ply plates to each fac r ss and position as above and on e 9/2017: - - .dLL O , the Joint 1 Is, unless noted othe Refer to drawings 1161 r standard plate p s, BC LL 0 PSF CA—I�I 1,:a BFR/RTT 1r 1I -,�II1 t Alpine, c I s,on of 1114 Building C m;,,rents Group Inc. shall ro,•ted responsible for any ride i..ion from this OREGON .,__„ .., IlIII 0 drawing, c r.r lure to build the tr is:, r conformance with ANSIr ff- 1, or for handling, shi�I �1lllil• .I ��j!1'! Ir,)' [` p o �`�` AN I;r,,,,,1.4M PAN), instal lat idn bracing of trusses. 2 1 TOT.LD. 11:"..,.0 PSF SEQIfI' 238566 d"_ne�9 • Or 9� f A peal on ,.P n,drawing or cover pege 1 ting this drawing, I nd i cc"rc:::reeaptence of p rofese c c c ig i neer l ng '4. A �+, responslbl I L..y.solely for the design,,hr..�,r. The suitability aru!,.,:�.::::.rc this drewing for ail],:i,_r.r,ctere Is the , •.I.;/1 W*1� OUR..FAC. 15 FRal:!I I KE reeponslblll..y,of the Building Design w.ANSI/TPI T Sec.2. ,, 8351 Rc wan,C ti .... .... Sacramento•Cr1_{+.•:."1 For more information r,this job's general nor. ;;!ge and these web sites. SPACING ,r''r� .0 f r J RE 1 VZ 1717 5209 Al I,I`.1:'.: vmw.etpineitw.com; Thl' ,ri,.w.tpinst,org; 4YTCA ww-.::;,:industry.com; ICC. www.,e"•nfe,org :Iellewae3O12017 THIS DWG PREPA d::1 FROM COMPUTER I NPU T .:LOADS & DIMENSIONS:; 's.•1 3MI TTED BY TRUSS M I(;. I;; 0317210--FOLfl I::; CONSTRUCTION CO. -GREENSWARD SOjTH LOT 9 -- iIII.;1RD, OR - C2 ) Top chord 2x4 -11 #2 120 mph wind, .82 ft mean h l , ASCE 7-10, Cl I';:IED bldg, Located bot chord 2x6 )HL #2 anywhere in r:lffd, RISK CAT I I, EXP B, wind TC UL=4.2 psf,, wind 10 Webs 2x4 )I-•'L Std/Stud :W2, 1N4 2x4 HF Std/:':::Ad: DL=6.0 psf. :W3 2x4 HF #2: :Lt Wedge 2x6 #II #2: :Rt Wedge :I:::a HF #2: Wind loads arta reactions based '::n MWFRS with rel,:rd i t i ona I C&C mr'rr x?.r design. ':pec i a I loads (Lumber )(,r.Fac.=1.15 / I 1 :;:ate Dur.Fac.=1 15) Bottom chord ;.,a:::cked for 10.01 i::sf non-concur•-1-;rt bottom chord ll i ve TC- From 71f: p l f at 0.00 .::i: 70 p l f at i'-i,'00 load applied hl:::;::r- IRC-12 sect i.1 1' 301.5. TC- From ',!0 plf at 6.00 -.::0 70 plf at 12,J0 BC- From 20 plf at 0.00 ::1 20 plf at 12.A Deflection me _s L/360 live al:: L/240 total loci. Creep increl BC- 903.00 1;.I Conc. Load at ..00, 4.00, 6.00:, 3.00 factor for de.ir: load is 1.50. `0.00 4:)( ; R) 111 12 4X5 i'5%N 1iIP .5. 6-7-4 W2 W4 11 r.. 1 'i- —1- 0-7-4 :::.:: I o-7-4I 10 19-2-10 r 3111,`[,)III EX1BEE E10 III 5X7(33R)sal- 5A ;i.B8R) Li 3-1-0 4,c 2-11-0 ,,1< 2-11-0—..._..:...>1c 3-1-0....-....e.•--.„ 12-0-0 OIu 2 Supports....,,,W. R ".796 U=207 W=5„':°." R=279h U=207 W=5.5" R ,,:,116/-116 Des i q1= Crit: I RC20 -'.;,TPI—2007(STI:);; ,,II ';I.tE®PRop ,, PLT TYP. Wave FT/Fl r:2%(0%)/4(0) ..._..::._. 16.01 . S i &I w;2? 1 i' OR/—/1/-/. /R/—.`'R/— Sc:'1 =.375"/Ft. _... .... ��G FF (1 ..., uos,Components Of UF'd::I (y503)357-'118 '•1NARMIWGI l;I_AD AND FOLLOW ALL IOTi .;JII THIS DRAWING! 'C II .',r 41 I' II TC LL 25.0 PSF REF l{,'.7175- 91758 p21 N I[1 Ave,COl'Clf.l{1.;�)R 97113 **IMPORTANT.. g g pP I ,i5tal l inbracing.for afe...• -�rto and prior 1.''' �',. .._ L {IPEIRTANT F11RN I I I 1 I5 DRAWL TO ALL[bNTI;d KI%l5 INCLUDING THE INSTAL 1 n Trusses i-�-� re extreme care in fab•i i:in handling, shi iM g end F"' to antl follow f,-' 19`75 I"1q, DL .I 0 PSF DAT;, 03/28/17 the latest: i i.ion of Bf.51 (Building anent Safety Informat for .., TPI and WFCA) r !►" TC to perform.ii., _.hese functions. Insta ,.-,.shall provide temporer -cin r BCSI_ Unless r c.i':d otherwise, top chores 1:I have properly attache.) ructural sheathing and I. :u chord shall have a pr,�l .,. y attached ,ef =' rigid cell Locations shown for pr.: rent lateral restraint r' ,..s shall have bracing i�s, led per BCSI /, I .�` ;I BC DL '11;';1.0 PSF DRW I..I!'I.USR7175 17087C)7.'_' TM sections B" or 070• as applicable 4,ply plates to each face truss and position as R above and on 0_,29/'20 7 1 zi L t� Refer to drawin s)EWA -or standard plate pos r ., rJJt0 -r "r �I "� Alpine, e. I w sion of IIYI Building C,,:renEEEISS I OREGONBC LL ,"( 0 PSF CA-I'1��i'�i BFR/RTT "' drawing, a ,dare to build the tru.. r conformance with ANSI;II 1, or for handling, shi_�p , AN I`"�;<<1,::OMPA.NY instal lati.7 ".bracing of trusses. M11Pj1 II en,20,t9�� I TOT.LD. 42.0 PSF SEQI l 238582 A see) on .11.m drawing or osier peas I I11g this drawing, India✓ II, :Irtceptence of professio. r�nginserIng ILII,.I`�1�® • ._. .... ..... .... W ... y • responsibi I I.;y.solely for the design t',::m. The suitability and ir�,:.'::nf this drawing for any:s..r�.lcture to the :h1j, DUR.FAC 15 FR011'il I KE responsiblll,:y of the Building Design r mar.ANSI/TPI 1 sec.2 ,._. ,._.. .-._ 33,1 Rovana a: r. Sacramento,(AI+.:;.. Far more informatio s this job's general nol.r.: :-age and these web sites .... .._.. ...,. ..... .... ..... ...,, .,..,. ...,. ..,. ,.,Renews WO/ � SPACING �'„ 0f JRE1V Z 17175209 AIPIA. www.elpineitw.com: TPI. ww.tpinst.org: WTCA ww ,:>rindustry.tom: ICC: vat, r :5fe,org .- .... 1111 UW., F'KtVA,I,J rKLAN L.AVII-liICR 114I'L,I i„,..I.MLIJ Ce LiIince.I0113, :.,:.,:milIICU DT I!.,, MIA5 ( 0317210 _FOU? C, CONSTRUCTION CO. -GREENSWARD SOdTH LOT 9 -- ii RD OR - D ) Top chord 2x4 it #2 120 mph wind, ;1)' .57 ft mean ha-. ASCE 7-10, CLOSED bldg, Locat,d bot chord 2x4 1 #2 anywhere in r.:-..wT, RISK CAT II , EXP B, wind TC DL=4.2 psf, wind 30 Webs 2x4 1 Std/Stud DL=6.0 psf. iruss designed Lc support 0-6-0 Lop chord outliaers and claddirj load Wind loads and reactions based t:.n MWFRS with acditional C&C mcmar not to exceed 3 CO PSF one faco and 24.0" span ca.)osite face. Th,,J, chord design. may be notched ' .5" deep X 3.5' at 48" o/c alon!:„ 1:op edge. DO P.:C- OVERCUT. No kmaLs or other lumber defects allovie.d within 12" of uytches. See DWGS A120IJAC101014, GBLSTIN1014, & GABV4101014 for gakda wind Po not notch ii overhang or he. panel . bracing requirments. bottom chord c-wcked for 10.00 psf non-concurrer: bottom chord I ve load Deflection me _s L/360 live 0-u L/240 total lwd. Creep incre epplied per IRC• 12 section 301 . factor for dew load is 1.50, 4Xias • 111' • • 5-1-4 , • 12 1`1.' .. I/ b F 0-7-4 11 11111111 115 — 1 '' ''' n A 3 . 0-7-4 44.119-2-10 , . . . /1/1/////// ///////// // • ,. :3.[ 5(B2)(R) III 3X5(B2)(R) lk 1-- 4-6-0 ---,L 4-6-C -....1 [cz 9 -'1-0 Over Cont IuOUs Support ROW PLF U=17 PLF 11-9-0-0 RI.=-11-11 PLF Note: AII P11..--es Are 1 .5X4 I xcept As Showr, Desiw Crit IRC20V/TPI-2007(STD'3 .i.01:,,,At PLT TYP. Way FT/P1 .2%(0%)/4(0) 16.01 114.,.; ',1, is,,,,i) OR/-/1/-./. /R/- Scl =.375"/Ft. . • ....)....;.„,.7 :1,..„ . , .._,... 825 -:'-uss Components of 0 ,.::.1. (503)357-'118 **WARNIIIR3I''" WEAD AND FOLLOW ALL NOT ,Al THIS DRAWING! C./...V. OPI .1;111 TC LL 25.0 PSF REF P7175- 91759 N 4th Ave,Comelil.. OR 97113 **IMPORTANT.* SURWrIl liS DRAWING TO ALL COMTPOC DIS INCLUDING THE INSTAI—E,.% , ' 19575 4,,,'1 Trusses -e,t re extreme care in fab-i,m.ing. handling, shippinc„ n,talling and bracing. P,,,.- to and follow ft.•• ' •41 '• the latest,r.r.ion of BCS1 (Building 11ov,cnent Safety lnformatior, ,;TPI and WTCA) for safeLy ,w-actices prior , , ' TC DL J.0 PSF DAT L 03/28/17 to perform', ,iese functions. Insta 1,•••,•shall provide temporary lrucing per BCSI. Unless ri,Lrd otherwise, • top chord ,L,I have properly attached•.,,uctural sheathing and L,,..bli chor,shall have a pr,4,,•• y attached 40Plir -4 BC DL rigid cellir,. Locations shown for p,,,,rent lateral restraint c,',u,,s shall have bracing i•is., led per BCS I 1:;:4,).0 PSF DRW C.A.L1SR7175 17087074 T. sections fi. or B10, as applicable ,pply plates to each facc c•-•" .,russ and position as s.•.,- above and on . 0-'29/2017 I 17=D ['',::.,, EE! the Joint 1,.J, Is. unless noted other,,b, Refer to drawings 16CO3..z. 'or standard plate posi:.i,••,. 11/4 0.1,1k OREGON ' BC LL 0.0 PSF CA-Ek0 BFR/RTT J ..id ''''..- Alpine, ,,d ,sion of I1M Building C,mn,rents Group Inc. shall ru.6,responsible for any Obe t%ion from thls UOP, i • 4,4/,, drawing, aly ilure to build the tro,, 1 conformance with ANSI/TF 1, or for handling, shi,p •,t, • ,.1'14,.t, AN Fw LIOMMNY Installation 1,bf' r .'; racing ot usses. '04 n.20,"194b..fy TOT.LD. 4/[.0 PSF SEQM. 238588 A seal on Ai a drawing or cover page h,,Ing this drawing, indlocw,4c0eptance of professic,u, nngineering A.:-R,' . .. remponsibilLy solely for the design,,ho. The suitability and,n .crf this drawing for any a..rwcture Is the '.1111:,)1.D W.1".` DUR.FAC. ' .15 FROM IKE responsibill.y of the Building Desigh,r or ANSI/7P' 1 Sec.Z. 833 1 Rovana C.,:c:,', Samn/ento,CA c.:*.:;' For more informatior,bc this job's general notb, b,Jge and these web sites. Renews 6/301201 7 SPACING '; .0" JREF. 11q17175209 ALP1'.E. www.alpineitw.com; TP1: ,,m.tpinst.org; WTCA. mm,,.,eindustry.cum; ICC, www,ic,stfe.org THIS DWG PREPA;1E FROM COMPUTER INPUT .:;1..OADS & D I MENS I ONS:: :,1 3IVIITTED BY TRUSS MI:IZ ( 0317210--FOU1' C, CONSTRUCTION CO. -GREENSWARD SOiTH LOT 9 -- ill RD OR - Dl ) Top chord 2x4 II #2 120 mph wind, ;:' .57 ft mean hq.„ ASCE 7-10, CLUSED bldg, Locat.el Banywhere in r..vf*, RISK CAT II Bot chord 2x4 t #2 , .: , EXP B, wind TC U1 =4.2 psf, wind K. Webs 2x4 t Std/Stud DL=6.0 psf. bottom chord cicked for 10.00 rsf non-concurrer: bottom chord I ve Wind loads and reactions based cn MWFRS with ;Acditional C&C mcc3,3r load applied vr. IRC-12 section 301.5. design. Deflection mee::.. L/360 live and L/240 total Imr. Creep increae 'actor for dead load H 1.50. 4k",itT; .., , ////2/ /„.....' 12 5-1-4 . . 0-7-4 dl 0115 11 Eli - • i - . ' / 1 : ....=... ...m.-.. 1 .5)C.AI 3X5(132)(R) W 3X5(132)(R) M 4-6-0'- L- 4 -5-0 ._, ---...L, 4-6-C „I ---9-0-0 Over -,! Supports--- R=484 U=21 1;:: 5.5" . 399 U=7 RL=99/-111 Design Crit: IRC20V/TPI-2007(STD •ii, .. ,0 2PROit- /At.'gr-- PLT TYP. Wavo FT/U.1 . 70(070)/4(0) .,1., 16.01 141' 6:,,, OR/-/1/-/. /R/- Sc i =.375"/Ft. _, .._. • ..• :10.i.... . E 825 -72-uss Components of On:27:1- (50INPORTANT 3)357-'118 WARNING!'"'' ki-:AD MD FOLLOW ALL NOTE!;.:•.N TN IS DRAWING! INSTAi.. ',j• 19575 41 'VIII, TC LL 25.0 PSF REF P7175- 91760 N 4th Ave,Cornelii. OR 97113 . FURNIAI 1IS DRAWING TO ALL COMM..;OS INCLUDING THE . ,S 7'I' Trusses -o,,.a re extreme care in fab-icating, handling, shippinc„. n,talling and bracing. F,.,-to and follow j/,--. j , fr,' the latest:ci,i•jon of BCSI (Building,or.onent Safety Informatie, ,,,.TPI and WTCA) for safe,:, A-actices prior , :; r TC DL -;{.0 PSF DATE 03/28/17 to performinq-Mese functions. Insta 1,, shall provide temporary ,r,cing per BCSI. Unless r,Etcl otherwise, ' •'.WM-m. ii, top chord ,h2l have properly attache,',ructural sheathing and ti,,..;,H chord shall have a p. - y attached ... PSFrigid ceilin,. Locations shown for Forraront lateral restraint c,.,TE,S shell have bracing '1,-1 led per BCSI ' 11:).1) DRW CA USR7175 1708705:3 B10. as applicable 4ply plates to each fact.,c.•• ,uss and position as E.,c,-. above and on 0 ,1rIT ' --i. ;,' BC DL •_ .. _.. ... zi 1 OHr,. 1 i the Joint 4,,_,, Is. unless noted othet , Refer to drawings 16C:i., 'Or standard plate posii,-,. h OREGON 0 BC LL 1.0 PSF CA-FW BFR/RTT -,„,.... 1 ....1. ... 1 Alpine, Ei d 4.sion of 11W Building Conr.,rents Group inc. shall rc, ba responsible for ony cl,..,r.ion from this 011., Ww11) •-- - drawing, lure to build the tru,s 1. conformance with ANSI/TV 1, or ANIT,,,,,,",I:OMPANY ,st..11 at ie. g,bracing of trusses. TOT LD 4R.0 PSF SEQA, 238590 :140), n.20, t<C,Ifl A see! on Al'A,drawing or cover pegs 1,11v this drawing, 'idiom.,.iicceptance of professio. Lnginetwring responsibill...y solely for the design,h,,ir. The suitability and Lii,...,Ir this drawing for any a..mcture Is the ''":.'i.,';:)1.0 Vil.Y1 responsibill .y of the Building Design-1r ,..ANSI/TPI 1 Sec.2. DUR.FAC. -- .15 FROM IKE 8351 Revana C,rc.%. Sacramento CA,.;5i,-).' For more informatiot• iw1c this job's general noto, ,,,age and these web sites Renewset3U2017 SPACING ',,j0" JREF, 1VZI7175Z09 AIPl,I: www,alpineitw.com, TP1, wow.tpinst-org; VITCA: war,,,,cindustry.com; ICC: www,,,,sAfe.org • . . . . , • THIS DWG PREPA;!E FROM COMPUTER I NPU f LOADS & D I MENS I ONS:, =.:..1:IMITTED BY TRUSS MII:. 3 0 T CONSTRUCTION ONCO. -GREENSWARD JTH LOT 9 -- d tRD, OR - D2 ) Top chord 2x4II #2 i n r:.,l, RISK SK CAT !I EXP B wind TC L'L.=4.2 sf, wind ;i. 120 mph wind 07 ft mean h i'. ASCE 7-10, CLOSED b 1 d Located J Bot chord 2x4 II #2 anywherep Webs 2x4 41 Std/Stud DL=6.0 psf. Bottom chord c'I•i :;ked for 10.00 psf non-concurrer:: bottom chord I °ie Wind loads and reactions based cn MWFRS with acditional C&C mor :Jlhr load applied yr IRC-12 section 301.5. design. Deflection mee.:::::.• L/360 live and L/240 total 1 o i:: „ Creep i ncreaE:, actor for dead load i 1.50. ;,<5 12 12 5-1-4 \\\\\\ 6 0-7-4 0-7-4 19-2-10 3X5(E2'11(R) III 1 ,, ',.':"[..X41 III 3.X..:;,(B2)(R) III 'u ,. 4-5.0 _4, —4-6-0 4.:'..:-i:.-0 I– L-6-0 , e__. 9-0-0 0I:r I 2 Supports ___>_i :_. ii R,404 U=10 R=4(<4 .1=10 R..,86/-86 SII o PROF. Desilll. Crit: IRC201 TPI-2007(STO 'Ih�E I i •• FT/F':I .�;2% 0% /4 0 16.01 L':Irl 1:' -- R. `SIS' '' - R7175- PLT TYP. INav'L:. ( ) ( ) ..._..._ A. . _ OR/-/1/-l.' ;`'R/- Scc�.:Y =.5"/Ft. .Components (503)357-'118 •'"WARNIINGI' FEAD AND FOLLOW ALL NOTI> :i41 THIS DRAWING! I01`ile /�l \I,. TC LL25.0 PSFI`t7 — 8�5 N 1f1j11AveSCo nc,llL; JR 97113 '•IMPORTANT•• Flllwl N F I5 DRAWING TO ALL CONTEikI:I:IRS INCLUDING THE INSTAL j: �, ''' 19575 REF5 Trusses ...i re extreme care in fab idd,ing, handling, shipprn., nstalling and bracing. F,,,-.to and follow l: the latest: ,•.i'Jon of SCSI (Building i..enent Safety Information ..1;TPI and WTCA) for safe prior a} �I p practices � O�/ 8/17 ri TC DL 0 PSF DATI� 2 to perform'n;, _.hese functions. Insta 1- shall provide temporary -,cing per SCSI. Unless r Ltd otherwise, top chord ,lint have properly attache'iructural sheathing and I: . pr chord shall have a prdpiti y attached :+' p (` BC DL rigid cei 1 it- Locations shown for p r i eat lateral restraint h,s shall have bracing : :.':..:r led per SCSI II•0•0 PSF DU 1•USR7175 1708706' T4 sections 00 or B10, as applicable d.f'ply plates to each fac a. :suss and position as=.:n. • above and on ! 0 .2' .' -- - -the Joint 3i ,. Is, unless noted other i,,. Refer to drawings 16,,, 'or standard plate pose..i.,, I�'I BC LL I BFR/RTT I.IN a ! I� _ OREGON CA-UG .� L i f i^� Alpine t rl :Sion of IlW Building C. i-..rents Group Inc. shall i:,: hr responsible for any d,,,,r.ion free,this CI4 •�� ._ ... ..... ._ Jl �I ,,11 ,� I 0 PSF CA I'�.I�i drawn r,iilura to build the trG • r'conformance with ANSI/IF 1, or for handling, shi,p Q �'V( AN I:'S�:>''i;:OMR N InstaI1ati. I bracing of trusses. "tIlnit l Iv.A'2Qi 19 ► of PSF 238592 C� V�1� DUR.FAC II ..,0 SEQI16 1 � A seal on .E I n.drawing or cover page I::.I Itg this drawl ng, 1 nd I G t r::'.Acceptance of profa68 f S.•.m r:ng Yrreer Ing ...Pik) t - .... ... .. .... responslESi i_:yi solely for the deal, Ai:::lrr. The suitability and u.::.::::if this drawing for any i�_rv�ckura is )[„ „15 FROM KE responslblll,:yr of the Building Design n .gar ANSI/TPI 1 Sec.2. Op 8351 Rovana C .... ''l ramal COLI For more informatioi :"i this job's general nol'.r :mange and these web sites : JREr: '7 AI.PI',1::: www.alpineitw.com; Tf I: ..,..t.pinst,org; WTCA wwJ.;.cindustry.com; ICC www i,_:- afe.errl Renews$�.�a�Q�� SPACING d`''" 0" REI 7/� 7� L09 THIS DWG PREP%?E 1 FROM COMPUTER INPUT LOADS & DI MENS I ONS:: ..13M I TTED BY TRUSS MI 1;!. 0317210--FOU: I:°' CONSTRUCTION I(;'O. -GREENSWARD r`•i,::I,.JTH LOT 9 -- it II :��'1RD, OR -• E ) ASCE 7-10, CLDSED bldg, Local: al • _.. .,.., .... .... ..., ... ,.... ..... ,.,.. .,..,anywhere i n r:a ;�', RISK CAT ...... .,... Top chord 2x4 �f f #2 120 mph wind, " .70 ft mean h,,�.�.,.,. �a IE of chord 2x4 1 #2 yw II , EXP B, wind TC [HI...-4.2 psf, wind 30 Webs 2x4 II Std/Stud DL=6.0 psf. Truss des i gned -,.c support 0-6_l) Lop chord out I crc,c yrs and c I add i u.,,l load Wind loads and reactions based I.-::n MWFRS with ru.:d i t i ona I C&C mc.rl xar not to exceed 3 (:0 PSF one fact:.! ;Ind 24.0 span c:' rpos i to face. lb') chord design. may be notched ' ,5" deep X 3.5' at 48" o/c alofil I:op edge. DO P I .. " See DINGS Al2CI'CENC101014, GBL_I THIS DWG PREP )F.11 FROM COMPUTER INPUT ]LOADS & DIMENSIONS: TJIMITTEO BY TRUSS MI( ( 0317210--FOlk D CONSTRUCTION, CO. -GREENSWARD !:SOLlTH LOT 9 -- 11ARD, OR - El ) •... ... .. ..,, . Top chord 2x4 II #2 120 mph wind, „:Y .70 ft mean hg.,,, ASCE 7-10, CII SED bldg, Located lot chord 2x4 II #2 anywhere in roof', RISK CAT II , EXP B, wind TC [1=4.2 psf, wind IC Webs 2x4 T Std/Stud DL=6.0 psf. Eottom chord cicked for 10.00 psf non-concurrcr bottom chord I ve Wind loads and reactions baseJ cn MWFRS with dcditional C&C ntcfrar load applied prii IRC-12 section 301.5. design. Deflection mea L/360 live and L/240 total lo.: . Creep increae 'actor for dead load i',,, 1.50. 4X :.=_-=. ... . . . .. , . ../ .• Pi - „ 0-7-4 pc 0-7-4 A ,i 1 9-2-10 i 1 .. ,. 1 .5A4M / 3X5(B2)(R) k 3X5(B2)(R) M 1 LT.. '.3J L1 '4',4J krz 4-9-0 ,:;,,*: 4-9-,j)- -.1 Si k , 9-6-0 Over 2 Supports — R=502 U=21 ');..5.5" R=502 U=21 W=3 RL=129/-12'j . .-- - - Desi gr. Crit: IRC2OVITP1-2007(STD ,.. PLT TYP. Wavo FT/P1 .270(07)/4(0) L.,, :., PR ep,... . 16.01.oc:;,:1:,?:,8-1-tl- z... 0- ,,I OR/-/1/-/. ./R/- Sctl:a =.375"/Ft. __...., _ ...._ .. —..............._, ::.uss Components of Or ig:::1 (503)357-'118 "*VMUUNIAN3IrEAD AND FOLLOW ALL myru;M THIS DRADINGT TC LL 25.0 PSF REF R7175- 91763 825 N 4th Ave,Corm I ii,.s OR 97113 .*IMPORTANT.k. FURNIA1 IIS DRAWING TO ALL cohmAG 045 INCLUDING THE INSTAL.E.s & :I.: ViS/ 1 411' Trusses -o,,re extreme care in a -1,ating, handling, shippint, nstalling and bracing. R.,-,.-to and follow 19575 the latest siti•Jon of SCSI (Builfb ding 147v,thent Safety Informatior, ty Tel and IWTCA) for safe...., 7A actices prior „. IP. TC DL j'.0 PSF DATE 03/28/17 to perform',%.hese functions. Inste I shall provide temporary 1,1cing per DCSI, Unless.n..trxi otherwise, top chord.3.1,1 have properly attache,I.:.:r uctura I sheathing and ti,_t.it chord shall have a prtip,' y attached , ,.... - Ar BC DL • rigid ceilin,. Locations shown for x.,,,,irent lateral restraint t,-v,e,s shall have bracing i is-, led per BCSI ii .11W-'''''',.0e -- -, II ,0 PSF DRW 1,:j!,.IJSR7175 1708706C) B10, as applicable ,q,ply plates to each fact c• ,russ and position as s'ic..., above and on S zi 1 0 t.::.. I . the Juiht e.,, Is. unless noted othertd,,, Refer to drawings 16CA., ,m-standard plate posi,,,,. I:l ,)9/20 7 ' BC LL 0.0 PSF CA-ELO BFR/RTT , ..,:.N I Alpine, E.d , sion of WM Building Coa,,tents Group Inc, shall lo,h,responsible for any ck,,..ion from this —ft.L . OREGON t drawing, a,' rdilure to build the tre,s r conformance with ARSIJ1V 1, or for handling, shi,p .,.,, _.. .. AN INJ 1:0NAPANY installation,t,bracing of trusses. 1644k, . ..t1 TOT.LD. 42.0 PSF SEQW. 238616 .ki,..,i gb. ii,„.1 A seal on ,A1 Ni drawing or cover pegs 1,,,Ima this drawing, ischeirm,limas:Mance of orofessic,Is ravine...Intl liep,,,,r'n•20,1 9 ' le, responsibill..y solely for the design,h,,ur. The suitability and ix,:yr tel drawing for any a..mcture Is the i 1 ---' lijk DUR.FAC. ' .15 FROM I KE responsibill::y of the Building Designor xr ANSI/T1.1 1 Sec.2. 8351 Rama Cv:, ',,,,::^L 0 W• SaTarnentcC For more triformatioi ,nr. thiS job's general oats, aage end these web sitee. Al 1,1,1 www.alpineitw.com; TPI, ,....tpinst,org: WTCA, ww,..,,,industry.cam; ICC. www.lc,s,fe,org SPACING ,;;' .0" JREF. 1VZI7175Z09 6130/201 7 . . .„, 1111 LlWla MEI,,:1:,., rIILIWI LAMM,ICR 11,11-41I :,,,.1-1/11JJ Of UIIVILIIIJIVINO., .,.1:MilIII-1.1 UT Iri.1/J, 1•11f, (0317210--FOUR I CONSTRUCTION CC,. -GREENSWARD .(;:j0J1fH LOT 9 -- TI( I'D OR - FG1) - - • , . Top chord 2x4 t #2 Lot chord 2x4 U #2 Webs 2x4 U Std/Stud lhis "Hip fraiirY may be placed G1 the hip plant:: ::Hr midwest style hip trusses to provide lateral kracing. See detzil drawing HIPFRAME0109 U.)i- additional in-ormation. 3X5E.E. Alk f OM . " - 7 12.73 i • . . . 1 12.73 ,...\ 7-1-8 ... .., • R h Il . . .... •• il 0-0-4 0-0-4 • I „ m : ._ „ ._. .,, ...." A' I 0 5 il :, 1 2X4rD3R)*- 2X4(D8R)-sZ --1— 686 ,.,..I ... 13-4-11 .., -1 Note: All Pla-„es Are 1 .5X4 I xcept As Show'. Desiqr Crit: IRC201:VTPI-2007(STIY ,01 r ... . .Olcir., * P11 IP p, PLT TYP. Wavo FT/P1 .2%(0%)/4(0) 16.01.k...k2:) ._ c'4s, OR/-/1/-/. /R/- SCEIZ =.375"/Ft. -, ............... 82twi N , -- 1':uss Compormits of Grp ar (503)357-'118 **WMUININGI'"' FEAD AND FOLLOW ALL NOM"A THIS DRAWING! ri;Zi,00> kG iivE-,... 01 TC LL 25.0 PSF REF P7175- 91764 5 ,Ith Ave,Coml :it zi'OR 97113 *•11FORTANT** FURNLM "I IS DRAWING TO ALL CONTI:AG GIS INCLUDING Trusses ,,..,re extreme care in fab'if:siring, handling, shippinc, n,talling and bracing. Ro".-to and follow , ' 19575 ,,,,, the latest e,i'Lon of BCS1 (Building Co,',enent Safety Information ,y TPI and WTCA) for safey x actices prior ,,. TC DL .T.0 PSF DAM 03/29/17 1 - to perforlidn, ..hcse functions. Insta 1,-, shall provide temporary ,r,cing per BCSI. Unless n,tr,otherwise, i , top chor, ,P,I have properly attache,'..,ructeral sheathing and bd,.,a chord shall have a pr,v," y attached " ' ,. ;011.' rigid cellin,. Locations shown for p,r1;went lateral restraint I.,,,,,,s shall have bracing ils., led per BCSI 4 4 4011k,,,,r0' BC DL 10.0 PSF DRW G.A.JSR7175 17088023 i. sections W: ,,or 810, as applicable !kpply plates to each facc r- -ru,s and position as s MT., above and on ' ' • Lf] 1 0 V ., the Joint r.,1, Is, unless noted other,,t,.. Refer to drawings 16 -,, ''or standard plate posi.i,-,.. 1.1 29/2017 I' , BC LL 0.0 PSF CA-W,..i PBC/GWH 4 ''.--... Alpine, :-,,d sion of I1W Building C,m,,fents Group Inc. shall rv.V, responsible for any cl.,,A:..ion from this ' ,.."---1-11 l —'.1. -.... IlSik, - •_.. ... drawing, gcr, ,,nIlure to build the trur, r conformance NOth ANS1/11' 1, or for handling, shi.:,p ..,, OREGON 1, AN l ',,,.1.:0MRANY installati,m 1,bracing of trusses. 4,h‘b rilall TOT.LD. .C,?..0 PSF SEQW, 238790 A see, on ,111 11,drawing or cover pegs 1,,Img thie drawing, indlocn,,,qioceptance of profs:m:0ov ,ngineering 1.Nio.,.. ... .44'in.20,'I g- 4,i responsibili..y solely for the design,11,,w. The suitability and Lft,c41.this drawing for any 0th is the 41,--:' respons1b111:y of the Building Design, m,r ANSUTP1OIL W' DUR.FAC. ' ,15 FROM IKE 8351RminaC "..,4 Sacramento,CA !;i2, For more information',lc this job's general notos ,,,ige and these web SitErE Al PI%E. www.alpineitw.com; TPIffiAwtp : - . iAmp: nst,org; WTCA: ,: us dmindtry.com: ICC. www,ic,,, fe.org SPACING 'd, .0" JREF 1VZI7175Z09 " ... . BIDews 613012017 . 1l'II LIM, YKLYPi.iiiii rWWI L.VIRYUICit 11111,I 1I.AJMLI3 ile LiINICIII.agLIPI,,,, ,:ii..)iIIVIIIILI, I,I II,I.J.3 MPI, (0317210—FOUR L, CONSTRUCTION Or. -GREENSWARD SCITH LOT 9 -- TOCARD, OR - FG2) Top chord 2x4 it #2 lot chord 2x4 1 #2 Webs 2x4 11- Std/Stud This "Hip framY may be placed G1 the hip piano ,!...1.1r midwest style hip trusses to Lrovide lateral hracing. See detil drawing HIPFRAME0109 for additional in-ormation. 3X5EF Al. i.5X4 ili 7., lin 1.5N/N . , .. . 12 i.73 ./ 1 12.73 q \ 11 \ ., 3-0-9 0-0-4 111 ak... C.-0-4 ± .„.. . . , ...i__ / 2 (38R)s% 1.5)(4 H 1.5X4Ill 2X4(DEIR), 5-8-8 Desii:fl Crit: IRC20V/TPI-2007(ST)G PLT TYP. Wayo FT/P1 .2%(0%)/4(0) 16.01 .0,.....-;,,*:,'., c--,s,...Mill.... OR/-/1/-/. /R/- Scc:i.a. =.5"/Ft. Av._:4 " 77uss Components of Org.:i (503)357-'118 T IMPORTANTWARNING!'" CEAD AND FOLLOW ALL NOTBi:..:Al THIS DRAWING! INSTAILFIY,NCP,1011 .114GIINIq• ' 0 ..i TC LL 25.0 PSF REF P7175- 91765 825 N 4th Ave,Coniclii..g,,,AZ 97113 ** ** FURN1,M IIS DRAWING TO ALL CONTIW:D4S INCLUDING THE . .G W '4.' Trusses -o,i, re extreme care in fabiiicii,ing, handling. shippinci. n,talling and bracing. F,,,-to and follow 1g575 .vi,,„ the latest er.i•Lon of BCSI (Building,cv-,cnent Safety Informatidr, ,:,i TPI and WiCA) for safe.,y ,I actices p1 1'° TC DL .T.0 PSF DAT 03/29/17 to performin, i_hese functions. Insta I,-,shall provide temporary .1cing per BCSI. Unless:ri,md otherwise, i , -- .... top chord ,h,i1 have properly attached-,:ructoral sheathing and bcc,,m chord shall have a pr,p,i y rigid ceilin,. Locations shown for For!orient lateral restraint ci,",,,,s shell have bracing i,., led per BCSI. #4 .--.."7„ - -.- ,., BC DL 1.,).0 PSF DM GH,USR7175 17088023 'I sections B10, a5 applicable li.pply plates to each facii. c.i• ,rOSS and position as F.i.,- above and on ' Mi. zl 1 0 hr.,,i. I , the Joint jo...b Is. unless noted otherob,. Refer to drawings 16CA-, 'or standard plate posii.i,i,-- 0 ,29/2017 I' BC LL 0.0 PSF CA-UO PBC/GWH ...----1_ i N., 1 .... "...... , Alpine, a ri ...sion of C TB Building i,,,rents Group Inc. shall lc,.b, responsible for any clii,,iiiian from this , drawing, a.ii, r,ilure to build the tru,s r conformance with All ill-- 1, or for handling, shi,p -,., OREGON . 1, - - AN H',,,-;COMPANY installation bracing of trusses. . TOT.LD. 42.0 PSF SEQN. 238558 erg Ikir, -.4' • ft., A seal on ,Ti a,drawing or cover page it,,Ing this drawing, india,or,,acceptence of professicom .nginisering 7 2-','-^en 20 Vol'' ' Coy- responsibIll..y solely for the design iih,,ni. The suitability and ix,.,,f this drawing for any m..c,cture Is the responsibill. of the Building Desigrvir Xir ANSI/TPI 1 Sec.2. ritPl:b .NN.`kt"' DUR.FAC. ' .15 FROM IKE Sacramento,CA c,:i,2 For more informatior :ill,this job's general not., ,nge and these web sites. AiPl%E. www.alpineitw.com; TPI: i^Ae.tpinst.org, VITCA. WIAN,,,cindustry,com, ICC. www.ik,,,afe.org SPACING .'.':4. .0" JREF 1VZI7175Z09 boews 6130/2017 , ,, - THIS DWG PREPA?T _ FROM COMPUTER INPUf ;1..OADS & DIMENS!ONS; !3NIIIILU HY IHUSS MI* 031721 0--FOU;g I:;` CONSTRUCTION IC:>`:7. -GREENSWARD ">".):.JTH LOT 9 Il:.:�;'►RD, OR - G ) I ar.Fac.-1.15 / Top chord 2x4 °II #2 Special loads �. but chord 2x6 IF :-L SS (Lumber �a - Hate Dur.Fac.=1 155) Webs 2x4 )1--L Std/Stud :W3 2x4 HF Std/Stud: TC- From p i f at 0.00 ..'c: 64 p I f at 17%21 .21 BC- From '0 p I f at 0.00 ..._AD 10 p I f at 1?,.:21 '20 mph wind, 2' .43 ft mean hg ASCE 7-10, CLI,, ;) bldg, Locatc c. BC- 646.62 1 Conc. Load at 1 .56 nywhe re in ro.i , RISK CAT I I, I'; XIP B, wind IC P1 .4.2 psf, wind r BC- 370.75 I Conc. Load at ' .37 IL'L=6.0 psf. BC- 418.38 i Conc. Load at ' .30, 7.30, 9.3G,11.30 IVB!i nd loads and reactions based G1 MWFRS. Right end ver i::: cal not exposeJ 1.o wind pressu"I^:: l.,a) Continuous eteral restraint equally spaced oi member. Bottom chord .w:"vcked for 10.0:x) I:::sf non-concur-..,:rt bottom chord Y i ve load applied La:n r IRC-12 sectOr 301.5. Deflection mee; L/360 live anl_:I L../240 total I otic Creep i ncreaE '=actor for dead load if:, 1.50. 1 .5X4 itli 5X1;. I„�,L;; 3.15 �.... ...._ W3 .., - mom 1 0-7-4 I _- .. _, ` 19-2-10 . .....1— 3X1”I4 4X8= 3„1 6-1 4 5-9-8 _I__f 6-1 4 _«. '1 _ 6-1-4 12-2-8 Over 2 Supports_ .:_..::...., f.::1820 U=91 W=5 c.;' R=1780 U=13 -0 PRO Design Crit: I RC20 I '�TP I-2007(STI:q y F PLT TYP. Wavle, ° (0%) ( ) .....,..... '�1 . _ .__ FS OR/ / `' :`'R/- Sc.' Ir .5"/Ft. �,.. 2 ... T WARNI�NGI.II "l.I SDI>ANDIFOTO lAAL`CANOUS �-1111t HIS DR WI THE to At...IE::.61 1 6.01 .c ., /� I 2'''.1,.0 .` 825NComponents Co UI i I ��97113 �11� •IMPORTANT `- i shi he riiS INCLUDING and brach R:;'., to and follow �1/°!� �A .01), 1 TC LL U.O PSF REF II'.71 75— 91766 T $�S N Jfh Ave,e,Corm,)ilii: JR X711. 19575 Trusses .::.i is extreme care in fab i...i,.ung, handling, pp g 9 the latest: i,i•.ion of BCSI (Building r.enent Safety Informatror TPI and WTCA) for safe y iractices prior 1. 17`-.'i- TC DL 7,0 PSF DATE:; 03/28/17 to performin- ..hese functions. Inste I shall provide temporary r,cing per SCSI. Unle r i!;d otherwise, J - -- top chord h--1 have properly attache) ructus) sheathing and I_ .:u chord shall have a pr,l: . y attached q _. rigid cel li n;_. Locations shown for prin;gent lateral restraint i ,,,5 shall have bracing r i_..:� led per BM i 4-'� ` BC DL Il':),0 PSF DRW I::fnI,LISR7175 17087067 Ts sections B'. :+?or B10, as applicable `,ply plates to each rac< ;' r '.s antl Po r I� + [-E the Joint I Is, unless noted other Refer to drawings 15( _ r standard splate pose 11iabove antl on 29120 7 e. — 1 '� � BC LL ':`� 0 PSF CA-a6 BFR/RTT I \ Alpine, a 1 sion of I1W Building C.m.:irents Group Inc- shall ..b,responsible for any th ,..ion from this \ OREGON ' =��—�-”--'a" �) `" drawing, ri, r flare to build the true, i conformance with ANSI:Tf 1, or for handling, ship � � AN 1:,"';�'.I..�r�/IrAN�( instal eat i.:an"i bracing of trusses. t,�ll SIJ 'QI ��I�I '�II.'m PSF 238637 wwq� Q''"' TOT LD �'' 0SEQI��I• °.,:Ii this drawl indll imam.'I nce of rofessla'�n .�i'''i''''''en.20 19 4• A seal on ..hr n:drawing or Bever pegs I � ng, rccep'tsp �.erg 1 neer 1 np �1 P� > ... - ... ...... ".' V DUR.FAC. " 15 FROM IKE responslbl l I.gip solely for the design ri nr. The suitability and i r,:•::af this drawing for any a�..r•�.icture Is the �pn,�b �, , respons 1 b I I I.:pr of the Building Des I gn i x ,ANS I/TP1 1 Sec,2 �atr.I�rt . .... Rn /+ S,Vf1111c0tc,C.�{ .:... For more in.ormatiol r.this„lob's general not.t..:,age and these web sites SPACING - " .0" JREI 1VZ I7175ZO g Al I'I' www,alpineitw.com; TF . -�..w.tp,nst.org; WTCA wvr� .rindu�lry,cam; ICC www.i `:fe,org �9@WS$l9U1�17 THIS DWG PREPA:!E:) FROM COMPUTER INPUT ",LOADS & DIMENSIDNS:: ::':•,1:IMI1ILA t3Y IRUSS MI1(. ( 0317210--FOU C, CONSTRUCTION CO. -GREENSWARD SOiTH LOT 9 -- ii RD OR - G1 ) Top chord 2x4 f #2 120 mph wind, ;:).' .29 ft mean hj.,„ ASCE 7-10, CMSED bldg, Locatel ,.. lbot chord 2x4 II #2 anywhere in roff", RISK CAT II , EXP IL wind TC PL=4.2 psf, wind 30 Webs 2x4 f Std/Stud DL=6.0 psf. :Lt Stub Wedge 'xil HF Std/Stud Wind toads and reactions based on RAWFRS with acditional C&C morixar ILottom chord ciccked for 10.00 rsf non-concurr bottom chord I 've design. load applied pnr IRC-12 section 301.5. Right end vent cal not exposed to wind pressu-c. 'Deflection mee:.: L/360 live and 1 /240 total !oar, . Creep increae 'actor for dead load i 1.50. ::— 5X4 III --... _--- p ---- 3X5---,--- 3.1 -, 1 -------"--- ,....--- ilri ,...„ 3-9-11 ----- ___-----: _„•• __---- If ---- _ . 1111.—..0111111 .1 1:. ------------\„______---- 0-7-4 .-- [.---- m . II 2 [ -j .... $.......... o i 1 0...- .....=.0 1 .5X4 III .. 5----- 4X5(G1) ffl 1.< 1 ' ›.1 312 6-1. ill >I< 5-9-3 ..„I _ i .< ......_ , _. 12-2-3 Over 2 Supp:'-:s ...... - >1 R=587 u..4 W=5.5" R.613 U=42 RL=75 • • Desiqr Crit: IRC20MTP1-2007(STO 0,'-"'-‘21 PROP,.- ) ,,Ar.. cis+ ;. / E. . " . PLT TYP. Wavo FT/11 .270(0%)/4(0) 16.01 #0V I "'r • ',=''....01M C OR/—/1/— R/— Sc II = 5 /Ft: 61--- use Components of Or.:2, (503)357-'118 *.VMUININGI''' VEAD AND FOLLOW ALL NCITE ;AY THIS DRAWING! & '))111 !'.4N ,A TC LL 25.0 PSF REF P7175— 91767 825 N 4Th Ave,Cora Iii..33R 97113 IMPORTANT" FURNI,N IS DRAWING TO ALL CONMAG DAS INCLUDING THE INSTAL JE,S ..r 4,:' ' Trusses -e,f re extreme care in fap-iicating, handling. shippinc. n,talling and bracing. F,,... to and follow 19575. the latest 1,i•.ion of BCSI (Building 1,,,crient Safety Information TPI and WTCA) for safai ,ractices prior !-. TC DL 7.0 PSF DATE. 03/28/17 to performin, hese functions. Inste lc,.shall provide temporary 7r,cing per BCSI. Unless n,c,,otherwise, / "IP top chord ,,,,I have properly attached.:.,--uctural sheathing and tc,..na chord shall have a prap,. y attached A . ..."/"A rigid ceilin,.. Locations shown for p,i-v,went lateral restraint r,”,-0,5 shall have bracingled per BCSI 11 40111k.., BC DL 10.0 PSF DRW CAUSR717 5 1708705:i' __,,, _ 1 sections U... ,,or 810, as applicable a,ply plates to each facc c-.' ,-uss and position as s..,,- above and on 7, •' ' I zi [ 0 r 1 . the Jointunless noted other,ii,.., Refer to drawings 16C,i., "or standard plate posi,.i,.gi. D ,29/2017 , il BC LL 0.0 PSF CA-1:.:FG BFR/RTT F ii ..i.N., I ' ,...., L I ...1 .-•••._ Alpine, p d ..sion of ITW Building C,m,,irents Group Inc. shall cr,b.,responsible for any day 4%.ion from this OREGON ' /' 4 drawing, m,, r,ilure to build the tru,, i conformance with ANSI/TF i, or for handling, AN I ::,rOMPANY i nsta I I at 1,I1 ,bracing of trusses. 'JON, .44 TOT.LD. 42.0 PSF SEQW. 238635 A seal on 11,drawing or cover page 1,111g this drewing, Indica,m,licceptence of professio. hngimserIng 1,iir,-1!::-417.20,1 CO% 't..41r 1 • .. • responsibIll.y solely for the design idl,a. The suitability and im,ixf this drawing for any mir,icture Is the 'i rr4.. , - .11 DUR.FAC. ' ,15 FROM IKE responsibil of the Building Besigrvir xr ANSI/IPI 1 Sec.2. 141ii.'llo D VV.T"` s3.511,...cL,,.., Saaalllf,WOXI For more informatior,at this job's general notos ziage and these web site,. SPACING 2 .0" JREP. 1VZI7175Z09 Alplq:: www.alpineitw.comi WI, www.tpinst.org; WTCA: wim,,,Dcindustry.com: ICC, www.ic,s,re,org itnews 6/30/2017 THIS DWG PREPAI. I FROMCOMPUTER INK!, ov^OS & u`MENS/ONS; :�mw/.ti) BY ."US^ MI° { 0317210—pou« c CONSTRUCTION co' -GREENSWARD soJrn LOT 9 �oAno' OR - o2 ) _ _ _ _ _ - - - - - - - — - Top chord 2x4 V| #2 Special loads mot chord 2x6 m -L SS (Lumber AJr.Fac.=1.15 / Hate Dur.rac.=l ls) Webs 2x4 n -L Std/Stud 2x4 HF Std/Stud: TC- From 'i4, p/r at OM ',,c; 64 plf at 1:1'.00' BC- From ^C: plf at 0.00 .c 10 plf at 1'/'C0 'o0 ' wind, 2' .40 ft mean hg-z., ASCE 7-10. nL�]�E) bldg, Looat� BC- 3e0.43 I� Conc. Load at 1 .06, 3.06' s.o� inenywhere oo'- RISK CAT II, IX? D. wind TC c4 ~*.2 psf, wind r BC- 404.10 | z Conc. Load at v.06' 9.0e'11.0s ~^-~'~ psf. Wind loads arid reactions based mn MWFRS. ,(m) Continuous etera| restrain,. equally spaced ai memuor' Right end verl: cal not exposed to wind nresyu-o' Bottom chord cwecxoo for 10.00 psf non-concurrar� bottom chord I ve load ' Deflection m� o^ �/oao live aL/240 total | dCreep /ncreasa �pn| /eu per |n�� a section 301 m' mn� o^ factor for uea� load is 1.50. 1 .SX4III ~: a'm-1 4�G{A1) � ! --�-_ -- -- -- - �� - - - - li. 0-7-4 •,__•,____ � � J 19-2-10 / _ _ _ _ ~� _ _ _ _ ^_ � -_ _ � �� ~~~� 3X1C R 6X5^� �_ _. 6-1-4 >��_ __�7-o -�� / 6-1-4 " 5-10-12 ' J --- -- 12-U-O Over ',:=' Supports —'- -- ~l n~1633 U=93 W=5 E;' R=1672 U=98 --.- PR - ~ PLT TYP. �ue r//�/ �m� m/'"�v/ /o u. "~ O�/ /1/ R/- Sc�x �.S^/F� 7:uss Components of OrirT (503)357-'118 . � --' ___ TC LL 25.O PSF REF 07175- 917G8 nzyw*mAv"uo�em=Oxmu, —T . == �~�=.INSTAL .s :0 ~ ,nono ' Trusses -ei:_i re extreme care in fab-i,uting, handling, shippinc,. "' and bracing. ~~ TC DL ,.D PSF DATE 03/28/17 to performin, .1-iese functions.top chord ,h,H have properly attached,,ructural sheathing and to,..,.a chord shall have a pr,p,. y attached A , _2:wow ..Ins'the latest ol.i..lon of BCSI (Building. L.1',.=~"ent '� RICAwactIces 'rigid ceilio,. Locations shown for BC DL 11.O PSF DRWum no 1708704:2 � ��.~~�, �~'�". �~~"~�.~ ~,.��.��~.~~. ~~.~~�arent lateral restraint C,,1,5 shall have bracing i.is., led per BCSI r�) �w, ' / . "~�'~ �.~ '^ ~'~~~�~~�~~ ~. ~~'^'^~. BC LL 0.0 PSF CA-E6Q BFR/RTT ^�`�-U J--' �`�� / ^'"'~ ~^ '-~� 'M�"^'="~~~~��/��.��'��— ��'^ ` __ ___ _ �� _ - y�� '"~��' t��~~ ' ' ' TOT U] �� O PSF 3EQW' 238640 ^wmwoomnAw, °��~"°~,�~ TOT.LD. . ^=°. = �=�� .^ . �� .�. . v �� . __- ~"~~'°�'^��°~^�~ " DUN FAC ' 15 FROM /KE �;��C|||��.��/�|�~��. --' — -- . . ' _ nx/a==o�" -�~�~~=�� -- '-- °~ �~�' this job's ~' ~^~ =~~�"~�~~^'=~ SPACING 2-,ALO" JRE| 1VZ|7175Z08 �=�mcams� ^.,I`^. ~~~��.�.~~. ��.~..~.�� ,`�.^~~�.~~, ICC: ~~.ic'�~.~` ��smaman, r - THIS DWG PREPAE.j FROM COMPUTER I NPLI T ,;:I.OA% & D I MENS I ONS:: r.J3MITTED BY TRUSS MI T4 ( 0317210 -FOUD CONSTRUCTION CO. -GREENSWARD ScJJTH LOT 9 -- TF:JARD, OR - H ) Top chord 2x4 il #2 :T2 2x6 HF ,/..2.: 120 mph wind, ::.' .43 ft mean 114,, ASCE 7-10, CII .ED bldg, Locatel Not chord 2x4 11 #2 anywhere in ro :1', RISK CAT IL FXP B, wind IC r1_ 4.2 psf, wind 30 Webs 2x4 t Std/Stud DL=6.0 psf. Truss designed -,.c, support 0-6-0 top chord outlocrs and claddirg load Wind loads and reactions based cAl MFRS with Acditional C&C mclfrar not to exceed 3 GO PSF one fado and 24.0 span c)Josite face. TcyJ, chord design. may be notched ' .5" deep X 3.5 at 48" o/c alori Cop edge. DO rt- OVERCUT. No krvx,.s or other lumbcr defects allovDF.d within 12" of lotches. See DWGS A1203UNC101014, GBLI1IN1014, & GABWA101014 for gaLl.a. wind Po not notch il overhang or hen panel . bracing requirments. Uottom chord cic;oked for 10.00 rsf non-concurrer::. bottom chord I ve load Deflection me,a_. L/360 live air L/240 total loiA. Creep incresa z:,pplied per IC. 12 section 301 . factor for dein- load is 1.50. .4 Provide late-el bracing for rset chord. Attacl nailer at edge of IcYer roof diaphrocj, or use purl r.:.i at 24" oc. 1X5=7-- A116 I 3X7 ..,. / AO°41111 / 1 T2 ,,. R it1;\ 1 12 1 , . . , ... 8-0-15 / + 1111 11' 0- hi"7-4 il,:: . E:::=3 . 0-1.'e- 10 + 19-2-10 , /41/ ././ //////////1/ 3X5(13:2. R) III 3)::.)''''''' 3X5(B2)F---- ,, 4-9-0 - >...< 10-3 ,0 D I _i_ 2-6-4 _l_ 5-0-1 —I 1i -----H 15-0-0 ever 2 Support. R 483 W=5.5" R=145 PLF U=7 PLF W=5-11-8 R .:114/-114 Note: All Pla--es Are 1.5X4 1 ::,:cept As Show, Desigr Crit: IRC20V/TPI-2007(STD) ,.00 PROp,t. . ), FIT TYP. Wavd 11 01 160 FT/P1 .2%(0%)/4(0) . . - 10A, iOR/-/1/-/. /R/- ScLI:a =.3125"/Fto .„.. • 4 .. :vi ... , .. ___.... lass Components of Orc::a:72-1 (5)3) IMPORTANT 357-'118 WARNING!"'" rEAD AND FOLLOW ALL NOTTS::]'il THIS DRAWING! INSTAL. ,, 1. 11 ' : TC LL 25.0 PSF REF R7175- 91769 825 N 4fh Ave,Come 111,2,13R 97113 ° FURNIA-1 1-15 DRAWING TO ALL CONTEAC 01S INCLUDING THE 0 :(4, Trusses -6,, re extreme care in fab-i,,(ing, handling, shippinc„ n,talling and bracing. P.,,,. to and follow , • .,ii, the latest e,ii.ion of SCSI (Building,cm-,snent Safety oetior. ,,,TPI and PICA) for safs,.. ,eacticas prior 11100' TC DL :T.0 PSF DAM 03/28/17 to performin, ,AOSO functions. haste li-, shall provide temporary ,racing per BCSI. Unies5 ri,t,d otherwise, top chord ib21 have properly attached,,il.ictural sheathing and tb,..,a chord shall have a pr,p,' y attached . rigid ceilin, Locations shown for p,ti arent lateral restraint,-i.e,s shall have bracii,g i',,, Ied Per Best -, 4.11 '74 BC DL 1. BC LL =,-., ^u.;).u PSF DM cAL1SR7175 17087063 , T. ,ections :,',or B1O. as applicabl. ii.i.ply plates to each face , ,russ and position as.s.ie,... above and on , 0 „29/2017 .ZI 11 , El) r the Joint le.., Is, unless noted other,,,, Refer to drawings 16CA- ,ri standard plate posi:.,,,,, asiell, OREGON 0.0 PSF CA-a0 BFR/RTT J[ 1 ':-..::,_ Alpine, a d ..sion of ITS Building C,m,,Jonts Group Inc. shall 1,, he responsible for ony i±,,,,..ion from this drawing, a,j, h,ilure to build the trws i conformance with ANSIIM1, or for handling, shi,p ..j., W i„ ..„4,,, AN k Vts I:OMPANY i nsta i!at i.,,r1 ,brac i og of trusses. • 'ill:‘''''''e 20 194b SrOir TOT LD 42.0 PSF SEQN, 238622 .'ilk--.,;". , ,-. 1.:, f, A seal on ,h 1 drawing or cover peva I:: rig this drawing. Indlocc,,,scceptence of profeaslov vnglnaerIng respcmsibfil.y solely for the design,h,,s. The suitability and uv,,)f this drawing for any m..m.ture le the ii,,,!,,I,14L.(6- -vg.le, _.. ._ responsibilly of the Building DesIghlr wr ANSI/TPI 1 Sec.2. DUR.FAC. ' A5 FROM IKE 8351Rovamu. - - Sacramento,CA c.;•! ;:i• Tor more informatiot..ac this job's general notb, ,,,ge and these web sites AIP1%E: www,alpineitw.com; TP1, a,ay.tpinst.org; WICA, vil.,,, ,indusfryorom: !CC, www.,,,,AfO.Of9 Renews 6130/2017 SPACING ',-,,. .0" JREF, 1WI7175Z09 „.. .. THIS DWG PREPA;!E) FROM COMPUTER INMI .:IOAUS & UIMEN5IOW :,,..1WIIItU UT IKUSb MI.11.! ( 0317210—F01P D CONSTRUCTION CO. -GREENSWARD SOJTH LOT 9 -- 11 RD OR - H1 ) " . .... . Top chord 2x4 il. #2 120 mph wind, ;.3 .53 ft mean hi.„„ ASCE 7-10, CLDSIED bldg, Locall Dot chord 2x4 II #2 anywhere in roffr, RISK CAT II , EXP B, wind TC PL=4.2 psf, wind Webs 2x4 T. #2 DL=6.0 psf. I..'ottom chord c-wcked for 10.00 psf non-concurrer: bottom chord I ve Wind loads and reactions based cn MWFRS with acditional C&C mcm...y?.r load applied Rar IRC-12 section 301.5. design. Deflection mee L/360 live and L/240 total Ion':: Creep increa!Al! 'actor for dead load i.::, 1.50. rj, ljR1) ../. ....„.. . \ .. , 12 p ,i 1 s 712 8-0-15 • .,.„ . :. ,. iii..,:` _I_ 3X5(B2) 10 0 19-2-1 //. . . 0-7-4 14 i 3X5(B23:':R) III ' .5X4 III - - 9-0-8 >i< 5-11-8 + - 765 7-6-5 15-0-0 Cver 3 Support Ii 4347 U=35 R=108 Rw=115 U=25 W: 5 1:!' F.4_,1461-146 R.,. 1 U=40 W=5.5" Des i qr. Cr it: I RC201:1'../TP I-2007(STI). PIT PIP. Way' FT/P1 =2%(0%)/4(0) 16.01 6.0';u, ii,,,„ s..S' OR/-/1/-/. /R/- Sc II =.3125"/Ft. ,, — . . .. 1-,: ........., .....usg Cormments of OrI (503)357-'118 s'eMdUMING,"" IUD AND FOLLOW ALL NOTTS...m THIS DRAWING! w 4.„..e,. 41 . 't) TC LL 25.0 PSF REF E7175- 91770 825 N 4th Ave Come Iii..3,:1)R 97113 , "IMPORTANT.* MINIM 1 IS DRAWING TO ALL cownw:,ols INCLUDING THE INSTAL.E.S 19575. , ''7: , Trusses -0,.r re extreme care in fab.icrding, handling, shippinc, ri,talling and bracing. F,,.-to and follow , ' the latest et.i.ion of BCSI (Building Rcc,bnent Safety Informatior, TN and WTCA) for safe...). ..,actices prior .'' 'o10 TC DL 1.0 PSF DATE 03/28/17 to perforsor,',hese functions. Inste 1..,-, shall provide temporary ,r,cing per SCSI. Unless n,,,d otherwise, , , top chord sh,1 have properly attached .:ructural sheathing and L.0,...D3 chord shall have a pr,p,' y attached ' „ , rigid ceilib Locations shOwn for pril avant lateral restraint c.,,a,..s shall have bracing i,,.., led per BCSI T f? '...e: ' f 1 BC DL lic,1.0 PSF DRIIII GALJSR7175 17087061 , T1 ,e„,ions B ,,-or B10, as applicable ,irply plates to each facc ,' ..russ and position as s,,,- above and on 0 -'29/20 7 , ., .„, li , 42., , 4 ,,,-,:,„ , the Joint .2.:iii Is. unless noted other,,,,.. Refer re drawings 16,CA.., 'or standard plate posi,,,. in OREGON / I BC LL 0.0 PSF CA-U6 BFR/RTT , Alpine, p d ,siou of I'M Building C,H,.nrents Group Inc. shall ir,b,responsible for any cl,v,rion from this • /TO, ,..-- LL -1 ,- drawing, E,,, ,ilure to build the tru,s r conformance with ANSInV 1, or for handling, shil, •-,, AIV Mb., ',TY ____ AN IM 03KAPANY installati,rn 3,bracing of trusses. 40 10 tflil TOT LD ir::: .0 PSF SEQW. 238596 ',0-- 1.2 , .•, ' 10. 0 A seal on ,,h,drawing or cower pegs 1,phsg this drawing, IndlOutc,scceptance of profeaslov ,AginewrIng .. • responslbill q solely for the design rtm,Rr. The suitability and Lp, M'this drawing for any m.,Lcture is the i'N''''' .). 6 01 t". -::: . responsIbill-y of the Building Deeignir wir ANSI/TPI 1 Sec,2. n 4. DUR.FAC. ' .15 FROM IKE 8351 Rovana a:.,,: — Sacrmmte,CA For more informatiol ..,:c this job's general note, ,,ge and these web sites Renews 6/3012017 SPACING 0" JREF. 1VZI7175Z09 AiRI,C, www.alpineitw.com: TPI, wow,tpinst.org; WICA, ww,J,,,rindustry.nom. ICC, www,,,,,fe,org , o, . IhilJ UM, VKtI'K:I::J rKVM CAJIIIVUItil IIM LI :I..VHIJa & IJ1IYI[IVJIVP.; ;.,,:11v1111cv DI Inu.7a HUr ( 0317210--FOlfl h: CONSTRUCTION ON CO. -GREENSWARD ' -- `'ARD, OR - H2 ) Top -' r1TH LOT 9 Ti II 120 mph wind, X53 ft mean h,7 ASCE 7-10, CLOSED bldg, Loc .t'I',.; Webs 1 o chord 2x4 II #2 1 I�ot chord 2x6 )1 -L #2 anywhere in r , RISK CAT I I, EXP B, wind TC I L. 4.2 psf, wind Webs 2x4 II Std/Stud :W2 20I HF #2: DL=6.0 psf. :W5, W6 2x4 DF-L.- Std/Stud: Wind loads ard reactions base.:] r,:1n MWFRS. ''::pec i a I loads (Lumber )i.r.Fac.=1.15 / I' ate Dur.Fac.=1 1 ;1) Bottom chord ecked for 10.0) psf non-concur-.:rt bottom chord II i ve TC- From rd p I f at 0.00 -:.:.G 70 p I f at 7.47 load applied r 'r- IRC-12 sect t ,nF° 301.5. TC- From R, p I f at 7.47 -.i:S 70 p I f at 1 1 1.,) BC- From i p 1 f at 0.00 -xi 20 p I f at 1 .1513 Deflection me L/360 1 i ve a lI:. L/240 total i a1. Creep i ncre BC- From 1G plf at 11.50 :,:i; 10 plf at 1::1 :) factor for de11:: load is 1.50. BC- 1289.00 I L: Conc. Load at :I.50,11.50,13.dC 4X5= ,; 3X5 12 I ``—..I ..I2 S t'12 3X10 • 8-0-15 �` W611 , 3X5(81) 0-7-4 .... _ I MI 0-i.r- 10 ® 19-2-1i:) =' 2X41....11'. 1)------- °;X7- 3X10 III 3,;:,'! 9-0-8 SLC • 5-11-8--...,_._----->-1 3-10-0 :a,;l. 3-7-11 —1-9-5_ _ 10_8 a1� e' 1..8 YI wn.,F_ I ——_`f '; '-11 1-9-5 '10-8 2,,,.-U-8 7,75-11 7-6-5 _I '..c:-, - ,_.. 15-0-0 I:�L1�er 3 Support.. -......_....›.1 r'� ?171 U=29 R=32:1 U=283 W=5.511 R.'!:)94`)94 U=143 W=5.5- , =5.!S- o D. aF Des i r)r Crit: I RC20 I TPI-2007(STI:D I�� P� PLT TVP. Wave x FT/F'I 2 0(0%D)/4(0) 16.01 .'i i i1� iA,,,,,`r _ OR/-/1/ :'R/- Sci I =. 25"/Ft _._-._ 31 rramu a NCI I 1 r� r r AD AND FDLLO®ALL NOM n ISI THIS DRAWING! I L` ipli p 19 4r f'a+.0 PSF - uss Components of Ur I (�03)?57- ]18 r REF II;7175 91771 � **IMPORTANT*. IIRINI 11 t IS DRAWING To ALL court i>i I] INCLUDING THE INSTAL " p TC LL 825)v til Ave,C011lt,171. '.)R 97�.� natalling in and bracing. F: .. to and follow ,' 675 df 1 IC DL :� .0 PSF DATE 03/28/17 Trusses :;.� re extreme care 1n faUi.++rag, handling, shipper„ 9 9- I I' the latest: ,,i•Ion of BCSI (Building + r,nent Safety Informat+o, TPI and WTCA) for safer.y :r actices prior , - .r:ici it BCSI. Unless r,r.+d otherwise, ' - -- --to pe r'forreiinr, ..hese functions. Insta 1...-,shall provide temporary ng P�- top chord .h::I have properly attache . ructural sheathing and I I chord shall have a pr�:q y attached t . ;10 ' ,. P- BC DL ':rt 0 PSF DRW I rigid cell nK, Locations shown for o. +int lateral restraint .e.,s shall have bracing , led per BCSI n :.I,USR7175 170870€'i T+ sections EI or 1310, as applicable '4'.ply plates to each fac .suss and position as=_�it above and on 0-,29/")/l]! >e. � .� 1�� 7 Ill 4 Q I 1) ;;,, the Joint I Is. unless noted other Refer to drawings ANSI/IF mor standard plate pas+ „�1, .,, +,.1 J II' Ir _�..�� OREGON LIN+ BC LL 0 PSF CA-1:10 BFR/RTT -�- L�LJ .� '�I Alpine d stun of I1W Building C .,..rents Group Inc, shall + responsible for any 6,, -,..ion from this 6/-II ILII ILtLJJJJ _Li .. P 9, sh i n9 ( +,-1/ r drawing, a r i:.�llure to build the tru r conformance with ANSI fl' 1, or for handling, l p AN In.COMPANY installation bracing of trusses. 11'A��I It+_,Brt 20.1 �I',.. PSF III 238627 • A seal on ,V1',14 drawing or cover page I:,,,Ing th l a drawing, India t o.:,Accaptenow of rofess i o It +r insert ' TOT LD 0 S E responsibl I i.y solely for the design Sero. The suitability and u.p::if this drawing for any.+.,-,cture Is the !IIS,. to • DUR.FAC 15 FROM 8 KE responsiblli:>.I,of the Building Designer r,r ANSI/TPI 1 Sec-2. ''m 3nin5 1 Rosana C a:., �dtr ws 5+ t -- For more Informat+oi -c.this job's general norm:. ...age and these web sites Sacramzntt,GA + < ,a412Q17 SPACING ;,",,!: .C)" JREI ' 1VZ 17175Z09 Al p I:,: www,atpineitw.com; TPI, ,»•�w tpinst,arg; WlCA. ww• �,.+ndustry.com; ICC: wvnu, ..::�1 Pe,urg IHIS UW(i PRLPA,.1::.1 HUM GL/MIUILK INFUI .„1.1)ALI & Ulditi1JJIUSIJ., :...,1WI1ICU MY 1111_13 WV'II ( 0317210--FOUZ C, CONSTRUCTION CO. -GREENSWARD SOJTH LOT 9 -- Ill 3ARD, OR - H3 ) Top chord 2x4 11 #2 120 mph wind, n.56 ft mean ha.„, ASCE 7-10, CL.DSIED bldg, LocaleJ ot chord 2x4 11 #2 anywhere in r:-.) RISK CAT II , EXP B, wind TC C,L=4.2 psf, wind l',' Webs 2x4 11- Std/Stud :W1 201 HF #2: DL=6.0 psf. Uottom chord clw-..cked for 10.00 psf non-concurrrvE bottom chord I ve Wind loads and reactions base: cn MWFRS with .1r.ditional C&C nlofir load applied p21- IRC-12 sectiod 301 .5. design. Deflection mee:.: L/360 live and L/240 total licw(. Creep increw:,e 'actor Right end ver: cal not exposed to wind pressu-G. thr dead load l, 1.50. il..::::!..,(R1) M 2 3Ali(R) II 11 ........... . 12 8-0-15 6-'.-6 0-7- -4 .. ..... m . e 19-2-10 i -T- . . LTO 4 3X5(13111.11.1:11'R) III 3X5------- 1 .5X4 Ill „I.,1-11-9,1 7c/•••'',i.-11 1-1 1-9- 1 7- -1 1 __.j___1-1 1—9 I • 9-5-4 11:.)ver 2 Suppor:.:.!.; >. P 7 41 8 R=429 U=60 V=4,75" P . 1301-76 . . Des i gr- Crit: I RC201111.,.'1-1P1-2007(STD IPLT TYP. Wave,. FT/F1 .2%(0%)/4(0) i.:4-4; .. 16.01 .0,c,1,, ,. . - ; 016 'kV I. OR/-/1/-/. /R/- ScEIz =.3125"/Ft. ,....,4 . _ . .:::uss Components of Or:p.:,:t. (503)357- 118 WMUYIWI°"' FEAD AND FOLLOW ALL LUTES VII THIS DIMING! Cr,/'rtl. '0,0 SI -0s1' TC LL .111.! :,i,.0 PSF REF 1.7175- 91772 825 N 4th Ave COITIC Ili'.. OR 97113 , ”IWPORTAIIIP° FUNNIH IIS DRAWING TO ALL COWITAG 0,5 INCLUDING THE INSTAL,2:3 ..r. ,,,,fE,.,,,iting, handling, shippinc,, ri,,talling the latest iimi•Hon of BGSI (Building,..,rinent Safety Information, a,TPI and WTCA) for saf,..,, :mactices prior ,-' ', 1- - TC DL :1'.0 PSF DATH 03/28/17 to performin,...hese functions. Inv. I,,,shall provide temporary -a-mcing per SCSI. Unless rc,rcd otherwise, , ' , _ top chord stn,1 have properly attache,-.',ructural sheathing and Etr...,ia chord shall have a pr,pa.• y attached i i ''00101r rigid cellin,. Locations shown for prirrarent lateral restraint ti-v.e,s shall have bracing i 1S.A led per GCSI ,, 101111111 BC DL 1,::„I.0 PSF DOI C.:1!!),IJSR7175 1708705 B-10, aS applicable apply plates to each fact c" ,,i-LiSs and pOSitiOn as s'tom,. above and On ., 0 1,9/20 17 .., 1; unless noted otheradi,, Refer to drawings 16CO3z. ',or standard plate posiLicia,.. BC LL I Aline, ..d w sion of 11M Building C.,,,,,rents Group Inc. shall ro,.ha responsible for any tic,-i-Aori from this OREGON ' „,11 0,0 PSF CA-a6 BFR/RTT :1k .- 1, _. drawing, ea,. failure to build the tro,s r conformance with ANSI/TP '1, or for handling, shiv .,:., it, AN 11,,,,, 01,APANY 1 nsta I latidr A bracing of trusses. TOT LD. ,CL'..0 PSF SEQ14, 238598 lii',."1r,eP.20,10/ . 'el A seal on ii i, drawing or cover page 1,,Ing this drewing. Indic:cm,floscaptance of professis. ,ngineering ,roil - ---- ---- ----,„ ...... _. responsIbIll...y solely for the design,itb,:or. The suitability and m,-.o.f this drawing for any m,.m.ture Is the lz1,i,ri I)'vv. .- DUR.FAC. 111 .'15 FRO1114 IKE responsIbIlLv of the Building Design,r A,Ir ANSI/TP1 1 Sec.2. ,,, ... 835 1 ROVarla C:.Kl,.:-. Sacranento,CA!?5i,:).,,' For more informatiot ,ar this Job's general notes iaage and these web sites. Al 1,1,.t:, wax',1p ineitw.com. T.I: ,maw,tp i nst•org;INTCA: yew,.;an inclastry.coin: ICC: *yaw,i c,:n.f e,org lenews 6/30/2017 SPACING 11,,-4. .0" JREF. 1VZ17175Z09 - ., , • . , „ „ " . THIS DWG PREPA IIEI FROM COMPUTER INPUT :::I..OADS & D I MENS I ONS:: I•,,I 310 I TTED BY TRUSS MIN ( 0317210--FOU1 D CONSTRUCTION CD.'.. -GREENSWARD SOSIN LOT 9 -- TIARD, OR - J ) „... ...,. Top chord 2x4 T #2 120 mph wind, 'f).00 ft mean hj,„, ASCE 7-10 CLGSED bldg, LocalAFA Lot chord 2x4 II #2 anywhere in r.:,. .r, RISK CAT II , EXP B, wind TC PL=4.2 psf, wind 30 Webs 2x4 11 Std/Stud DL=6.0 psf. Truss designed -.,o support 0-6-0 Cop chord outlors and claddirA load Wind loads and reactions baseJ c,n MFRS with 1(-.,ditional C&C morrx,?.r not to exceed 3 CO PSF one fact: and 24.0" span cx)osite face. MJ chord design. may be notched ' ,5" deep X 3.5at 48" o/c alms top edge. DO VC:. OVERCUT. No kn,y,s or other lumbcr defects allold within 12" of Right end verl: cal not exposed to wind pressu-G. notches. Do no:,-, rotch in overharg or heel pane See DWGS A12014.NC101014, GBL.111N1014, & GABU4101014 for geda wind Fottom chord clicked for 10.00 rsf non-concurrcr: bottom chord I me bracing requirments. load applied per IRC-12 section 301.5. Deflection mea.... L/360 live alf:, L/240 total lix,,, I. Creep increN , factor for de?e;, load is 1.50. --- 4 , --11 ...--.. I ___..--- 1,.., 3-2-12 1 _..-, 11 ,„ I 0 0-6-12 - IPM2 111111 111 j . I ,. + !il-1-2 1 .....--- FY , 3X5(:2 ------- / ' Fc 7-8-4 3"12 8-0-0 Ove,' Continuous SJ)port „I R ,93 PLF U=17 PLF V=8-0-0 R..,11 PLF Note: AII PlkrT,...es Are 1 .5X4 I :::cept As Showr. Desigr Crit IRC20V/TPI-2007(SM .. c.) •L- PLT TYP. Way' FT/P1 ,2%(0%)/4(0) 16.01 k...-Vj _ .-ks OR/-/1/-/, /R/- ScLla =.5"/Ft. .._._ . .".., — ...:7uss Components of Omp,,o,T (503)357-'118 **VMUINIONW"' LEAD AND FOLLON ALL NOM 7.Pil THIS DRAWING! F., .0„., G IN - ,- -0 j, TC LL 25.0 PSF REF E7175- 91773 825 N 4th Ave,Come hi...,;,:)R 97113 ••I EPORTANT•• FURNIA1 115 DRAWING TO ALL ccormw El,ts INCLUDING THE INSTAL.2.,.5i 0 '1'7311 .1! Trusses '1,A re extreme care in fab-icat.ing, handling, shippin.. r,talling and bracing. R,,,- to ancl follow ,i .' 1915795 IS/ tOk the latest n,i•Lon of BCSI (Building C,a.m,nent Safety Informatiob. ,i TAI and WTCA) for safe,, ,.1 actices prior ,,. TC DL f.0 PSF DATF 03/28/17 to performin, ..11eSe functions. Insta 1,, shall provide temporary lmacing por BCSI. Unies-p.ri,,,,otherwise, ,- tiiimH.'l top chord .2.1 have properly attached,,,Actural sheathing and ,,,..am chord shall have a pr,p,- y attached ii . .,, . Airr BC DL ., - --- 0.0 i' t- DRW GAusR7175 1708707) rigid cellin, Locations shown for pe,c,rent lateral restraint b-nb,s shall have bracing i,,:..3 led per BCSI k ----, T1 sections B, 5/or B10. as applicable ,joly plates to each facc r" .,russ and position as s.loi,-above and on , z rili 0-ii:,.., 1 . the Joint'E,,J Is. unless noted other,,,,, Refer ro drawings 16CA-, 'or standard plate posi..i,-,. l!.,::/29/2017 . BC LL 0.0 PSF CA-a6 BFR/RTT _....- L._ , .....:. 1 Alpine, a d ,sion of 11W Building Cnm,,rents Group Inc. shall .,.b, responsible for any c.15v..r..ion from this ; ...?, ,... a% ,i. _-_- ' i. drawing, n,y r,Ilure to build the troc, 1. conformance with ANSliTI= 1, or for handling, shiv .,, OREGON ' ill' ANIgY“XDNAPANY installati,io 1,bracing of trusses. - ' ,, '...1 TOT.LD. 42.0 PSF SEW, 238505 . A seal on ,n s drawing or cover page 1,,,Ing this drawing. IndiccIA,...potence of profeeeilcom Lmineering 7404,,,I'n.20,1 SI'•te7t responsibill...y solely for the design,th,:ar. The suitability and Lr,:If this drawing for any o..,z-ture Is the .• :. 8.3 1 C responsibIll.y of the Building Design,, ALr ANSI/TPI 1 Sec.2. ''AILD V11•V' DUR.FAC. ' .15 FROM IKE 5. Rmim , .... .. Sacramento,CA "2.ii. For more informatien,1E this job's general notmv snge and these web sites 4,11.......''' SPACING v:. z. .0" JREF 1VZ17175Z09 AlC,I,E" www.alpineitw.com; MI: .4i.w.tpinst.org, WTCA: way,..,binclustry.com. www.ic,sAfe.org A.,,,mmaNgPV,1147 THIS DWG PREPA IF) FROM COMPUTER I NPU T ;;L.OADS & D I MENS I ONS; c..IiWITTED BY TRUSS MI1R 0317210--E0U. D CONSTRUCTION CO. -GREENSWARD SaJTH LOT 9 -- d I :it'�RD, OR - J1 ) „a, ..... .... 120 mph wind, l.:I.00 ft mean h , ASCE 7-10, Cl ! lED bldg, Local.e:-1 1'ochord 2x4 II #2 anywhere in rCi;i.'r, RISK CAT I I r I::XP B, wind TC 1:'I...=4.2 psf, wind ,C botchord 2x4 II #2 Webs 2x4 II Std/Stud DL=6.0 psf. Wind loads and reactions baseda-,n MWFRS with ,'�Ic:,:j i t i one I C&C ml�:,ar.{�'r Bottom chord c,a,;-;ked for 10.00 psf non-concurrl�r�._ bottom chord I "✓e design. Deflection l oad applied ' r IRC-12 section 301.5. mee::; L/360 live anal 1.../240 total loaf:„ Creep i ncrea�E actor Right end vert: r a l not expose-..) to wind pressu for dead load i 1.50. 1 5)(4 III -- p 1 .5X4._ /— ---- ..--- 4 — ----4 I r. 3-2-12 d 0-6-12 1011.1 ______:-.--- 3X5(B2 ,m 1 3"12 1_ 4-0-0 3-8-4 .,..1m1 8-0-0 i.)ver 2 Suppo r .._. R=415 W=`.' R=3:.2 J=6 RL=49 Des i q r Crit: I RC2.L TPI-2007(STI)` r ,F • o a 16.01.�� '�� °';�.. ��F OR/-/1/-.,�� .'R/- ScSE I =.5 /Ft. •A- PLT TYP. Wavrra FT/F C •2/0(0%)/4(0) .. . T WARNINGI IEAD AND FOLLOW ALL NOTE b,73d THIS DRAWING! F....CP {1111 Iil.�t31NE�� '/p_I'� TC LL 2 0 PSF REF V7175- 91774 • **WARN FURNI II 115 DRAWING TO ALL CONTI+�C CAS INCLUDING THE INSTAL,I S `i 10 uss Components of{)r.:1 r r(y503i)�57-'118 19575 Qj?l yy Li'.1Ave,Corm 111:{��R 111 e latest: ss •iii,i re extreme care in fab {rif,nent handling. shippinci,o, ri.tall,p and braclnsafr ,,aoctacesfprior i f� ._ � �'R' TC DL .1 o PSF DATI- 03/28/17 the latest n:i son of BCSI {Building r ,r.nant Safety Informer ior_ TPI and WTCA) for � 11 to perform n _hese functions. mote I shall provide tempora{ I,r'Inj per BCS1. Unless{ :�:.+:,d otherwise, fi _, ,7 1 7 1 top chord .h-:l have properly attache) .:ructus) sheathing and L.,,':. r chord shall have a prvi, Y attached BC DL 1;'"� 0 PSF DRW �"�sR s �0�70 i Locations shown for p errant latero) restraint:c' shall have bracing -i led per 6C51 rigid cell <.: ru-s and positron as above and an 1 ^/ Tq sections N or 610, as applicable apply plates to each fac standard Plate pose ;,,:_' 9 �/ BC LL T, - 1 unless noted oth r 1 Refer to drawings 160,- for I I1,' '_ ,,. „.,,.,, ., I 0 PSF CA-I I-�1 BFR/RTT -, ji1 the Joint I Is. .� 1-L1i 1 f, P� • � IAlpine. scan of IlW Building Crr:..�rrnts Group Inc. sFral) r, 1 responsible for any d •,+.ion from this ipC�n 0,1 a ---fa 4, shi n{ "�! p OREGON ' SII f�+r 1�t@ �-5f "JTI ,r��r _:/ L. - \- drawing, , f,.i lure to bui Id the tru r conformance with ANSIi TI- 1, or for handling, �D i�l; TOT LD •SI I P� `-'�`wll1 23 2 fq{�I-:v i 11�-�M `NY inotallat',ill m bracing of trusses Ih4 i $ wv.'. C FROM 1!�^ A —1.7:' '''..'.!,: eeal on ..I•I n,drawing ar cover papa i-:.:.IIS thla tlrari ng, Indlae.'en.;•oeeaptance o4 prefaasla uu r.a�pinemr ing -',°� Ira?In.Zl),� 9 • DUR.FAC. �,1 J FRVl.fl I f1G C7 C] slbl l I..y solely far the design ih m'. The sultablllty and i.ni..:af thla dreoinp for any:a.^.xture Is the Ir�� 1 5 17Jr.0 7 ar:Ir ANSI/TPI 1 Sec.2. ® • X17 "9 ragporlslAl I I:.i+Of the Building peslgry-IF r„ JR V rL I 4rm nto.CA:.k ,ni.this job's general note, ,-.ge and these web sites SPACING .0 „ 4i{ Ilu ,� For more tw.c m; l Ol- - ,fe.Or .. ...� , EI 1 58G1 iIll1CI1lC.Cr�>: rndustry.com; ICC: www g wve Rtgili 117 .. AI ISI,I::: ma++.alpineitw.com. TP!: WTCA: ww.i., :;j:p{r ..... •• THIS DWG PREPA;!E't FROM COMPUTER INPUr ::,LOADS & DIMENSIO('4S; ,.1miiIED HY IHuss ( 0317210—F011P 0 CONSTRUCTION CO. -GREENSWARD rAJTH LOT 9 -- ii RD OR - K ) Top chord 2x4 11. #2 120 mph wind, '5.00 ft mean 114„ ASCE 7-10, CLGSED bldg, Locatc11 bot chord 2x4 U #2 anywhere in rof, RISK CAT II , EXP B, wind TC [A.4.2 psf, wind Webs 2x4 * Std/Stud DL=6.0 psf. Truss designed ._,r,D support 0-6-0 Lop chord outloirs and claddirj load Wind loads and reactions based iDn MWFRS with Additional C&C ii/mx?r rot to exceed 3 CD PSF one face rand 24.0" span c.713osite face. i'd,:l, chord design. may be notched ' .5" deep X 3.5 at 48" o/c alotT l:op edge. DO rc- OVERCUT. No krIcs or other lumbrr defects allove-d within 12" of lotches. See DWGS A1201UNC101014, GBL_FTIN1014, & GABri101014 for gaWa wind EIo not notch i cverhang or heH panelbracing requirments. bottom chord cic.cked for 10.00 psf non-concurrer: bottom chord I ie load Deflection me _..s L/360 live air:. L/240 total lifwd. Creep increrr iipplied per IR./ 12 section 301 1. factor for de:: load is 1.50. . i 4-1-4 12 / 12 ,. . / 1165111 '', / i, • ,. , fillii II 0-7-4 il 0-7-A I .___ -, II 1p 10-1-2 V 1 .,•,. 1 / // .///// /// ; \ 0C5(B2)(R) Ili 3X5(62)(1) III 3-6-0 -I- 3-6-0 —1 7-0-0 Over CGntinuous Support > R,111 PLF U=23 PL ' W=7-0-0 R..,11/-11 PLF Note: AII PIaes Are 1 .5X4 ly:cept As Snow, Desiqr Crit: IRC20V/TPI-2007(STM ..„... . „,..-.A1 PLTTYP. Wavo FT/FI .2%(0%)/4(0) 16.01 1.4.- .f.k.' OR/-/1/-.,/, ./R/- ScE:ra =.5"/Ft. • ..._ .,....,._..., .......,, • •.,.„, N 4fh AveComIiiDR 971 / .I"::uss Components of Orlitar (503) i1APORTMIT 357-13 118 **WMWUMINGI'”' rEAD AND FOLLOW ALL NO , THIS DRAWING! pr.f..) jo' GINE- .. 0', TC LL 25.0 PSF REF P7175- 91775 825 , e .3: ... “ FURNE,II "i W;AI IS DRAWING TO ALL CONTIAG 0;IS INCLUDING THE INSTAL..IE.,.5; '0 .I'+r; ;' + '4) Trusses -iei, re extreme care in fab-i,ating, handlin , shippinc,, n,talling and bracing. R5,,,.-to and follow , ,,' 1%51,15 -0‘ the latest e,i•.ion of KS! <Building rior..:c,a4lit Safety ignformatior, ,:y TP1 and WTCA) for saff,iy Nactices prior , TC DL .g.0 PSF DAM 03/28/17 to performin, %.ese functions. lnsta L,-, shall provide temporary ',acing per BCS1. Unless ri,ttd otherwise, ,:t top chord ,h,i1 have properly attached i.,,octural sheathing and to,.dH chord shall have a pr,p,,- y attached ii , .. rigid ceilin, Locations shown for puri Nrent lateral restraint c,i wu,s shall have bracing i o,., led per BCS1 ' 1411111 ...."._, Air BC DL 10.0 PSF DRW c:,,!!,,USR7175 1708705-3 _ 7 sections El., ,,Or B10, as applicable a,ply plates to each facc c.,- ,ruSS and position as s..,-8bOve and On .f „,,,,,,, ZI 1 0 r f ' the Joint lc.. Is, unless noted otheruin,, Refer to drawings 161,-, ”or standard plate posi,A,,i,. C: 29/2017 , ji BC LL 0.0 PSF CA-U6 BFR/RTT J ,... . :::: l Alpine, n d d siori of 11W Building Cnrw,,ii antS Group Inc, shall rr.c.bd responsible for any cl,,,,4„iom from thio ,..., L DREGON 111.1' ' drawing, Ecn, fnilure to build the tru,, r conformance with ANSI 1, or for handling, shi,p ,,., AN n'j 1:0BARANY installati,m 1 bracing or trusse, r 0 S' ...4.0 TOT.LD. .V.0 PSF SE0U 238494 A seal on ,11',6 drawing or cover pogo 1,,,Ing this drawing, indic,m,.cceptance of proresalov ,rigineering ..7.4,9406111::,ito._20,'1991:tOr , rasponsibill..y solely for the design illhi,mi. The suitability and Le, elf this drawing for any s..mciure Is the responsIbill.y of'the Building Dasignor A,r.ANSI/TPI 1 Sac.2. DUR.FAC. ' .15 FROH IKE 8351 Rovana(.!:.,,1,-. ?1.ri w.A.N . 3,.......,a, Tor more informatioi nar this job's general noto, nage and these web AlRI,F:: www.alpineitw.com, TPI, www.tpinst,org: WICA: .m,i,,m,industry.com, ICC, www,,,,,,Ife.org SPACING .1 .0” JREF. 1VZI7175Z09 ,tuousJaulauz..____ 1riI UMUIJ rittrtif:1, I rKUra WWI.)ICK Mr,I „IAlitl../3 Of 1./1IVIL.OlaIUPI.O.., ...J:Mil1I1-1.1 U. 1ov,, le,In ( 0317210--FOU',! C, CONSTRUCTION (O. -GREENSWARD SaJTH LOT 9 -- TK;ARD, OR - L ) Top chord 2x4 f #2 :T3 2x6 HF 0: 120 mph wind, ' ,:,i.00 ft mean hg,,, ASCE 7-10, CLOSED bldg, Locatk,A Lot chord 2x4 II #2 anywhere in rof, RISK CAT II, EXP B, wind TC UL=4.2 psf, wind K.; Webs 2x4 * Std/Stud :W2, 'ir5 2x4 HF #2: DL=6.0 psf. ;W3 2x4 DF-L #2 Lt Stub Wedge :-;')4 HF Std/Stud Wind loads arr reactions based c.,n MWFRS with lcliitional C&C moTrar design. Truss designed ',,o support 0-6-0 Lop chord outlucc?.rs and claddirq load cot to exceed 3 CO PSF one fact 3rid 24.0" span oTJosite face. Tr::i chord See DWGS A120MLNC101014, GBL 11N1014 & GABR!N101014 for galla wind may be notched ' ,5" deep X 3.5' at 48" a/c alcyl top edge. DO lq,- bracing requirments. OVERCUT. No Icri -..s or other lumbi - defects allmed within 12" al itches. Do not notch ii werhang or he,17. panel . (a) Continuous lateral restralrt equally spacft on member. Bottom chord clw,,cked for 10.00 psf non-concurrdrc. bottom chord I 've load Deflection mel]!-L.1 L/360 live all:: L/240 total Irx.A. Creep increo ,a 3pplied per IC, 12 section 301 . factor for dec load is 1.50. Shim all suppo--. to solid bear lg. 5X7-'----.'" AL i NI 12 ,-, .. , ., .• 3. Iv 3 3X7 II Of 111111111 ,' .',',. ' , • 1 W5100. T3 12 9-9-13 12 p A- 7 : . A 3X3 0-7-4 I -1-2C:' 0-7-4 40 4,; 4X8(R) 1g 00- . r-g..,. T 40 1 / 3/' 1-5-2 1- .0/ .A I 3X5(132)(R) III .._i_ 0• "'8-(:/ Pr __ R L_ 3X5 . ,. !, 4X5(G1) 1-0-0 1-0-0 1-0-0 -,---,- 9-2-9 :0 1—f7 .1. 2712 :::- - , 21...H 9-2-9 I 5-0-8—I- 17-0 0 Over 2 Sup 8-9-7 6-5-8 Iiiit2 R=12,1 -LF U=17 PLF W.11 -0-0 k,371 U=20 W=5.5' RL=1,d/-13 PLF Note: All Plc--es Are 1.5)(4 Ixcept As Show-, Desigr Crit: IRC201?./TP1-2007(STD) PROZZ•ask PLT TYP. Way, FT/P1 =2%(0%)/4(0) 16.01 Si_,:,,, -- , - -.SA, , . - . -,..---- ‘3- 44, OR/-/1/-/, /R/- Sci-Tha =.25"/Ft. -1Thss Com11ponents of Orgar (503)357-'118 ..VIARNINGI.' HAD AND FOLLOW ALL NOUS n1 THIS DRAWING! -0 11'' ' 41 . 4) TC LL 25.0 PSF REF P7175- 91776 825 N 41 Ave,Come Iii,.:OR 97113 ...IMPORTANT** FURNI,M "115 DRAWING TO ALL CONTW DtS INCLUDING THE INSTAL.ES ,. !/ 19575 , -7.-.,I, Trusses ,i,.i re extreme care in fah•ic,ting, handling, shippim, r,talling and bracing. R,',- to and follow 'iv; : the latest,,,I..ion of BCSI (Building,,,-,,hent Safety Informatics, ::,TPI and WTCA) for safe:, ,ractices prior , iloilr TC DL :,'.0 PSF DAM 03/28/17 to performin,'Mese functions. Inste 1,-, shall provide temporpry ,r,cing per SCSI. Unless ,Ltd otherwise, - ,- 0/0„ .., rPb, , - top chord ,hpi have properly attache,,•ractural sheathing and tJ:c..,A chord shall have a p ' y attached , 40,,4 ,0„, rigid ceilin, Locations shown for p,,rt,rent lateral restraint e.',T,S shall have bracing i..-9 led per BCSI 1 BC DL 11.0 PSF DRW C:ALJSR7175 1708704:3 -.- sections Eb, ,j or 910, as applicable ,l.ply plates to each facc r' ,uss and position as s'ay.- above and on 0-;29/26 7.. ' ' ''l : Al 'LLL the Joint')e., Is, unless noted other,q.,•, Refer to drawings 16C,,,, 'or standa,,ard plate posi:1,-,,, 1 r ' 1:l OREGON ' Ill BC LL 1.0 PSF CA-Ek0 BFR/RTT j) d '.:-.- 1- 1pine, p d ,sion of ITS Buiding Ccimp,tents Group Inc. shall ',J.:.b,responsible for any cl,v 4...ion from this % ,„\ , A ,..e." drawing, vcr, C,Ilure te build the tro,,, 1 conformance with ANSI/TF 1, or for handling, shi,p •-,, _ .. AN lj.W(OMVANY installatiph bracing of trusses. „CP TOT.LD. 1P.0 PSF SEON, 238497 A seal on ,h s drawing or cover pegs ',Imo this drawing, indict...,,ucceptance of professio.a 1,ngineering '44.:,(),..6*N. lie responsibili..v solely for the design S's. The suitability and in,: lf this drawing for any m..r,cture Is the DUR.FiC. ' ..15 FROM IKE responsibili..y of the Building Deslgolr xr ANSI/TPI 1 Sec.2. =11'413:1:11761,.1.20,1 v 7 te,,,,, 8351 Rovana U:.;:.: Sacramento CA,,-, :q For more informatior ,..11, this job's general note, page and these web sites Renews 6(3012017 SPACING :',j',i!: .0" JREF, 1VZ17175Z09 AI P1,F, www.alpineitw.com; TPI, wuw,tpinst,org: WTCA, wivu,,,cindustry.com; ICC, www.ic,,4fe,urg THIS DWG PREPA li FROM COMPUTER INPUT .:IOADS & 13IMEN'SIDNS :.,.,13M1IILD HY IHUSS MI* ( 0317210--FOUZ D CONSTRUCTION CD. -GREENSWARD SOJTH LOT 9 -- TLIViRD, OR - Ll ) . , . . Top chord 2x4 T #2 120 mph wind, '!,;,.00 ft mean hl.,.., ASCE 7-10, CII ED bldg, Located Lot chord 2x4 II #2 anywhere in rooT, RISK CAT II , EXP B, wind TC P1=4.2 psf, wind 3C Webs 2x4 il Std/Stud :W2 a4 DF-L Std/Stud: DL=6.O psf. :W3, W6 2x4 HF i'i:2.: :W4 2x4 DF-L #2: :Lt Stub Wedge ''''xii HF Std/Stud Wind loads and reactions based on MWFRS with Tic ditional C&C Maii-yar design. bottom chord ciccked for 10.00 psf non-concurrer: bottom chord I 4e load Fpplied per IR 12 section 301 ! . Deflection me,2!-s L/360 live alc,-, L/240 total loiiA. Creep incre factor for de load is 1.50. Shim all suppo-...s to solid bear lg. 5X7 Al MI 1 ,! ,4 III .. .. 3X5 12-9-13 isW2 —1 • ' V3. \ .1 \ W3 illi . . ...„ • , , W4 ,.. ., • • ,,,,,,,„, . • ..•, . , 0- -4 ., . ..... ,..• ...,, -. . i. 0-7-4 ''' a 4\4X8(R) 44 10-1-2 ..,,,,411111 III J_ 1 1 i fro 3X7 • 2,1Xi(B2)(R) III (08-8-C .:,.- ril 5X7- 3X3 Ig 30(G1) ›J. 1-0-0 - -10-6-8 6-5-8— — ›.---— 5-6-C, 9-2-9-I- 3-B .9 >E1-7-1.11_ --I 1-3-16 6-1-12 6-5-8 - ---".. 5-6c 9-2-91_ r_________ ...._ f;,..-0-8.....L_ 1 17-0-0 Gver 3 Supporz!:, 7-9-7 6-5-8 11:1 R=502 U=19 W. ,5" R=9::.:0 W=5.5" R=KY::, J=67 W=5.5" RL=191/-186 • Desiqr Crit: IRC201?./TPI-2007(STD -Fs. ... PLT TYP. Wave FT/P .2%0%0/4(0) 16.01.1•44 ---pipsio, ts:/N OR/-/1/-/. /R/- Sc E:I:a =.25"/Ft. -,L.:'-od-, ...., ,' 7:fiss Components of Or,,,:11 (503)357-'11 8 WARNING! FEAD AND FOLLOW ALL NOM; ,.1,d THIS DRAWING! 1.111 TC LL 25.0 PSF REF R7175- 91777 825 N 4th Ave,Corm lii.. ,DR 97113 IMPORTANT'''. FURNIM IIS DRAWIRM TO ALL CONTPAG rJAS INCLUDING THE INSTAL.E,Aii 19575 , Trusses -rd,, re extreme care in fab-t,,:.ing, handling, shippinr, nstalling and bracing. R,..,- to and follow rire the latest eti.ion of SCSI (Building ibr.onent Safety Informatiol, t:,WI and WTCA) for safe,y ,oactices prior i. ;;000. TC DL j'.0 PSF DAT I 03/28/17 to perforM,r1 '..hese functions. Insta 1,-, shall provide tempo,.y .e,icing per BCSI. Unless n,L.,otherwise, ' ' Ao. top chord ,h,1 have properly attache,'- ,foctural sheathing and L,,,,..,1 chord shall have a prsp,' y attached - . 0( ,..,0,01,,, ,..- . ,,,, rigid ceilinr. Locations shown for pnri,vent lateral restraint e-,..e,s shall have bracing i.is..9 led per BCSI i _ r. '''' 1) CA., DL 10.0 PSF DRW GAUSR7175 1708705:3 ,.... T1 sections 1,1, ,r or B10, as applicable !g,ly plates to each fact., c.:' •russ and position 35 5,0,-above and on ) 0._;29/20 7 , z L 0-„, , , the Joint )e_, Is, unless noted otherel.,:. Refer to drawings 16f.e., 'or standard plate posi,,,,. [11 i ' 'N 1 Alpine, r.d .,sion of I1W Building Cei,prents Group Inc. shall re,.e,responsible for any c,,4:..ion from this 'H, ;70711:10, 41! BC LL 0.0 PSF CA—FrCi BFR/RTT ' drawing, aq., f,ilure to build the tru,, r conformance with ANSI/FP I, or tor handling, shi:p ,., ,at, ANITVJ'OONAPANY installati..1,bracing of trusses. TOT LD 42.0 PSF SUR 238490 A seal on ;Al b drawing or cover page 1,,Img this&owingindlacw,licceptence of professiov ,ngineering responsibili..,,solely for the design:111,,r. The suitability and m,:.,if this drawing for any$..micture is the '" .;j1w 0 W•‘A responsibIll-y of the Building Design, wr ANSI/7P! 1 Sec.2. OUR FAC ' ,15 FROM IKE WI Raalla Cf:x: Sammcnto,CA,; 23 For more informatioi ,n,this job's general not., aege and these web sites. Renews 6/30/2017 SPACING :,-J4, .0" JREE, 1VZI7175Z09 Al PIE: wv.w,alpineitw.com; TRI, ,x,sx,tpinst.org; AffCA: wwe.s,rindustry.com, ICC: www.ir,ssfe.org -. . ,. . THIS DWG PREPA;!E) FROM COMPUTER INPUT ..::I..OADS & DIMENSIONS:: T,JMN1ILi) BY I-RUSS Milk ( 0317210--FOU C: CONSTRUCTION CO. -GREENSWARD _SljTH LOT 9 -- TriARD, OR - L2 ) .______ .„..,. .... Top chord 2x4 II #2 120 mph wind, ". .;,.00 ft mean hl.„,., ASCE 7-10, CI HED bldg, Located F2,ot chord 2x4 II #2 anywhere in rf", RISK CAT II , EXP B, wind TC PL=4.2 psf, wind r, Webs 2x4 T• Std/Stud :W2 2v4 DF-L Std/Stud: DL=6.0 psf. W3, W6 2x4 HF iHi: :W4 2x4 DF-I.. #2: It Stub Wedge :7'x4 HF Std/Stud Wind loads and reactions based cn MWFRS with acditional C&C rivITI-yar design. Lottom chord clic.ked for 10.00 psf non-concurrer bottom chord I 4e load epplied per IC. 12 section 301 ::',. Deflection me.i.,„ L/360 live all:. L/240 total Ir:wd. Creep increi,.isa factor for cleH,-E load is 1.50. Shim all suppo-... to solid bear lg. ...iX10(R1) 0 4e: \ 1 .liA III • 3X5 . . 1 / . —1 12 ir9-9-13 3X.5 12 , :a W2 , W3 II . . ' •. ...,_ '.-- ...-- 1-7-4 0-7-4 e. /.( 4X8(R) 8 , a •".'!r * 810-8-1-0 1 _ 1 j-2 3i.,:.Iii _L T / 3)7 . .. _ 5X7= 3X31 “5(G1) 1.3-o 10-6-8 >L-_.... . -5-5-8 L.- 5-67D_ —I— 3-8 .1) ..11-7-11_ 1-3-1...._, 5-1-12 9-2-9 5-5-8 5-6.0 i- 9-2-9 :------ !`:::, 05-5-8 -8 I....-- ----r. ------ 16-0-0 0 , - 3 Supports- 3-9-7 R=463 W=5.5" R=11','4. W=5.5" RL=161/-163 R=112 1..1,,,:{T Desigi- Crit: IRC20V/TPI-2007(SM oi.,.,Ir.'s PR 4,p,.,.. PLT TYP. Way' FT/R1 .2%(0%)/4(0) 16.01 .0 . ccis% OR/-/1/-/, /R/- ScEiTa =.25"/Ft. ._._ ....... ....,, ,...-w. - . l'7uss Components of Or:pr (503)357-'lig snINUMINGF"' KEAD AND FOLLOW ALL ACTE5,M iNIS DRAWING! CO 1,°1' (T.IN P t. TC LL 25.0 PSF7.8,....._ REF I! 175- 917 825 N 4fh Ave,Corm in. )R 97113 ..IMPORTANT" FURNIA1 IIS DRAWING TO ALL CONTMC CAS INCLUDING THE INSTAL.1F.B rzs .j0 ....• ,At1/4 0.:4 vil 1?1, . Trusses -,,,re extreme care in fatriicming, handling, shippinc„ nstalling and bracing. A,-,- to and follow 19578 the latest Es.r.ion of BCS1 (Building ro,,tnent Safety Informatior, ,y TP1 and WTCA) for safe..., ,ractices prior ,,„,- I' TC DL j'.0 PSF OATH 03/28/17 do,., to performir,...hese functions. Insta 1, s.shall provide temporary nri,tng peri BCSI. Unlesis ri,srd otherwise, ( i ,, top chord ,rui.1 have properly attached,.,Lictural sheathing and to,..,iii chord shall have a pr,p,- y attached , rigid ceilin, Locations shown for p,r1,iont lateral re,traint c,,,,j5 shall nave Creci(4; i1.-., lee per BCSI$ Amk ,o /Pr BC DL 10.0 PSF DRW CAUSR7175 1708705 -----, ,,, _ I' sections Oii, S, or B10, as applicable ii.pply plates to each far.. ci- ,uss and position as sio.,- above and on f . - , I Zi i , . the Joint )c... Is, unless noted otheroii,... Refer to drawings 16CA-zi 'or standard plate posiLi,-E.. L =° 1,.„.,,, F . . . . . . . , . ti '14129,1-707.4 - BC LL .','' 0 PSF CA-I16 BFR/RTT 11,,,,J-- _ ,,_ Alpine, .d ,sion of ilM Suliding G.A,,rents Group Inc. shall rio,ID, resixalsIble for any id:,,ii.ion from this , C)REE(3,0 P4 drawing, Eici:, failure to build the truss i conformance with ANSI/IF 1, or for handling, shi,p iir, . i ...... .., AN ITA',.%1:01NAPANY installatidn 1 bracing of trusses. Gm) , .../.1 TOT.LD. 4':::?!..0 PSF SEQ4 238500 A seal on ,,I; i drawing or cover pope I,,Img this,drawing, indicc.,,,cceptence or proneemic.. .ngineerIng li'0':71t, r/ 20 104b t' responsiblii..y solely for the design uhilar. The suitability and m,.,,f this dng rawifor any m s,cture Is the ,,,,, ' ' ,A responsibill. of the Building DesIcevw A,ANSI/TPI 1 Sec.2. '41.., DUR.FAC. .15 FROM IKE 831RovanaC -,,,, ___ ... SaMIIUCWO,C.7. For more informatior ,.,ir this,job's general notii, ,i,gie and these web site, All'1%f: wym.alpineitw.com; TPIi im.w.tpinst,org: WTCA: rimme,,A,indastry.com: ICC: www.ic,,,Afe,org El W30/2017 SPACING 'i,, .0" JREI• 1VZI7175Z09 tpewa THIS DWG PREPAi!1::) I-KUM (UMPUILit Ifil'LlI •;I.UAUb lir LiIMtNSIUPJS.: :,..,1WIIIU./ lilf UW M1.11, ( 0317210--FOLP ID CONSTRUCTION CO. -GREENSWARD .E:OJTH LOT 9 -- ii RD OR - L3 ) , ......... . . ., ...., ,., Top chord 2x4 t #2 120 mph wind, 'f:,J.00 ft mean hl,,, ASCE 7-10, CI LIED bldg, Locatcd lot chord 2x4 U #2 anywhere in ro .r, RISK CAT II, EXP B, wind TC LL=4.2 psf, wind Webs 2x4 it Std/Stud :W3 a4 HF #2: DL=6.0 psf. Lt Stub Wedge ', .x4 HF Std/Stud Wind loads arid reactions based on MWFRS with acditional C&C mcfrr l'a) Continuous teraI restraint equally spaced ol member. design. Bottom chord cloc:Red for 10.00 Fsf non-concurrer: bottom chord I ve Right end yen': cal not exposed to wind pressu-G. load applied pi IRC-12 section 101.5. - - Deflection mezi.:!,J L/360 live alc L/240 total lo-cAl. Creep incrensa factor for den:: load is 1.50. 1 .lE).,,i,l.'1.HI T /44 3X7# ' IC (a) '1 '1[I-10-14 12 1-- - \ , ';::-••• ;:-..,,, \\ R 0-7-4 mIll:C.:.Ell:.'.IR) ill Ao _J la 8-10i-5 /.4010 ,-, T 4Xli 4X3(G1) L.- 5-6-0 ,I, 4-8-4 ,41. 10-6-0 Over 2 Supports-H -, R=572 W=5.5" RL=190/-100 R=489 11= 7 Desigr Crit: IRC20ViTPI-2007(SM 7t;r4,01 "*P4 PLT TYP. Wave FT/PI =2%(0%)/4(0) 16.01 .0,..0)",,IF!':.) . OR/-/1/-/. /R/- - . SCE :' = 1875"/Ft. ,4-............,- . .......,. uss Components of Or:gar ( IMPORTANT 503)357-'118 s*IUUMMING1'"' EEAD AND FOLLOO ALL NIS INCLUDINTHE INSTALS OTTS::.,Pd THIS DRAWING! „,.tN,E., TC LL 2..;'..i,.0 PSF REF P7175- 91779 f BCSI (B 825 N 4fh Ave,Come 111,. OR 97113 ... .* FURNIA1 IIS DRAWING TO ALL COMPAC CG :.$ ''4, ISI ' , A- Trusse ''' re extreme care in fab-1,,,ng, handling, shippiWTCA ac,, n,taIling and bracing. F,-,..• to and follow 19575 'i-:0,. TC DL 1.0 PSF DATF. 03/28/17 the latest ot.i.ion ouilditicm.,cnent Informatior. .ry TP1 and ) for safes, oiactices prior ..- '.!1;11iPl to performir, ..hese functions. Insta 1,-,shall provide temporary ,rocing per SCSI. Unless rrf.frO otherwise, , top chord ,h,, have properly attached.o,hctural sheathing and to,..on chord shall have a prnp,.- y attached 4 , 41111r- 1::',.I.0 PSF DRW cAusR7175 1708706,3 d ceilin,. Locations shown for pnr.:went lateral restraint t,'stsos shall have bracing ils., led per BC DL 641W-• ..., • - li ,29/2017 , ii -, Tm sections f,,,..1Y or B10, as applicable Apply plates to each fact.c•-•.,russ and position as s-lo..,- above and on ' BC LL 0.0 PSF CA-aCI BFR/RTT ..... _ ..:1 1 °A '...- 7:.L7',..::: ;;:::71.7:=..nrror.";d17. ie=eaon from this '0FREGorsi drawing, e, roilure to build the truss r conforrimnce with ANSIJ1T 1, or for handling, ANI ',,'CONAWAY installation 1.bracing of trusses. '41 f, ' ..41 11 TOT.LD. 42.0 PSF SEW. 238502 A weal on ,t.1.drawing or cover page 1,,Ing thle drawing, indlacla,'acceptance of professi,m rmginsering . ,i1,?,(1',,. ._.._!__---,A 44t' 0 n•20 `19c)q! (e,1, ._.. _ responsibili..v solely for the design eri,:ur. The Suitability and la,,I.this drawing for any m..moture Is the responsiblI1Hy of the Building Designa. JE1r.ANSI/T14 1 Soc„2, 8351R(wallaC •NI, '. ''' 1,••D 'it‘f• I' DUR.FAC. ' .15 FROM IKE .._ .... SBMMOt110,aM .1. For more informatior,,ic this job's general notes o,de and these web p Atsltes. Pl%FlT . www.apineitw.com; PI: wew.tinst.org, 110TA, ww,,;orindustry.com; ICC, one,lc,sAfe,org SPACING ','''' .0" JREP. 1VZI7175Z09 . ---------- , Egiewa 6130/20i 7 . ' '— "" ..... .... TMIS DWG PREPA?I: t FROM COMFUILR INNUI .;,LUAUS & UINit I(MS; J:NVIIIItU til 1ItUSJ MI1,. ( 0317210--FOU I::` CONSTRUCTION' CO. -GREENSWARD 'Sl.1TH LOT 9 -- IMARD, OR - X ) „ 120 mph wind, I , ...,. IED bldg,dg, Loca t:r.,. °,.. n here in r:�;:I', RISK CAT I I, EXP B, wind IC I.:I. Top chord 2x4 II #2 p ;:'.42 ft mean h:: ASCE 7-10, Cl ::: ::11 bot chord 2x4 AlII #2 yw =4.2 psf, winla Webs 2x4 '11 Std/Stud DL=6.0 psf. (bottom chord cicked for 10.00 psf non-concurrf tr bottom chord 1 ',.a Wind loads and reactions base_::( d,n MWFRS with r;:d i t i ona I C&C ml:gin'.):ar load applied p ar IRC-12 section 301.5. design Deflection mee.::,: L/360 live and L/240 total lo :.„ Creep i ncrear::F:: 'actor Right end vers:: cal not exposed to wind pressu is for dead load i 1.50. 1 .5X4 III 11 6-6-8 12 0-7-4 m IP- ■, `�.." I1,-2-10 ' ►— "I .5X4III 3:45(62)(R) III L'4...] 5-9-8 .12 5-11-i ,;aver 2 Suppor'l,.:;.--� R=330 W-5.4 I RL=150/-61 R=Wi::. U=79 Des i i' r� Crit: I RC20 I TPI-2007(STI:D ,„tt ' I - -• PLT TVP. Way _ ...... FT/FI f-:::2%(0%)/4(0) 16.0irei. : ,._rt.,_ .Ftc OR/-/1/- ' 'R/- Sc�:II =.375"/Ft.O°WARNING("' N'IAD AND FOLLOW ALL NOT( (:I'd THIS DRAWING! A0"t G`N •/II":uss Com Ave, of Or �c! (9711 7- 118 °C: O CII �. .tl. REF 1,7175- 91780 {� I ••Ie�roRTANT•• I't1M11 11 'f IS YUiNfII1Nc TO ALL CON7•li>U::IJ%es INCLUDING THE IIYSTAI I: �iil TC LL 0 PSF 825 N 4fh Ave,Come lu... )R 97113 Trusses -r,1 re extreme care in fah I sting, handling, shtpp'ru„ n:,tallrng and bracing. F to and follow ,t- .:2- 19575. �� 7;)i, 11. the latest: .''.ion of BCS( (Building I :anent Safety Information- :y TPI and WTCA) for safe..., .n aetiees prior - - „ ,. TC DL 0 PSF DAT(� 03/28/17 to perform' '..hese functions. Insta 1 shall provide temporary racing per BCS1. Unless:r.Kid otherwise, - - — -- top top chord 1'-I have properly attached..ructural sheathing and 1;,....4 chord shall have a pr-p,- y attached Alliiiirrigid cei 1 Locations shown for P - ent lateral restraint pi as shall have bracing 1 led per BCS( / "„/' BC DL 10.0 PSF DRVY III:USR7175 1708707 3 - a 't D1 plates to each fac.. .russ and position as r. • above and on -r -1 - BFR/RTT ,,. � sections 13 . +, or 670, as applicable 1:1 y P � ,- O I� I r the Joint .I,, Is, unless noted other .'.,-:. Refer to drawings 16C,- mor' standard plate posr..i--: I 1.., PSF n V ' o n r conformance with ANSI/ft b ,res for handling, y I 1111. BC LL 0.0 CA I.�Y.I �i.M LII(JJ! �'� � Alpine, ?:,rl ,. Sion f IlW Building ny C�.m-..l ent>Group Inc. shall responsible For an cl:,.. ,Aon from this -'` / =� L- I drawing, n s pageg, shr, OREGON ' g, z. " P:(lure to bund the tru0 AN uv,,r oMP. �nseal1 tiee n , drawing or trusses. V1 _ i OUR.FAC. r 15 FR01'PSF '!' 238540 espons -a drawl or coverI'::I ng this drawing. lndktau erl„:uc+eept®rece of professlt•nu I.hginaarl III I,,'f1.aQ i$ 7 ...., ... .._.. ... .4 TOT.LD. I''.0 JJ I @@ �/c A son II t solely for the design,h,,m. The suitability and ur_ .•rf this drawing for any t�..',.'cture Is the 9111 r -` � YI KE r Ibi I I-'p of the Building Designla tar ANSI/TPI 1 Sec.2 n'•V . 8351 Rovana C Li ��I+ .... 53Crd1111lILt,(A� " For more informatiol r.this job's general not ..,ge and these web sites "" ., ... SPACING 'd" 0 JR VZ 1717520 .. Ir -eww,t t,or- WTCA mm _,c ndust.r com; ICC vn.nu ' E) 9 pins g: i y. .. a ra,or'g ,� :....: ..... AI.I'. .'.�: www.alp'nertw.com: 1F.!.." .,,, ,,, .. �.. � ':1:':p,..ntm bP4f5PJ(1j7 ,,,. .,, THIS DWG PREPA;!I.' i FROM COMPUTER INKI .;I.ONUS & DIMENSIMS; :,..,1011IItU DI IHUSS Nil14 ( 031721() -FOUC., CONSTRUCTION C-Th -GREENSWARD &"..11TH LOT 9 -- ii RD OR - Eu j Top chord 2x4 I[ #2 Special loads, Fot chord 2x4 it #2 (Lumber Air.Fac.=1.15 / Plate Dur.Fac.=1 15) TC- From Pa plf at -0.75 '-iD 70 plf at .38 20 mph wind, .-?C,.18 ft mean hg-L, ASCE 7-10, CLI bldg, Locatcz BC- From I plf at -0.75 .,..c, 6 plf at CAO mywhere in ro .'., RISK CAT II, [ 1P B, wind TC RLA.2 psf, wind IK:: BC- From '0, plf at 0.00 ,AD 10 plf at fl'94 DL=6.0 psf. BC- 36.52 lb Conc. Load at 2.00 BC- 55.24 lb Conc. Load at ,' .00 IPind loads and reactions based G1 MWFRS. Bottom chord ,::-ccked for 10.01 psf non-concur-cnt bottom chord live Cleflection mee.::. L/360 live and L/240 total loac ,. Creep increac 'actor load applied vr. IRC-12 sectir 301.5. for dead load i!..; 1.50. R=67 () 20-'0-14 12 1-11-12 Ii 0-7-4 Is ..... _ i ., ....-=.4 ,..- X5(B2)(R) III 4' ' -12 :•.; .1 .< ' -.11-4 Over 3 li.pports R=167 U=15 !.,.,'i5.487" R=106 Desigr Crit: IRC20V/TPI-2007(STD •,,,,..,.::i - .r..._,... PLTTYP. Way FT/Fi?"1 .:2%(0%)/4(0) 16.01 t* ., .1--, ' ,.. OR/-/1/-./. ./R/- Sclz, =.5"/Ft. ......_ ...... LISS Components of Or (503)357-'118 WARNING! EGAD AND FOLLOS ALL NOTH;:;:rd THIS DRAWING! .00: i 01S INCLUDING THE INSTAL r \te' , 0 , TC LL REF E7175- 91781 ., 825 N 4th Ave,Com:I 113,LA 97113 .•IMPORTANT" PAN I:4.1 "I.I s DRAWING TO ALL COPITMG ......„; pro, 1. ,,,4 G i i k. . 0 PSF 25. Trusses -acJ re extreme care in a -iGiding, handling, shippinc,. n,talling and bracing. Re-,-to and follow ,. ',' 19575. . ....N the latest 0,,i•jon of BCS1 (BuilfbmTPWTCA) ding,o,,tnent Safety Inforatio, :,i I and for safc,,i wacticas prior •• ' i)'' i• TC DL 7.0 PSF DATE, 03/28/17 to performin, ,tese functions. Insta 1,-,shall provide temporary ,r,cing per BCSI. Unless n,tce otherwise, ,A' ''' 11;i0 top chord ,h,1 have properly attached,i,lietural sheathing and tx,....,“chord shall have a prop,- y attached d poi ' . .. rigid ceilin, Locations shown for pnrlarent lateral restraint(,',4,5 shall have Or-acing i,..3 leer BCSI .e 41W...."',.,' BC DL 11 ".).0 PSF DRVII 1.:;!!1.1.1SR717 5 17087065 1, sections El . I.,'or B10, as applicable ,,pply plates to each fac,•ci• ,russ and position as s•tr,- above and on , • 0.., .' z, Li 0 ,i-....., , ; the Joint 15. unless noted otheroi,, Refer to drawings 161M-, Cr standard plate posi:.,,,.. ' ,:: /29/2017 ; b BC LL 0.0 PSF CA-Hk0 BFR/RTT _d ''': , i , Alpine, a 0 u sion of 1111 Building Cid,,Jonts Group Inc. shall t.c.,.1,responsible for any cl.n.,,...ion from this drawing, aly lure to build the tru,s 1 conformance with ANSI:TE 1, or for handling, shi,p .,., OREGON 4 AN .T .CINAPANIY installati.n,bracing of trusses. 0 . .. ..,i) TOT LD Y.F.:?,.0 PSF SEQW, 238552 A - A seal on JI,drawing or cover pegs 1,11,g thla drawing, indicum,licceotance of professiom rholnearIng ilall'il'illn.20,i 94b r . . responsiblii.,,,solely for the design,rh,,w. The suitability and in,,,f this drawing'for any m.,,cturia Is the responsibIlLo of the Building Designiw x,r AMSI/TP1 1 Sec.2. iPi.--b--44... - - DUR.FAC. ' .15 FROH IKE samin,..rox,k9 . For more informatiot-,,E this j 's general note, ,,e and these web sites AIPLEobg , www.alpineitw.com; 1-4,1, wow.tpinst.org; AgeA: 1.9.o,..,,,industry.com. ICC. www.i,c,i1Afe.org SPACING ;,.J,,! .0" JREF. 1VZI7175Z09 IHI Ullklb VKLYik,T,J rKUM!tA/11/11-.11t.K IR11-'tiI ,.1.UHIJJ . 1.111VILIVarIUP., ,..,l,DalIILIJ DI Iri1J.J.3 ( 0317210 -FOU D CONSTRUCTION CO. -GREENSWARD SajTH LOT 9 -- 111ARD, OR - EJ2 ) . - . Top chord 2x4 11 #2 120 mph wind, AJ.89 ft mean hq.,,, ASCE 7-10 C...OSED bldg, Located Bot chord 2x4 II #2 anywhere in r..;.) :t",, RISK CAT II , DU' B, wind TC rL.4.2 psf, wind :It:: DL=6.0 psf. Bottom chord clQcked for 10.00 psf non-concurrer: bottom chord I :ie load Epplied per IC. 12 section 301 Wind loads and reactions based 1:41 MWFRS with ac. itional C&C mcfar design. Ueflection mee: L/360 live and 1/240 total !oar:— Creep increac 'actor for dead load H 1.50. 1.f.).,,97 U=39 • / 3-5-12 it 0-7-4 II , 0) 19- -10 Al .. OMEN (B2)(R) III • . 1 >1-.‹ 2-'I )-8 3-0-12------ -1 l< .-,,-11-4 Over 3 '.3upports ..•,..1 R=224 W=5.48&" RL=77/-40 R=108 DesifIL Crit: IRC201: /TPI-2007(STD -.-0 .0,- ::s - -•L.- PLT TYP. Wavo FT/PI .2%(0%)/4(0) 16.01 il..f-J, ....,?.11 ..,-- - OR/-/1/-1 /R/- ScEla =.5"/Ft. - — . .._ . _ . _. .7,uss Components of OE:9::r (503)357- 118 .41AWAING!'“' HAD AND FOLLOW ALL MDTIS::Al THIS DRAWING! TC LL 25.0 PSF REF E7175- 91782 825 N 4,fli Ave,Corrie1i),.,IDR 97113 **IMPORTANT.. FURNIA1 'MIS DRAWING TO ALL CONTVAC 1/15 INCLUDING THE INSTAL.E.s.$ t, ' ' " 1;11 Trusses -4-1,J re extreme care in fab-lcm.ing, handling. shippinc„. nstalling and bracing. P,,-,-- to and follow Fr.4 ' 1191f:?45 sl:.). 1,.. the latest est-ion of SCSI (Building Cia.xDoent Safety informatior. :,,i TPI and MICA) for safe,y ,ractices prior,' , . TC DL :'.0 PSF DATE 03/28/17 to performin,:.Mese functions. Inst. 1,,,,shall provide temporary lrocing per BCS1. Unless ri,t,d otherwise, k' .' t •,, . top chord ,r1,1 have roerly attache.i. r.i.m,tural sheathing and to%.em chord shall have a pr,..,- y attached ii ' .,.. Air rigid ceilir, Lpp ocations shown for Porl;wont lateral restraint c,we,shall have bracing i,..., led per BCSI BC DL 11::;).0 PSF DRW CAUSR7175 17087041 T1 sections B, :,ir or B10, as applicabl. :4,ply plates to each facr.e .russ and position as s'irpv- above and on 44010, ., .._ _ zi I 9 r 1 , the Joint ... Is. unless noted other,,s.. Refer to drawings 16CA, ,,,,,.,t.fld,,,rd 0,,,e .:,29/2017 ., BC LL 0.0 PSF CA-ELG BFR/RTT ' !! 'N. 1 Alpine, .d ,sion of 11*Building Com,,4ents Group Inc. shall i..,.b,responsible for any dee,r_ion from this , ii DREGON lir ... ' drawing, as., ,oilure to build the tr.-, r conformance with ANSI,rr, 1, or fOr handling, shi.,ti ,„ AN FYJ LOKAPANY installation li bracing of trusses. .0 , , 5 , ...iil TOT.LD. 4 .0 PSF SEQW. 238536 A seal on ,11-m,drawing or cover page ky.,1,0 this drawing, Indic:gm:,,occeptance of professic. rngineering '1;r!;;':2..0:194b .ir ' . responsibill.y solely for the design,b,n. The suitability and.11,,,wr this drawing for any m.m.ture Is the „ .-. .1 responsIbill.y of the Building Design dr xr ANSUTPl 1 Sec.2. . ')E.D W 5.r DUR.FAC. ' .15 FROM IKE 8351 Rama(1'.+::, Ns.. ..... .... Sacramento,CA 95:).- For more informatior:.,v. this job's general not.es. sage and these web sites. AII%E. waw.alpineitw.com: TPI: ,,,w.tpinst.org: NTCA: ww!,. cindustry.com, ICC: www.i, ,Afo,org SPACING ',','z. .0" _MEL', 1VZI7175Z09 1,, ..",,,,A,Ani,n17 '' . - „ .. 111IJ UM1'KtiM:I:;1 rKUPoI tJIYIruIEtc IIYr I ..t/Hua b uIlacPialUfV,S, :.J:MI111CU UI Inu..) RI,a,. ( 0317210--FOU r r, CONSTRUCTION CO. -GREENSWARD ' ':aJTH LOT 9 -- T l` ,''ARD, OR - EJ3 ) Top chord 2x4 t #2 120 mph wind, .64 ft mean h.I ., ASCE 7-10, CI 1::S1IED bldg, Located Eot chord 2x4 IN #2 anywhere in roffL, RISK CAT 11 , EXP B, wind TC LI_=4.2 psf, wind LO DL=6.0 psf. Bottom chord c'litic:ked for 10.00 I:if non-concurrr::Ir.: bottom chord I ve load i pp I i ed per I U, ••12 section 301 Wind loads and reactions based c:4-1 MWFRS with r:ic:d i t i ona I CHIC mcgrxar design. Deflection mee L/360 live anl:I L/240 total low:;— Creep increac -"actor tor dead load I 1.50. 23-'0-14 ..//..///////) R=1/1•' U=64 itli 4-11-12 12 k 0-7-4 PI •::::, 19 . „10 ,.. .,j1l ,'.`i(5(B2)(R) III L,:4-4--1.-- _...._4-4-8 1-6-1 - 1 .c --_ ,;.,,11-4 Over 3 '.La.:pports R=278 W=5.1.1 RL=112/-51 R=111 Desigi Crit: IRC201 "TPI-2007(STI:3; 0,:),,,D iPROP PLT TYP. Wavtrp, FT/E I :2%(0%)/4(0) ,._.._._. 16.01 . !#I "F _ S OR/—/1/—/, :''R/— Sc =.5"/Ft. U, '•WARNINGI' LEAD AND FDLLON ALL NM ;:-:1'i!THIS DRAWING! �A� i u'' ^;;� W-1111 TC LL a.0 PSF - uss components Ave, f Or 4:; (.971137-'118 V i •IIPORTANT•° FURN1 11 1 I5 DRAWING TO ALL coNTl AI"I?as INCLUDING THE INSTAL J ,; ,, REF 87175 91783 825 N 4 h Ave,Come 1�I,.SJR 97113 Trusses n: re extreme cars in fab•I iI'Ing, handling, shi ppinr ri:.talling and bracing fi-;° �to and follow 19575 4'.,; �:"•,� the latest e,i ion of BCSI (Building rnent Safety Inforin.itior ,:;FPI and WTCA) for safe '; ,iactices prior /' , TC DL .0 PSF TF 03/28/17 to PArforin i it.. nese functions. I nets I shall provide tetporlai I c I ng per BCSI. Unless i t.+:.d otherwise, ( l ` -- -. .- -- • top chord ,1•ril nave properly attache) ,,ructus) sheathing and Lo. it chord shall have a pl.�... y attached Ij r DA rigid cei I Locations shown for p,r1;went lateral restraint *,I.�s shall have bracing i _-a led per BCSI \• r/y BC DL 11'•�+).0 PSF DRW ... s 71755 17087 r , I r"l U R 4) Ta ns '"er B10, as applicable :�I:pl plates to each fac:i' .::rues and position as in,,above and on ' �... sectio_ B •- Pp y z I Il r _::::: the Joint - Is• unless noted oth, Refer to drawing 16C-' :' -'or standard plate pose: - I) .29 2� 1 . i, •_ 1J OREGON ,. BC LL a 0 PSF GA-1-��I'��"�i BFR/RTT L�LJ 'N Alpine, € I - sion of 11W Building C I:,.icant,Group Inc, shall .ha responsible for any cl.i , ion from this .,,—_ ,__— .. LLLJJJ 1111 drawing, e,I n,dare to build the trussr conformance with ANSI IT I, or for handling, shim �� I) ANI'1%_ aNsAPANY installation bracing of trusses. aff bM If �! , TOT.LD. 42.0 PSF SEQIi!• 238538 A peel on :if.'s drawing or cover page 1:.::Ing this drawing, indlc¢cir.: ,, P :ng 7 "in. Q '�g� �'I: .icceptanq of rofeas 1 c rn, r 1 near I 1�-a I --- —...-. .... ..'. .... responsibl l i :p solely for the design In•.xr. The sultabllity and ti,,::::If this drawing for any ia..ri-Ature la the ir`/.�j r� 7e -T---- FROM IKE responslbi I I:.yI of the Building Design ii n::ir ANSIlTP1 1 Sec.2. ,,, aw C Q■r —_ FROI. TSL W I Rmal1a C e . u0 DUR.FAC 1� I t For mare information:::u;.this,job's general note, ..q�ge and these web sites' SPACING 0 JREI �a ranlelllo,CA is 5i 717 Al.p '.I::: www,alpineitw.cam; 7P1: :.w-,w,tpinst.org; YYTCA: ww;i,;:;r.industry.eam; ICC: www,ie..:'=.�.�ifa.org I.),}n}ywg�3Qi�'!7 •,•,_ ,M• „•, �� O „-•. ,••, IrlI UVVIJ rRE.r/i,I,, rrWIVI ,VIVIrt./ICR IPirl, .,MM.,' Of LJ1IIIII.-IV,IIAN, . ,MI"•0I-, l/I IINAJJ, ITI,II, ( 0317210--F0IP C, CONSTRUCTION CC. -GREENSWARD FAJTH LOT 9 -- ii RD OR - SJ1 ) Top chord 2x4 .11 #2 120 mph wind, Ai...38 ft mean h ASCE 7-10, CLOSED bldg, LocaleJ Lot chord 2x4 'II #2 anywhere in ro ,f, RISK CAT II , EXP B, wind TC PL=4.2 psf, wind DL=6.0 psf. Uottom chord cic,cked for 10.001 rsf non-concurrer: bottom chord I ie load Efiplied per IU, 12 section 301 . Wind loads ard reactions based cfl MWFRS with alAitional 08f0 mcv: r design. Deflection meez,::, L/360 live and 1 /240 total low:. Creep increa -,c. -actor for dead load i!,i, 1.50. R=6i. J=25 1 +21-4-11 .• .• • 2-5-9 0-7-4 PI ... .... ok/ III ..,ThX] _*19-2-10 , s.,,..•1 . --- -cii....._-.4 R=37 • 3X5(B2)(•) III Lc 1 1 >1*-1-11. ,:-.-------->-L8" J 2-5-12 Ovn,r-- 3 Supports r-- R=193 W=5 1'..)" RL=55/-23 Desigr Crit: IRC20V/TPI-2007(STIY ,o ,r.ii0:1,,,p7)PROq. PLT TYP. Way' FT/F1 .2%(0%)/4(0) 16.01 .ill! q;.,,, ,,„._ --. - , is' OR/-/1/-./. /R/- Sc II =.5"/Ft. Components **IIMURNIPOW" HAD AND FOLLOW ALL NOTES THIS DRAWING! Cof Org:q- (503)357-'118rro. ,,,,IP .14, ,ta .01,41,1i, TC LL 25.0 PSF REF R7175- 91784 825 N 4th Ave,Come I(1.3 OR 97113 ..IWPORTANT.. FURNI,M IIS DRAWING TO ALL commx ots INCLUDING THE INSTALJE,S Trusses ,,, re extreme care in fah 1,ating, handling, shippinc„, ',tailing and bracing. F,,,,,• to and follow 1V5715 the latest:e,i•ion of SCSI (Building Ccw:a,nent Safety Informatioe. ,,,TN and WTCA) for safe,.:, ,ractices prior ,t- IlTC DL ,'.0 PSF DAM 03/28/17 to performin, .hese functions. Insta I,-,,shall provide temporary ,r,lcing per SCSI. Unless n,tcti otherwise, .i top chord ,h21 have properly attached-,:ructural sheathing and 1:c,..,a chord shall have a prap,:- y attached A ' 600 . , LP II BC DL rigid cellin,.. Locations shown for p,rf arent lateral restraint,",,,,,S shahave bracing 6 pI i,.., le er SCSI 1',I).0 PSF DRW 1.:4,111SR7175 1708704,4 .,.. • sections 13 , .&.'or 610, as applicable s,ply plates to each fact G ,uss and position as s...!.-above and on zii 0 r::::4 I : the Joint Ie.., Is, unless noted othei:e I,,,, Refer to drawings 1 6t)i,,, ,ar standard plate pos.i:.i,,!... ZL ,..."-----_ I Alpine, e,d ,soon of F1M Building(,om,,rants Group Inc. shall rr, be responsible for any cl,,, 1%,lon from this Di." 7i1 OREGON - :, • BC LL ,';').0 PSF CA-FIG BFR/RTT drawing, s,', r,lilura to build the trot, r conformance With ANSI/IT 1, or for handling, shi,u ,, 0'I, 4 .oft,0 TOT.LD. 42.0 PSF SEQN. 238507 AN Ili•,,,V1,:ONARA.NY ,nsta I I at Lae 1!bracing of trusses. Ais 4,,!L r,„ ,„tib It%,J A seal on 7.17..drawing or cover page 1,Ang this drawing, indietto,,wcaptance of professIo. ,mglneering ,7,e,... .20,Vi 4 11- responslbill ,y solely for the design.b,:w. The suitability and Lit,:.,4f this drawing for any n..m.ture Is the Liripw,_ responsilbill: of the Building Design,r A,ANSI/TPI 1 Soc.2. Ilik.i.2L•D W•1'i DUR.FAC. ' „15 FROW IKE 2351Rm..c:-..&. 'lip ..... .... Sacrmicrito,CA9 Fotfneti ,,iii this job's general note, a,ge and these web sites, SPACING '.,', .0" JREF. 1VZI7175Z09 ALPIE: www.alpineltw.com; TFI, m,w.tpinst.org, WTCA: mie,!,..A:industry.com: ICC: www,ic,safe,org 9;onews 6/3012017 ., .. .. „ , ,..,.. ..,. THIS DWG PREPA 1-1 FROM COMPUTER INPUT ,;;LOADS & DIMENSIONS :'.:„)MIMEO 13v IRUSS MI-N ( 0317210—F0W; [:, CONSTRUCTION C:7.). -GREENSWARD Sa.JTH LOT 9 -- 1 IMAM), OR - SJ2 ) Top chord 2x4 ir #2 120 mph wind, ;-,' .38 ft mean 1-vi.,.., ASCE 7-10, Cl..Nii IED bldg, Locatei IIII:;ot chord 2x4 II #2 anywhere in r :f:', RISK CAT II , EXP B, wind TC l,1.: 4.2 psf,, w i nci DL=6.0 psf.. LIottom chord c lcc.ked for 10.00 risf non-concurrer;::, bottom chard I •4e load .;'pp I i ed per IR'",,. 12 section 301 !- „ Wind I oads and react i ons base!:::I c,n MWFRS with ;lc cl i t i ona I C&C mari--:),ar design. Def I ect i on mee:::!: L/360 live and I..,/240 tota I I oac: . Creep i ncreac "actor tor dead load H.; 1.50. R=151 U=55 23-4-11 .• 4-5-9 Z 9 ../ . ..- 11 0-7-4 pri a - -= 6Z, 19-2-1C .., .. ..... .... I .,,,'' , 01.•=44 pi...- ...• • . ::.3X5(B2)(') III R=55 U=11 . . .i ., I'< 1 I >•1--7.-I 1-11, d• >t< ,--1 -4-0 H----- 5 ' -12 Over 3 ','... .pports >.!: R=252 W=5 f.," RL=100/-3 • Desiqr Crit: IRC20V/TPI-2007(STTI', 0,,,-"IY-Co PROA- 0 4.,r, PLT TYP. Wave FT/P1 .270(0%)/4(0) 16.01 •# i-:-,:!' ----'-- 4S" . . OR/-/1/-1 /R/- ScuLa =.5"/Ft. _...... 7fuss Components of Or:9.1,:r (50)357-'118 WARNING!b''' VEAD AND FOLLOW ALL Npam,,AI THIS DRAWING! di:;061 TC LL 25.0 PSF REF P7175- 91785 825 N 4fh Ave,Come lii-:4,f)1Z.97113 "•I1FORTANT•• FURNI,M IIS DRAWING TO ALL commc nis INCLUDING THE INSTAL V. S 41 Trusses -c0J re extreme care in fa .ica,ing, handling, shipinc, 0,talling and bracing. R,-,-to and follow 19575 -,-?'•:- the latest 0,0.lon of BCSI (Building Coy n,nent Safety Informatio, ,,,TPI and WTCA) for safe,., ,ractices prior ,/!" r r-, TC DL ,T.0 PSF DAM 03/28/17 to perform!,..hese functions. Insta I.,.-1, shall provide temporary lrncing per BCSI. Unless.h.,r,otherwise. .1 ,I pp Allfr!' top chord have roerly attache,I.:.,inctural Allik sheathing and ta,,,i chord shall have a pr,p,- y attached A - rigid cell!,, Locatjons shown for p,rAar,nt lateral restraint c,00,s shall have bracing i,..n led per BCSI 11 . fr ,,.. 0, ' BC DL 1 C:1.0 PSF DM CA,USR7175 1708704.3 •• 7 sectionS EM 5i or B10, as applicable njoly plates to each facc. c"' ,uss and position as s..,c,:-above and on z/ I f.)—(ii.-,,, i , the Joint )0., i5, unless noted otheri0,., Refer to drawings 1(iCA., -or standard plate posi:.i,,,, 0 ,29/20 7 BC LL (:).0 PSF CA-HkG BFR/RTT , - 1 Alpine, a d ., sion of IlV Cui/cling Com,,nrents Group Inc. shall ro,,b,responsible far any c12,,4,.ion from this , ..... OREGON .. • ..1011.?,011' drawing, aj, ,,ilure to build the tru,, 1 conformance with ANSI/fF 1, or for handling, shi,p -,j, - IS1 l'ih AN 1:f''i: r:ON4PANY 1 nstal i,,r1 3,bracing Of t rtiSS... .4114, 0.r, TOT.LD. 42.0 PSF SEOM. 238509 ' 7..qi,,b,7.17.20,190- O.() A see! on .2.11 z drawing or cover pogo 1,.:Ing this drawing, indica,u,'acceptance of profeaSiovi ihginsering responsibili..v solely for the design:411,,e. The suitability and f this drawing fol ',iv,:Ir any m.mcture a the respensibill,y of the Building Desigrwir :iii.rANSUTP1 1 Sec.2. ,.,,,,,,„”, D W• DUR.FAC. ' .15 FROM IKE 835 I Rama C:.-o: Sacramento,CA For more informatior,,II., this job's general notes Dnge and these web sites. SPACING ',,j'i .0" JR I- 1V217175209 AtP1,E, www,alpineitw. om, TPI. ...iw.-tpinst,org: WTCA, wien,,,,,,indastry.co, ICC: www,,,,ife,org i:enews 6/Hi 2017 , . • - THIS DWG PREPA 6: FROM COMPUTER INPUT ,I.DADS & DIMENSIONS]: l:.1 WITTED BY TRUSS MIF ( 0317210--FOU;! D CONSTRUCTION CO. -GREENSWARD OJTH LOT 9 -- ill RD OR - SJ4 Top chord 2x4 T #2 120 mph wind, ,-'' .25 ft mean hl.,.., ASCE 7-10, Cl ED bldg, Located Lot chord 2x4 t #2 anywhere in ro,:. F., RISK CAT II , EXP B, wind TC PL.4.2 psf, wind 30 Webs 2x4 11 Std/Stud 01_=6.0 psf. bottom chord c'wcked for 10.00 psf non-concurrdrz bottom chord I ie Wind loads and reactions based cn MWFRS with acditional C&C meTryar load applied per IRC-12 section 301.5. design, Deflection mee:::::3 L/360 live and L/240 total load. Creep increa 'actor for dead load H 1.50. R=33 9 1 1 .44_21-4-11 i . 2-5-9 1-7-2 1 .:i.:(.4,III R=8 . .1.‹ "›.1 6 8 3"1 "10 7,1.7 1-1-15 Gver 3 Supports R ,64 U=9 Des i IT- Cr i t: I RC20'I;'.7.-1-P1-2007(STI) ,,,,,'',1[A)PRO, ILT TYP. Wavi,. FT/P1 .:2%(0%)/4(0) 16 or., .;:.,:,,,::,,: ,, . , ..,,;,,,, ,,,,,,,‘ . • Pdi_____"'-...irliiiimii- OR/-/1/-/. /R/- ScEl•a =.5"/Ft. _.... . ., l ,If USS CO mponolts of Or4,2:1 (503)357-2118 ..VARNIPMG!'" FEAD AND FOLLOW ALL NOW;.,:lY THIS DRAWING! TC LL 25.0 PSF REF P7175- 91786 825 N 4th Ave,Comc iii,.,4 r'.1)R 97113 ..IMPONTANT.. FURNI,V 1-15 DRAWING TO ALL GONTFAG GIS INCLUDING THE INSTAL,R3 Trusses -....,re extreme care in fab-ic.,ing, handling, shippinc., n,talling and brecing.SCSI (BId g S B,,,-to and follow .:1 ' 19575 il,,, the latest ei.i•jon of uiinCcg•,cnentSafety Informatior, ,y TN and WTCA) for safei ,ractices prior t.' 11.'''' TC DL .:?'.0 PSF DATE 03/28/17 to perfornur, ,hese functions. Insta li,, shall provide temporary ,racing per SCSI. Unless nztE,otherwiSe, .0 -. . , top chord ,V.I have properly attache, .,iiirctural sheathing and rti,,,ia chord shall have a pri,rr,' y attached rigid cei1,1,. Locations shown for pririr,i ent lateral restraint r,,v.,s shall have bracing i,,,, led per BCSI 4 e, ,.... , .4"" BC DL 10.0 PSF DRW I:i.0,USR71 75 17087055 '-` ,„ T. sections 0,, 51 or B10, as applicable ,pply plates to each facr, ,r. ,russ and position as s.,,,• above and on ': ,, 4 (.1,, the Joint li,., Is, unless note,otheririi,.. Refer to drawings 16CA e 'or standard plate posi.,,-,, ,. 1..=29/20 7 , fi BC LL 0.0 PSF CA-FLO BFR/RTT I--iN. Alpine, .d sion of 11V1 Building C.siirrirents Group Inc. shall IT, h,responsible fur any ch.,.,r..ion from this -----1_ ,J ...,.. ',,,. OREGON v drawing, .-ly f.ilura to build the tru,s r conformance with ANSIITF 1, or for handling, shi,p ,L, ', 0 . ss,111 AN 1;Ylit:OMPANY ir,,,.11.tion s!bracing of trusses. .eY'4,., ,fl TOT.LD. 42.0 PSF SEQW, 238546 A seal on Ji lli drawing or cover page I. Sq this drawing, indlocm,facceptance of proressicca HngineerIng ':7 IN:Ai en.20,'AO,' reaponsibill..q solely for the design,&v,,E. The suitability and im,,F this drawing for any m,r,cture Is the ' 4,r.,, . --- til,Cre responsibill. of the Building Desigmr A,ANSI/TPI 1 Sec.2. DUR.FAC. ' ,.15 FROG IKE R351 Rovana(nit.',. -.0, .. Sacramento,CA)i.::'? For more informatior i ,this job's general note, ,irirge and these web sites. A1111E, www.alpineitw.com; TPI, m,..tpinst.ory; TCA: imir,,c:industry,com: ICC: www,i..,s-ife,orgSPACING ;,`',!: .0" JREF. 1VZI7175209 Renews 6130/2017 - . . , . THIS DWG PREPA;tE) FROM COMPUTER INPUT .;LOADS & DIMENSIONS:: ,".,,i TWITTED BY TRUSS IVR ( 0317210--FOU C, CONSTRUCTION CO. -GREENSWARD SOJTH LOT 9 -- ii RD OR - SJ5 ) . „. . . . ........ _ Top chord 2x4 f #2 120 mph wind, .::)2.25 ft mean h ASCE 7-10, CLPSED bldg, Located bot chord 2x4 f #2 anywhere in ra:.T, RISK CAT II , EXP B, wind TC ri=4.2 psf, wind 3O Webs 2x4 11. Std/Stud DL=6.0 psf. Eottom chord cii-[<:;ked for 10.00 p.sf non-concurrer:::. bottom chord I ve Wind loads and reactions based cn MWFRS with acditional C&C aw,nr load applied pr IRC-12 section 301.5. design. Deflection mee:.7. L/360 live and L/240 total lo : Creep increae 'actor for dead load i,., 1.50. R=123 RL=63 --7-- q [ 0 23-4-11 7ZZ ...' ... .• 1 -5,44-Ill 1-5-9 7'.., 7 .71.- 1-7-2 . ..., , 11.131 i , 019-2-10 R=8 1 , :::(4.111 ›I 6.1-‹ ::-4-0 x1T10 r-77 k,Y3-9-15 Over ',.3 Supports R=143 U=.' , Design Crit: IRC20ViTPI-2007(STD ,w, ,,,,,: 4.0 PROA-z. _. . PLT TYP. Way o FT/P1 .2%(0%)/4(0) 16.01 vi,Po::, - crtv OR/-/1/-/. /R/- Scti.s. =.5"/Ft. • . ir,i...dimme...... , . • ;1. ,_. .1 _......_ '7i.uss Components of Orq,ai (503)357- 118 •41MARNINGI— FEAD AND FOLLOW ALL NOT .1'N THIS DRAWING! .:..... idIV,,,X`-7 .c., •• 0) TC LL 25.0 PSF REF R7175- 91787 825 N 4411 Ave,Comc lii,. :)R 97113 ..1WPORTANT°. FORN1141 TIS DRAWING TO ALL CONITAG GIS INCLUDING THE INSTAIG . 0 ,1, ,;;,, ..ne-7 11, Trusses -,,A re extreme care in fab-li,iting, handling, shippinc, r,talling and bracing. P.,,,-to and follow , ,''' , ;.-,..,5 , fr;',11\, the latest:e,i•.ion of BCS1 (Building,,ccxalent Safety Informatior. ,7,TPI and WTCA) for safx,7, ,,actices prior ji-; '' TC DL i'.0 PSF DATE 03/28/17 to performin, .hese functions. Inst. 1,,shall provide temporary ,r,cing per BCS1. Unless nsr,d otherwise, , sAIV top chord ,h,1 have properly attache,' tural sheathing and LO,.,.4 chord shall have a pr,p,." y attached i ' .. 10.0 PSF rigid ceilin, Locations shown for p r,,rent lateral restraint c"'",x,shall have bracing ils.a led per BCSI 1 401W---'" - ' , BC DL DWI 1-....AUSR7175 17087043 B10, as applicable .,,pply plates to each facc c" ,russ and position as,....›,- above and on ', iP . ,,,41 I lj l'''''':. . ; 7,7, .::•C 1:0.7:fd ,:nrro::dli11re's=711°f:treaPn7con from t " ' 11___ his 0 ,29/20 7 OREGON , BC LL . ,, 0.0 PSF CA-a0 BFR/RTT _. ..... _ drawing, al:, C,Ilure to build the tru,s r conformance with ANSI/Tr 1, or for handling, shi,ip ,,, 0 : - ..t il' AN 1,FV1;,cOmpANy instal lati,in qf bracing,trusses. ' '411.14. A • 1.... TOT.LD. 42.0 PSF SEQW. 238548 . A seal en ,h ,drawing or cover page 1ng thio droning. Indic:Fyn,Acceptance 01'prohmaisla ,ngineering 'Ill:..'".,.'n.20,j9 v 4e;IC- respons101[1.4 solely for the design,h,:a. The suitability and IA,.:,1.thls drawing for afl}i w..r.eture la the ,,,,I .,, rosponsIbIll: oT the Building Design, A,r ANSI/TPI 1 Sec.2. to w.ra OUR FAC ' .15 FROM IKE 8351 Rovana CA,:, ' • Samunctilo,CA i;i•: For more informatioi ,,ic this job's general nota, ,,,ge and these web sites 'Llifteftmem....- ALP1%E.: www,alpineitw.com, TP1, w•Jw.tpinst.org, WTCA: vokrA,,cinclastry.com, www,ic,.afe.org SPACING ;)z .0" JREF. 1VZI7175Z09 Ranews el/80 201 7 . . . . . ,..... ..., THIS DM; FRETA,!k:) I-RUM GLIMPUILK INMI I.U.III. tl, LIIMU\J ILIPI : :,1lielIILI) DY IF(./ , MA, ( 0317210--FOU CCONSTRUCTION CO. -GREENSWARD SOLITH LOT 9 -- ill RD OR - MR1 ) .... . . . ... Top chord 2x6 II SS Special loads Eot chord 2x4 II #2 (Lumber -7iir.Fac..1.15 / I'late Dur.Fac..1 15) TC- From plf at -1.38 -.AD 1 plf at 2.42 20 mph wind, ";.'.!',:.'.37 ft mean hg-..., ASCE 7-10, CLO..r..::E) bldg, Locate TC- From i(, plf at 2.42 •.c 2 plf at 7.42 ,mywhere in roci-, RISK CAT II , [XP B, wind IC NAA.2 psf, wind EC., DL=6.0 TC- From ' plf at 7.42 .•,c 1 plf at .73 psf. TC- 67.02 lb Conc. Load at 7,42, 3.02 TC- 96.89 lb Conc. Load at .92 Wind loads and reactions based cl MWFRS. TC- 151.42 I-::: Conc. Load at C.35 TC- 141.45 H Conc. Load at 7.42 Deflection mee_,3 L/360 live alc L/240 total lo-i,A. Creep increna factor for deer load is 1.50. R=297 U=11' ,,,,,,. ''';''', . .,,,' /7''''' 7.2 1--- ...- ..,.„.... 5-5-5 ,,.. ,,..,. .,..,..„ ... ...• ,••• • ,-- ii 0-7-4 . _ Pgid 1 . OB=Bil .• ....„•••• 2X4(A1)--- 1.- 2-3-8 ... Fc: 9-8-12 Cler 2 Supports' R=243 U=73 W=5.9" • „ Desiqr Crit: IRC2OVITP1-2007(STO PLT TYP. Wave i 2%(0%)/4(0) 16 01 FT/P1 . 1W • • .A..lw- r,,.iish ,,— OR/-/1/-/, /R/- ScLa =.375"/Ft. _,... :::uss Components of ORil,N. (503)357- 118 s*VMUININGI"" WEAD AND FOLLOW ALL NOUS:.:rd THIS DRAWING! 825 N,1111 Ave,Come lii,.::LA 97113 IMPORTANT.' FLIRWH 'TIS DRAWING TO ALL comm.;0,tS INCLUDING 11IIE INSTAL ; re... „,0„ . . , . , 1'111\ TC LL .25.0 PSF REF P7175- 91788 Trusses -,J re extreme care in fab.•,,,:ing, handling, shippinc. nAtalling and bracing. P.,,,.!!!to and follow vc 'e. 19575. . .6,', the latest e,i•.ion of SCSI (Building,or,cnent Safety Informatiov, ,y TPI and WTCA) for safe;y A actices prior !,, TC DL ir.0 PSF DATE 03/28/17 to perform', .hese functions. Insta ic-s shall provide temporal y ,',clog per BCS1. Unless nuccd otherwise, Ar top chord ,h,!1 have properly attache,'!,,ucturai sheathing and hy...,a chord shall have a pr,p,! y attached A , rigid ceilin,. Locations shown for pnri;want lateral restraint c,veos shall have bracing i!is., led per SCSI i 4110k,,,, :_41;11 BC DL 'I .,'1.0 PSF DRW 1:AUSR7175 1708704:5 B10, as applicable 4.ply plates to each facc c" ,russ and position as E-a,-above and on '' Zi ti ij 1 II "'-'N, the Joint'11;,.,, Is. unless noted other,,,, Refer to drawings 16.4., 'or standard pldte posi,j,,,. Alpine, p cl ...sion of 1114 Building C,,mr.stents Group Inc. shall .b, responsible For any tinv.,..ion from this , ) ;29/20 . - BC LL 0.0 PSF CA-Ek0 BFR/RTT „.....- 1...il i OREGON . • drow,,, ,„ n,ilur.to build the tri.w.s ' conformance with ANSI/TP 1. or for handling, shiv !,, ' G.) t'. AN f1,33MFANY i nsta I lati!:,n 1!bracing of trusses. TOT LD ,C?..0 PSF SUM, 238556 we, ii..:.,. 00.. ftri A seal on Iii b drawing or cover page 1,,Ing thla drawing, ladlocm,'Acceptance of profeaslc,. ,ngInewrIng Irit,'44,").20,'19_ - et. , . rosponsibill y solely for the design!lb,U1'. The suitability and mv,:)f this drawing for any m..m.ture Is the 1A.•— - - yklre• DUR.FAC. .15 FROH IKE responsibil of the Building Dusign,.. A,ABIBI/TP1 1 Bec.2. )„ D w. ,, , 8351RawlaC . .., saermento,am , For more Ti ,,tu this job's general note, zi,,ge and these web sites. ! ., ,,......- A1P1j:: www.alpineitw.com; I, wuw.tpinst.org; W,TCA, mm,,,A,industry.com, ICC www.i,,,sfe.org Prews GM/2017 LOADING SIT ABOVE JREF, 1VZI7175Z09 ,___. ..___„, , ,_. 4 \ o � c /-� ['��,� Eli � b e � ` ba J am. L i ../ii 1 o 7-1 „,_, :........_ , „.._,. __ _ _ ___ __ Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or 1--Reinf, •� `-.� is specified on a truss design but an alternative web L- Reinforcement: or '� �. reinforcement method is desired. L-Reinf, ( i ��` Apply to either side of web narrow face. / �,� Attach with 10d (0.128"x3.0',min) naiLs at 6" o.c. Reinforcing member is y y\ r� \ `o t e a minimum 80% of webmentr length. fC ` \ 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. \ \j Z '---, T / -- -1 Alternative reinforcement specified in chart below may be conservative. I i me , XI For minimum alternative reinforcement, re-run design with appropriate t reinforcement type. -- T-Reinf. L-Reinf. __ ________ — Web Member Specified CLR Alternative Reinforecement Scab Reinforcelent! Size Restraint T- or L- Reinf, Scab Reinf. -- 2x3 or 2x4 1 row 2x4 1-2x4 Apply scabs) to wide face of web, _- 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. __ —._�. _ _____ Attach with 10d (0.128"x3,0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o.c. Reinforcing member is a . 2x6 2 rows 2x6 2-2x4(*) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 _ 2x8 2 rows 2x6 2-2x6(2% • Scab Reinf. T-reinforcement, h-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. • i /i (SE) Center scala on wide face of' web. Apply (1) scab to each % Z" face of web. / III zz' I iw*WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! �- ��A• " wl ' 0 -' T C L L P J R CLR S i l b s . . IMPURTANTw. FURNISH THIS DRAWING TO ALL CONTRACTORS .INCLUDING THE INSTALLERS. V r 19575 2 I Trusses require extreme care in fabric.ating, handling, shipping, installing and bracing. Refer to and - p Tl DL. REFDATE 10/01/14 follow the latest edition of SCSI (Building Component. Safety Information. by TPI and SBCA) for safety t.'^ r '` -..-- _ / _ practices prior -Co performing these functions. Installers shall provide temporary bracing per BCSI. f Unless noted otherwise, top chord shall have properly attached structural sheathing and 'oottorn chord, / _-- BC DL PSr DR\!G won oc'UB1014 �,, shall have a properly attached rigid ceiling. Locations 57ns shown for permanent lateral restraint of webs r'I " -- , shall hove bracir7g installed per BCSI sections B3, B7 or B1U, as app tale. Apply platen to each face L(29/20 7 I p t l- /,l I of truss and pnsition ns shown above and on the Joint Uetaiis, ante=s anted otherwise, I BC L L PSE /!J i Il ,� \� i Refer to drawings I60A-Z for standard plate positions. I.,�g� Alpine, a division of ITW Building Components Group Inc. shall not ice responsible for any deviation from I I TO AN ITW COMPANY this drawing, ar,y failure to build the truss in conformance with ANSI/TPI I, or for handling, shipping, 14,'41;',t.20 i941:1''!:t TOT, LD REF installation & bracing of trusse ' —_ — A seat on this drawing or cover page listing this drawing, indicates acceptance of professional ! '"yip engineering responsibility solely for -the design shown. The suitability and use of this drawing 1.1'911.D. Vti• CUR. FAC, for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.E. 0'w 13389 Lakefront Drive I'rr more information see this Job's general Hetes e and these web sites' SPACING Earth City,MO 63045 J 9 p-9 + ,Iowa 918171X117 ALPINE: www,alpineltw.comi TPI: www.tpinst.org; SBCA: wwwsbcindustr'y,org; ICG www,iccsafe,org K - 1 - r a m e _) e a II.. s Hip Erame \iv 4X4, Min, --____ / - - --- - i - / Common 24 - - �� - /-- L__ Trusses // \ —1 1 \A/1,5 X3 /1 I N i - � _ - Typ, -� , \ -- �-o-� h _ / ;; "'r Stepped Hip ),/,, � 1' a a 1 � - System Trusses Ex4 Purlins 2x4 Chords - - / • • s • s � • *: :1 I End Jac <.5 1 `' ------- K\ - _� MN _-- "-N--- -�P i t c he d an d Sheathed 1-_ Li 1 i Chord r r { a // �` Hip Eramex i B -` Bottom Chord o- Attach hip frame to flat chords of stepped hips W 3X4, M/in, - at all overlapping points with 2--10d (0,148"x3") W3X4, Min, Hip (-rade, R' / common nails, Bottom chord of Hp frame to be / attached to #1 hip with 10c1 common (0.148"x3") -� nails @ 7 o,c, maximum spacing. Nip Frame Hipframe stops at plumb cot of p p .---,..:-.-i (/ - `�I _ _ Sec ., 1nn 13 - _ ; jacks to maintain pitch continuity, I�i _ _ �� I Hip frame lumber is SPF, So. Pine, HE, 0.4.-F--f or DEL Standard, Stud grade, or better. \-- 7 ----' See Engineer's sealed design for setback, J-� % / lumber, plating, loading, o.nd duration factor required, -�� I R' Hip frame chords may be trimmed up to 2" to fit. 2----- _. Stepped Hip ---H purlins must be intact and properly attached �� _ Setback System Trusses this detail for: Hip Ero.me - provided by truss manufacturer, ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip frame is designed to provide bracing for flat ASCE 7-10, 120 mph, 30` Mean Hgt, Enclosed, Exp D, or top chords of hip frame system where indicated, ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or 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 h,1 �_. ` urlit s, _ wwWARNINGIw■ READ AND FOLLOW ALL NOTES ON THIS DRAWING! ♦♦�� II 11:;il Vn •A awIRPORTANT*w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V In "r i�'�� REF HIP FRAME 19575 , Trusses require extreme care in fabrica*ing, handling, shipping, installing and bracing. Refer- toand , ,p BATE 10/01/14 fo -- IIow the latest edition of BCS[ (Building t'omponent Safety Information, by TPI and SBCA) For safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord -"„of_ DR` Tnr� (.,10 2 ------- shall have a properly attached rigid r_eiling, Locations shown for permanent lateral restraint of webs tiJ�l ill"-r AMCl 1 .Y �I` Lam-- 1 I I shall have bracing installed per BCSI sections B3, B7 or 310, as applicable. Apply plates to each face d 291201 �li' /- 1 �^ J of truss and position as shown above and on the Joint Details, unless noted otherwise. j�}21�9�{-�/J(2�'�((('�'j)�� ' �.�L J _��I�I J Refer to drawings 160A-Z for standard plate positions. '�1f I/ v Alpine, a division of ITW Building Components Group Inc. shalt not be responsible for any deviation from r.r�.,..- J/ l/ �lI AN 1TW COMPANY this drawing, ar y failure to build the truss in conformance with ANSI/TRI 1, or for handling, shipping, �/rbc tn-'fl,20,044eir installation bracing of trusse ' +' p+� `� A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional i m,L RAX W. `, engineering responsibility solely For the design shown. The suitability and use of this drawing l',-,iii 'for any structure is the responsibility of -the Building Designer per ANSI/TPI I Ser_.2, 13389 Lakefront Drive Earth City,MO 63045 For more information see this ,Job's general notes page and these web sitesr ._"§snew8 1 ALPINE! www,alpineltw.com; TPIi www,tpinst.org; SBCAi wwwsbcindustry,org; ICC www,lccsafe,org — Go,h e Stud Reinf'o-clement De-to.il ASCE 7-10: 120 mph 'Wind Speed, 30` Mean Height, E:_rlfclo se d, Exposure C, Kzt = 1.00 Ori 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 100 rlph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 s 2x4 (i) 1x4 "L" Brace 4, (1) 2x4 "L_" Brace * (2) 2x4 "L" Brace ** (1) 2x6 "L'' Brace w (2) 2x6 "L" Brace BracinG Group Sper_ies and Grades. 11 Gable Vertical BraceGrade --,,,, No -- — _ __— _ _ ._ Spacing Species Grade \ Braoes Group A Group B Group A ,Group B Group A Group B Group A Group B Group A Group B Gr,oup A: -- - Spruce-Pine-Fir Hem-Fir #1 / #2 4' 7' 7' 1.0" 8' 1" 9' 3" L9' 7___ 11' 0" __ 11' 5" 14' 0" 14' 0" 14' U" 14' 0" # / #2 Standard #2 Stud_ +) S ( #3 4' 4" 7' 2' 7' 8' 9' 1' 9' 5' 10' 10" 11' 4 14' 0'� 14' 0" 14' 0' _ 14' 0' �1#3 Stud #3 Standard CD UStud 4' 4" 7' 2" 7' 7" 5' 1° i �' .:I 0' 10" l i' 4' 14' 0"_ 14' 0'- 14' 0' 14' 0' U r Standard 4' 4" 6' 2" 6' 7' 8' 2' 8' 9" 10' 10' 11' 4" 12' 10 13' 9" 14' 0" 14' 0' Douglas Fir Larch Southern Pine** CI) — —.*--- #1 4' 10" 7' 11" 8' 2' _ 9' 4" i 9' 8" 11' 1" 11' 6" 14' 0°-h 14' 0" 14' 0"_ 14' 0"_ #3 - i Stud -) #2 4' 7' 7 10" 8- 1" 9 3' 9 7" it 0" - 11' 5' 14' 0" 1 14' 0" 14' 0' 14' 0' Stud _ �, .� - ______- Standard tI Standard .s--,1 �} I #3 4' 6' 6' 6' - 6' 11" 8' 7' 9' 2" 10' 11 11 4' 13' 6" 14' 0" 14'0 14' 0" - __ -- �u D l_.-- Stud 4' 6' 6' 6" 6' 11" __ 8' 7" 9' 2' 10' 11" 11' 4" 13' 6„ , 14-0" 14 U« 14 0" --I C{ S''andard 6' 1" 7' 7" 8' 2" 10' 4" 11' 1' 11' 11" 12' 10" 14' 0' 14' 0" Group B+ U _ -_�_ #1 / #2 ' 3' _ 8' 11" _9' 3° 10' 7" 11' U" 12' 7" 13' 1° 14'-0" I 14' 0" 14' 0" 14' 0" Hen-Fir {.-, #3 S_0" 8' 10" 9' 3" 10' 5" 10' 10 12' 5" 12' 11° 14' 0" 14' 0" 14' 0" 14' 0' _ Stud 5' 0" 8' 9° 9' 2' 10' 5' i 10' 10' - 12' 5' 12' 11" 14' GH14 0" 14' 0' 14' 0_ #1 Standard `�' 0° 7' 6" 8' 0" 10' 1" 10' 9" _,____12L5" �_12' 11' 14'-0" 14' 0" - 14' 0" 14' 0" Douglas Fir-Larch Southern Pinew** �1j - _ - #1 6' 9 i" 9 5" 10 8" 11' i" le' 8" 13' 2" 14 [1" 14'0" 14 ,I 14' 0' r #1 _ #i j' C—) #2 5' 3' 8' 11" ^9' 3' 10' 7" 11_0" 12' 7'._ 13' 1" 14' 0" 14'T0" 14' 0` 14' 0' -1^^ #2 — - l #2 - `� v #3 - 5_1" 7' 11" 8' 5' 1.0' b" 10' 11" 12' 6" 13' 0" 14' 0" 14' 0" 14' i)" 14' 0° 1x4 Braces shall be SRB (Stress-Rated Board), u i r F I_ Stud 5' 0" 7' ii" 8_5' 10' 6' l0' 11"_ 12' 6' 13' 0` 14' 0" - 14' 0' 144-0"_ 14' 0' *i,r:For Ix4 So. Pine use only Industrial 55 or 1 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 F - __ #1 / *2 5' 9' _ 9' 10" 10' 2' 11' 7' �12' 1" 12' 7" 14' 0" �14' 0"- I 14' 0" 14' 0' 14' 0' values nay be used with these grades. _ _ �� ,�, #"' _-5 0" 9' 8'" 10` 1" 11' 6'�L11' 11'' 13" 8° � 14' 0" 14' 0" f 14' 0' 14` 0' - 14' 0" fable Truss Lc-fail Notes, U I _ 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 6/240, Standard 5' 6" 8' 8" 3" 11' 6" � I.1' 11" _ 13' 8' 14' 0'�- 14' U" 1.4' 0" 14' i0 `_ For 14' 0° Provide uplift connections or 70 plf over X #1 _. #1 6 0" 10' 0" 1.0' 4" _ 11' 9' il2' 2' I 14' 0" — 14' 0' 14' 0" i 14' 0" 14' 0'' 14' 0' continuous bearing (5 psf TO Dead Load). S--) _ #2 5' 9" 9' 10' 111` 2° 11' 7' 1.2' 1" 13' 10" 14' 0" 14' 0i" 14' 0" 14' 0" 14' 0" � Gable end supports load from 4' 0" outlaoker^s (i 9' 14' 0" 14' 0' 14' 0" 14' 0" 14' 0' overhang, plywood overhang, #3 5' 8" 9' ?_" 9' 9' 11' 6" 12' 0" 1'' with 2' 0' or l2' t wood Stud 5' 8" 9' 2" u 9" 11- 6" 12' 0" 13' 9« _ T_14 0 14' 0" i 14' 0" 14' U'..__ 14' 0° i Standard 5' 6' II 8' 1" 8' 7' 10' 9" 1 11' 6" 13' 8' 14' 0" 14' 0" 14' 0' 14' 0" 14' U" _.____--._ ._______.....—____..____.... S,mm Y Attach "L" braces with IOd (0.128"x3.0" min) nails. About, 1 ?i* For (1) 'V brace space nails at 2' o.c. Gable Truss 1 ;!� I © in 18' end zones and 4" o.c. between zones, �/ ��` Diagonal brace option: // li **For (2) 'L' braces, space nails at 3' o.c. in 18' end zones and 6' o.c, between zones, vertical length may be �- <+ doubled when diagonal /,///// �•Y 18" : "L' bracing must be a minimum of 80% of web brace is used. Connect + member length. — c±iagonal brace for 385# / "L" L ' \ j at each end. Max web / ;' • Gable Vertical Plate Sizes total length is 14'. / Brcl�E`-- X----)1E \` Vertical Length No Slice I Ii 2x4 DF-I_ #2 or r �, Less than 4' 0' 1X4 or 2X3 j j I`� E 1-Greater than 4' 0`, but / better diagonal i i ■ ,\ i 2X4 I less than 11' 6' Vertical length shown / brace; single 18" F F �'.-. ' Greater than 11' 6' 3X in table above. r� or double cut 0 ,) 145 I L 1_ ( + Refer to common truss design for Cas shown) at �■ ■ ___ ■ ■ _ • _ ■ �� peak, splice, and heel plate.s. upper end. ■ L _i_ :� - -- / % ,1.ontinuous Bearing/.0, )P""o' • / / I Refer to the Building Designer for conditions Connect diagor!ui at 1 " not addressed by this detail. midpoint of vertical web. __NT". _^Refer to chart above for Ina' 6ia� R_�� lgth, `- - -yn. 7 �- -- - wwlARNINGI�s* REAP AND FOLLOW ALL NOTES ON THIS DRAWING ,-,«t idr' , ,F 0:2 REF ASCE7-10-GAB12030 x*IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, V l 1 — Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and 19575 1 ., DATE follow the latest edition of SCSI (Building Component Safety Information. by TPI and SECA) for safety r' 10/01/14 — practices prior to performing these functions. Installers shah provide 'tempnro.ry bracing per SCSI. ' — Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord Al / DR'G (31P030Ei�1C101014 shall have a open attached rigid ceiling, Locations shown for permanent lateral restraint of webs / , _..- rn properly 9 R� i( =�, p shall have bracing installed per SCSI sections B3, B7 or 810, as applicable. Apply plates to each face , ,2, �2� 7 ' ,,,,211-1- f 1 ��l I H , of truss and position as shown above and on the Joint Details, unless noted otherwise. jam_-Li (-- �� I Refer to drawings 160A-Z for standard plate positions. OREGON 1`' i Alpine, a division of ITW Building Components Group Inc.. shall not be responsible For any devi,tion from °f,( ,,/ 9 '] ...A i AN 1TbV CC1iv1PANY this drawing, any failure to build the truss In conformance with ANSI/ PI 1, or for handling, shipping, �y h •�: +��r installation & bracing of trusses. l411)(k.-.:i4,4n 20,'19 ��jj"'� I MAX. T Q r, i—L. 6 0 P J f A seal on this drawing or cover page listing this drawing, indicates acceptance of professional 1 �M engineering responsibility solely for the design shown, The suitability and use of this drawing ,ar,.,' ® W. for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Ser_,2. -'°0 _ 13389 Lakefront Drive t EaOh City,MO 63045 For more information see this job's general notes pageand these web sites, 24.0" ALPINE. www.aipineitw.coml TPI, wwn.tpinst.org) SOCA, www.slecindustry.org, ICC, www,icr_saf,,ar•_g f'ienews613(N2U17 MAX.r:;"IA SPACING • La0LP as , ail. ___ __ _For Let-in Verticals Cable Truss Plate Sizes sym, j / Aou ) Refer to appropriate Alpine gable detail for �. �TJ minimum plate sizes for vertical studs. \\� +�)r?efer to Engineered truss design for peak, //�/,�'I `� �� splice, web, and heel plates. �� /�, ��, \ _ 1f gable vertical ptotee overlap, vise a // ` `_ / { \ —�_, single plate that covers the total area of f \ : the overlapped plates to span the web. i \\ 1l., \ Cable Z �. r '/ '; \" j. Vertical ` - E:x0.mple; 2 X 4 / i- 1 4 Length C1X4 , id 2X8 / s--7::-.:_.....-...„....„,,,,,, 1 'T Reinforcement Attachment Detail � �. "T° Reinforcing °T° Reinforcing \\\ , Member Member ---, \/ Y( -L . ') ��` } Toe-nail A - ❑r - End-nail L-' : , L I i,a T ~� . . tom _ \ © multiply "T" increase by length (based on To convert from "L" to 'I' reinforcing members, a Provide connections For uplift specified on the engineered truss design. appropriate Alpine gable detail), Attach each "T" reinforcing member with End Driven Nails Maximum allowable "T" reinforced gable vertical 10d Common (0,148`x 3.",min) Nails at 4" p.c. plus length is 14' from -top to bottom chord. (4) nails in the top and bottom chords, '7' reinforcing member material must match size, Rigid Sheathing Toenailed Nails specie, and grade of the "V reinforcing member. -- __,.._--_ 10d Common (0,148"x3",Irvin) Toenails at 4" o,c. plus Web L_enq-i.k Increase •w "T" Brace if 4 !Jails 1 (4) toenails in the top and bottom chords, _ '7' Reinf, T" -- -r- Reinforcing " This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 %- Member �— 2x6 2U ASCE 7-05 Gable Detail Drawings Example: A23015051014, A12015051014, A11015051014, 410015051014, A14015051014: ASCE 7 10 `-Find Speed = 220 mph 413030051014, A12030051014, 411030051014, 410030051014; 414030051014 Mean Roof Height = 30 ft, Kzt = 1,00 Gable Nails N Spaced At ASCE 7-10 Gable Detail. Drawings Gable Vertical = 24"o,c, SP #3 Truss 4' o r A11515ENC101014, A12015ENC101014, A14015ENC101O14, A160i5ENC101014, T" Reinforcing Member Size = 2w4 A18O15ENC101014, A2001.5ENC101014, A20015END101014, A20015PED101014, T" Brace increase (From Above) = 30% = 1,30 (1) 2x4 "L" Brace Length = 8' 7' Maximum '7' Reinforced Gable Vertical Length 1.30 x 8' 7" = 11' 2' A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC10101,4, A"c'O030ENC1010I4, A20030END101014, A2003u"PED101014 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. ----_- — -- PA —=— Ceiling —_ �Ir'0"a... Illr ` — — — ..WARNING!. READ AND FOLLOW ALL NOTES ON THIS DRAWING! I;'I a i R E Fv LET-IN VERT CwIMPNRTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ' 4/ �'� ---.—_--_____ Trusses require extreme care in Fabricating, handling, shipping. installing and bracing. Refer to and o,, 19575 . 71 _ follow the latest edition of BCSI (Building Component Safety Information, by TPI and sect) For safety r DATL 10/01/14 practices prior to performing these funs:tions. Installers shall provide temporary bracing per SCSI, I .1 n Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord. 141016''''.7.0' nc> 'i! GBLL-ETIN1014 ,/::--- - --•-..:::' n, shall have a properly attached rigid telling, Locations shown for permanent lateral restraint of webs f r shall have bracing installed per BCSI sectians B3, B7 or B10, as applicable. Apply plates to each face ;p' 29/20 7 r iz.--,--11-1 ! F�__,J) `� ! 1 ' of truss and pos'itinn as shown above and on the Joint Details, unless noted otherwise. fl�' j__ I Ll i I - .\11I I J Refer to drawings 160A-S for standard plate positions. i/ J Alpine, a division of ITW Building Components Group Inc. shalt not be responsible for any deviation rfrom L�A'�i�� i L.D.AN 10`WCOMPANY this drawing, any Failure to build the trt•Iss- in conformance with ANSI./IPI 1, or for handtin!�, shipping, 17 �°P"i,�:D,2Qr199' • �" MAX, TOT, D 60 PSE installation 3 bracing of trusse �ty�-m- -- - A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional "nil:k i{ n F engineering responsibility solely for the design shown. The suitability and use of this drawing 1,,„--,' uc D U R,A FAC. A N Y for any structure Is the respnnslblllty of the Building Designer per ANSI/TPI I Sec.2, 13389 Lakefront Drive For more Information see this Job's general notes page and these web sites: Earth City,MO 63045 i laws 6/30/2017 MAX, SPACING 2 4,0,E ALPINE: www,alpineltw,com; TTI www.tpinst.org; SBCA, wwwsbcindustry.orm ICC wwwlccsafc,org ASCE 7-10 120 moo, 30' Mean -eight, 1.., osed, Exposure C Common ResioentioL Eaoe End Wind Bracing ?egoirements - S t:iff=ene. rs 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stool bracing required 100 mph, 30-Et. Mean Hgt, ASCE 7-10, Enclosed, Exp 2, or 100 mph, 30-Ft, 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 DRWE A12030ENC101014), Top; Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 120" 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 A12030ENC_101014), on this detail, ›-' Optional 2x L-reinforcement attached Nails: 10d box orun (0.128"x 3",min) nails to stiffback with 10d box or gun g (0,128" x 3", min ) nails IC 6" o,c i I i ---- ---- _ . / - / -;-,-----„ \ 2X4 Blocking p;/ �u ;� / \ nailed to r � �Ti. �� hi n and 24" Max % / 45 sheat <T ) 1 g I /;<1, each trues yp I �N , . : _ ®III \ 2X4 DF-L #2 ir____,- _,____ or better ___ _- I 1 H/2. diagonal. brace. Attach each end -' r for 5660 $, ii, "--- • • , :....... if i __ ,,, C _ _a/ / , - -,— II _ -- , - i / /continuous / / i/ / / — 2x6 #2 Sof f back attached to each ,,ur'1)PRO s Stud w/ (4) 10d box or gun (0123" X 3", min,) nails, ;Sd;'r �" wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ff,�,• pn 41 w • wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,,,c1„-''..4.:1;,,,,, ..- V r iti 19575 IA REF U E WHALER Trusses require extreme care in fabricating. handling, shipping, installing and bracing. Refer to and f DATE 10/01/14 follow the latest edition of SCSI (Building Component Safety Information, by ?PI and SBCA) for safety r practices prior to performing these functions. Installers shall provide temporary bracing per SCSI' I Unless noted othe wise, top chord shall rove properly attached strut lural sheathing and bottom chord _ 4/40,,,,..: ..; - DR\i G 64 B R S T 10101�1 ,,,, shall have a properly attached rigid telling Locations shown for permanent lateral restraint of webs i r shall have bracing installed per SCSI sections B3, B7 or 810, as applicable. Apply plates to each face I.-'i29�201� J N' I 1 of truss and position as shown above and on the Joint Details, unless noted otherwise. E 'Ii /`u 1 l f- u ��I J Refer to drawigs 160A-7 for standard plate positions. • IFA? Alpine a division of ITW Suilding Components Group Inc, shalt not be responsible for any deviation from IR.,,', L �' AN ITW COMPANY this drnwing, a y failure to build the truss in conformance with ANSI:TPI 1, or for handlin shipping, nn,h,20,1ST 60 PSF & bracing of trusse 9- Pp 1,11 , MAX, TOT, i_ D. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional -'1-'�1 0 W, engineering responsibility solely for 'the design shown. The suitability and use of this drawing �'--um 13389 Lakefront Drive for any structure Is the responsibility of -the Building Designer per ANSI/TPI 1 Sec,2. Earth City,MO 63045 F-or more Information see this Job's general notes page and these web sites :Imnewa 91301 20 1 9 MAX, S R lT C T RI G ALPINE: www,alpineltw.com; TP.1www,tpinst.org; SBCA: www.sbcindustry.org; ICO www,iccsafe,or0 Gable Stud Reinforcement De-tail ASCE 7-10 120 mph 'Mind Speed, 15' Mean Heiglflt, Enc: osed, Exposure C, Kzt 1,00 17r: 100 mph Wind Speed; 15' Mean Height, Po.rtially Enclosed, Exposure C, Kzt = 1,00 ❑r: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 _ 2x4 Brace (1) 1x4 "L�nr•o.ce x (1) 2x4 "L" Brace * (2) 2x4 "L" Brace ww (1) 2x6 'L'" Brace A (2) 2x6 "1," Brace Bracing 1r Group Speces and Grades: Gable Vertical No -"-" -_ snacino Species i Grade �• Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A Spruce-Pine-Fir Hen-Fir #1 / #2 4' 10 8' 2"___8" 6" 9' 8" 10' 1' il' 6' 12' 0" 14' 0- 14' 0" 14' 0" 14' 0'— [41 / #2 Standard - #2 Stud -P J^-/" 7' 9" 8' 3" 9' 7" 9' 11" 11' 5" 11' 10" 14' 0" 14' 0" 14' 0" 14' 0" #3 Stud *3 Standard �_ LJ ( ' Stud _ 4'`7" 7' 8" 8' 2" 9' 7' 9' 11° 11' 5" 11' 10" 14' 0' 14' 0' 14' 0" 14' 0' n HI i Standard 4' 7"- 6' 7" 7' 0 8' 10" 9' 5" 11' 5' _- 11' 10' 13' 10"- 14' 0' 14' 0' 14' 0" Dou las Fir-Larch Southern Pine w* 1 cLi _____r_ --—� #1 5' 0' 8' 4" 8' 7' 9' 10' 10' 2" 11' 8" i2' 1" 14' 0' - 14' 0" 14' 0" 14' 0" - Stud Stud II S `c r #2 -44 10" 8' 2" - 8' 6' 9' 8" 10' 1" 11' 6" �~ 12' 0' - 14' 0" -# 14 0 14' 0 14' 0" _ Standard - L Standard Ir #3 4' 8" 7' 0" _ ;'' S" 9' 3"-I 9' 11° _11' S" li' 11" 14' 0" 14' U' 14' 0' 14' 0" l p�_..._. { Stud __-4_ 81_� 7' 0'__-_..__--' 5" -9' 3' - - 9' 11' 11 5 - 11' 11'— 14' 0" —i- 14' 0" — 14' 0" — 14' 0" -- _ __j Standard 4' 7" 6' 2" 6' 7" 8' 2" _ 8' 9" 11' 1" 11' 10" 12' 10' 13' 9" 14' 0' 1.4' 0" Group B U' - #1 / #2 5' 6' 9' 5" 9' 9' Il' 1" i —11' 6' 13' 2' 13' 9" 14' 0" 14' 0' 14' 0'' 14' 0" Hem-Fir I" 9" 10' 11'�`li' 4" 13' 0" 13' 7' 14' 0" 14' 0' 14' 0' 14' 0' 1 -- _ .J 1 #3 5' 35" 9' 3" _ i 1 a r�tr^ c ° 14' 0 14' 0" #1 i Stud 5 3" 9' 3" 9' 7 10' it' il' 4' i3' 0" 13` 7" 14` C' 14` 0" Standard -5' j" -.1" - fes` 7' 10' 10" I- 11' 4" i3' 0" 13` 7" 14' 0__ J 14' 0' 14' U` 14 0" Douglas Fir-Larch Southern Pine'.. �j �J -- #1 5' 9" _ 9' 6" 9' 10" 11' 3" 11' 8" _ 13' 4" _I 13' 10' _ 14' 0" _I 14' 0"_ 14' 0" _ 14' 0" ;__ #1 I-- #i - `,,1--) L #2 5_6" 9' 5" `9' 9' 11' 1" -- 11' 6" 13' 2' 13' 9" 14' 0'� 14' 0" 14' 0__ 14' 0' L_ #2- - L k2 #3 5' 5" 8' 6" 9' 1" 11' 0" 11' 5" 13' l" I 13' 8' 144 0" 14' 0' 14' 0' 14' 0" -_- 1x4 Braces shall be SRU (Stress-Rated Board),I 9' 1" 11' 0" �ll' S" 13" i"v 13' 8' 14' 0" 14' 0"— 14' 0'' 14'-0' ��} Stud -5'-5'�— 8V 6" ww#For 1x4 So. Pine use only Industrial 55 or _ Standard `5' 2" 7' 6" 8' 0' 10' 0" 10' 9' 13' 0' 13' 7" 14' 0" 14' 0' 14' 0" 14' 0'J Industrial 45 Stress-Rated Boards. Group B I I #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 tirades. (�; J f� !` H #3 5' 9" 10' 22" 10' 7' 12' 0' 12' 6" 14' 0' 14' 0' 14' 0_ 14' 0' 14' 0" 14 0 Gable Truss Detail Notes ✓'J H�- Stud 5' ?" 10' 2"�_10' 7' 12' 0" 12' 6" 14' 0" 14' 0" 14' 0" i 14' 0" 14' 0- 14' 0" Wind Load deflection criterion is L/240, _ i Standard 5:51''.--- : ' 9' 4" - �" I2" 12' 0" I 12' 6° 14' 0" -i-- 14' 0" 14' C" j 14' 0° 14' 0" 14' 0" Provide uplift connections 'For 35 ptf over #1 6'-4" 10' 6' 10' 10' 12' 4' 12' 10" 14' 0' 14' 0" 14' 0" f 14' 0' 14' 0' 14' 0" i continuous bearing (5 psf TC Dead Load), �' #2 6' 10' 4' 10' 8' 12' 2" 12' 8' 14' 0" 14' 0" 14' 0" I 14' U" 14' 0" - 14' 0" Gable end supports load from 4' 0" outtookers I r-- -- - I -- with 2` 0' overhang, or 12' plywood overhang.#3 5' 11" 9' '10" 10' 6' 12' 1" I i 2' 7" 14' 0" I 14' 0" 14' C' 14' 0" 14' 0` —14' 0" 9- P Y t �i - ' 9" 8' 8" y/ 6" 2' 1� 12' 7' 14' 0" i- 14' 0" 14' 0' 14' 0" 14' 0' 14' 0" Stud 5' 1° 12' 5" 14' 0" 1 14' 0" 14' 0' 14' 0" 14 0' 14' 0" I Standard -- - — - ——Syr, r — --- _ -- -- - ------ - About Attach 'L" braces with 104 (0,128"x3,0" min) nails. / �� — �r �— )IE For (1) "L" brace: space nails at 2' o.c, Gable Truss / I in IS° end zones and 4" o.c. between zones, / // �' \\ **For (2) °L' braces: space nails at 3' o,c. Diagonal brace option: /// (�___.„1"-- in 18' end zones and 6' o.c. between zones, vertical length may be 1 T \ + doubled when diagonal �E ...411,. "L" bracing must be a minimum of 80i: of web brace is used. Connect I \ Q member length, r "L" __ i =- ---a diagonal a brace for 33:,t: /-,I, — at each end. Max web k i Goble Vertical Pln.te Sizes / ;' \ Brace / ` I Vertical Lengti� l No Splice, fetal, length is 14'. ,� — r ,''// 2x4 DF--L #2 or _T I Less than 4' 0' 1X4 or 2X3 i/ f better diagonal �```` i Greater than 4' 0', but — 2X4 — I I fess than 11' 6" _ Vertical length shown brace; single * \ —in table above. or double cut I a U I CGreater than 11' b" 3X t �45" (as shown) at �i I{ Refer to common truss design for I ■ ■ — _■ ■.r_ 1 .! ■ ■ upper end. ■ ■ —' ■ �M ■ ■ ■ I}_?_' � peak, splice, and heel plates. - f / 'Continuous Bearin Refer to the BuildingDesigner for conditions Connect diagoncal�at /` g/_F, P /, , / I a '�'�-^"D �}�` not addressed by this detail. midpoint of vertical web. ' "-1' Refer to chart above for i'.'. .trice vel"'G er:-Ith, -- —� -- -- _ wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING --- +d nlr.,G%N` • ib , 1 [REE 1SCE7-10-L1F�B.1C015 ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 1 Ii"' Id _ Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer 'lo and 19575 'I I DATE 10/01/14. follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) Far safety '; :,�I — — practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. ° 71 f�11n Unless noted otherwise, top chord shall have properly attached structural sheathing end bottom chord ' DR\A/6 L01.5 . 010 _ ,,,, shall have a properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs Al' ENS 1 14 i -(-- shall have bracing Installed per SCSI sections 83, 67 or 810, as applicable. Apply plates to each face tom'' /� [r-1- �„�' i�----� of truss and position as shown above and on the Joint Details, unless noted otherwise. '�i�6 29J"0 7 11 III Refer to drawings 160A-Z for standard plate positions. II' Alpine, n division of ITW Bcalldlrig Cnmponen-s Group Fnc. shall not be responsible for any deviation frgm 0 ll �/ AN tTV✓CC11vi1�ANY this drawing, an} fnilure to build the truss in conformance with AiJSIFFPI 1, or for handling, sn;i:,ping' I. ,;.r MAX.� TO I , L_E. 60 P.SF installation & bracing of trusses. ,7j► —_. A seal on thus drawing or cover page listing this drawing,indicates acceptance of profession01 9 IAq,_iiir •20r • E engineering responsibility solely for the design shown. The suitability and use of this drawing (.I/ Vk for any structure Is the responsibility of -the Building Designer per ANSI/TPI I Sec.2. ''AA,,:•-''-� Yr 13389 Lakefront Drive For more inFormation see this job's general notes au,e and these web sites -N'. r A / rr �' Earth City,MO 63045 ALPINE www.alpineitw.comi TPD www.tpinst.org) SBCA: www.sbcind+.rstry.org, ICc www.iccsof,_.arg l'MA X. SPACING NG 24,0 §dill,,,,fiirv2nij�s. e .._..