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Plans (119)
„/,1 617,0/Cr -620S-71- I c-ro5/ stli l/i DEC 0 5 2016 I. 54• I I 12'6” I 31'6" 1- -1" 14—6'6"—I '. ' .., • ! i i ! I -7 1\3 1 I li , r------ , 1 t 3 H __ r„ , , i m - ] , I "G3 .. _ lki b ' ' , X 1 b G" 2 2 illiW --', --- f . alliallk k IEJ2 f‘3 ------ W ' J3 . CD 1 :j k 11 : , 11 k 11 1 k -- r A c to X ......- M I 421 II f41 1, INT ---,....m LU24 t'' s R2 my _ ----4 C3 R3 co 2 M 4 m ...... 1 - 2 rl .7.1 m Z4.. M M i 0 I .g - -.. - -- H "1 rs.4 11 V 21 ' 0) r 3 a .1826 y (A x cn . o ci FI3 ai R7 i H FB ! kk, , HusAik 3 8 I ' 11111115 BJ2 HUS26IS26 al - I M , 121 1 J1 m m - .., IIII b fCs k __ ...../... ..d monis rah. B2 Ma B1 .." itt 0 14L1S26.4 I i B Aft,U\h, ,._. p..... _ 3.13i 1 11 I .., lit '11 j, 4124 -P - —r __g_ I 1 3Ja Ilrili1141111! sJill Ogri 1 1---m--1 l - ____ 1;H-- 20'10" I 108" ---I 9' -1 1/2" DIFFERENCE IN PLATE HEIGHT Customer: FOUR D CONSTRUCTION CO. i- 1:: DL a/ "-.1 o Desc. : LOT 22 MEDALION MEADOWS ci c) 1- co ADDRESS: iiiii1101ft 11 m Cf) 0 z Designed by: IKE ISAKSON I- z co 0 •41.7:tVW:kr.. so,Vrorsti47......, 0 NJ •• Gable Stud Rein.orcerment Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 0r 100 nph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1> 1x4 'L' Brace w C1) 2x4 "L' Brace A (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace * (2) 2x6 'L' Brace ** Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A F--- #1 / #2 4' 10" 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0" 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hen-Fir r #3 #1 / #2 Standard #2 Stud CD 4' 7" 7' 9' 8' 3° 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0` 14' 0' 14' 0" U — #3 Stud #3 Standard Stud 4' T 7' B` 8' 2' 9' 7' 9' il" 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' 0 Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' S" 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1" 14' 0' 14' 0° 14' 0' 14' 0' #3 #3 —_I SP #2 4' 10' 8' 2° 8' 6' 9' 8° 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud stud Standard Standard DFL #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7" 6' 2' 6' 7" 8' 2" 8' 9" 11' 1" 11' 10" 12' 10' 13' 9' 14' 0' 14' 0' U Group B: _ S #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4" 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr U H F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4" 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 0.1 O I�r Standard 5' 3" 8' 1' 8' 7" 10' 10' 11' 4" 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dou.las Fir-Larch Southern Pine.. #1 5' 9' 9' 6° 9' 10' 11' 3' 11' 8" 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 1111.1011.1111111 #1 SP #2 5' 6° 9' 5° 9' 9" 11' 1" 11' 6' 13' 2" 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #2 #3 5' 5' 8' 6' 9' 1" 11' 0' 11' 5' 13' 1° 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' QJ DPL Stud 5' S" 8' 6' 9' 1' 11' 0' 11' 5' 13' 1" 13' 8' 1x4 Braces shalt be SRB (Stress-Rated Board).14' 0' 14' 0' 14' 0' 14' 0' wwwFor Ix4 So. Pine use only Industrial 55 or 0 Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2" 14' 0' 14' 0' 14' 0' 14' 0" 14' 0' values may be used with these grades. CS SPF #3 5' 9" 10' 2" 10' 7' 12' 0' 12' 6" 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' Gable Truss Detail Noes l2 U HF Stud 5' 9' 10' 2° 10' 7' 12' 0' 12' 6' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240, - ( Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plc' over X #1 6' 4° 10' 6" 10' 10' 12' 4' 12' 10" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports toad from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. e-i DFL Stud 5' 11" 9' 10' 10' 6' 12' 1° 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" Standard 5' 9° 8' 8' 9' 3' 11' 7' 12' 5" 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' - — —-- -- -- — --------Syne y^ --- ----------- -- -- ------- '---- fil `` About it... Attach 'L" braces with 10c1 (0.128"x3.0' min) nails. Gable Truss 'fl �� G ?IE For <1> "L" brace: space nails at 2` o.c. in 18' end zones and 4' o.c. between zones. Diagonal brace option: �••i >I�For C2) 'L" braces: space Halls at 3' o.c. vertical length may be j In SB' end zones and 6' o.c. between zones. doubled when diagonal brace Is used. Connect I �� "L` brncingHost benminimumof 80% ofwebdiagonal brace for 335# "L" r memberlength.at each end. Max web Braceilit�4� GableVertical Plate Sizestotal length is 14'. �t Vertical LenghNo Splice2x4 DF-L #2 or Lessthan4' 0` 1X4 or2X3better diagonalL�, Greaterthan4' 0', butVertical length shown brace; single ■,�,, lesstha ]S' 62X4 In table above. 45 or double cut0n■■■ wGreater than 11' 6' 3X las shown) at ��� + Refer to common truss design for 0 upper end. ■ ■ ■ ■ ■, 1 ■ ■ 6.... •�■�■�■��■■�Y�■�■���� ■ ■ Irl peak, splice, and heel plates. Connect diagonal at ontinuous Bearing 9 Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for max ga. - D A' al length. not addressed by this detail. seVARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING twe •it Opt REF ASCE7-10-GABI2015 ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and F follow the latest edition of WSJ (Building Component Safety Information,by TPI and SBCA)for safety � w DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSL �Itj 14659 s `,., Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord r DR WG A12015ENC101014 shall hove a properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs g /-[I r il-1'� 1 i i Ohall have brnclInstalled per BCSI sections B3,B7 or BSO,as nppticoble. Apply plates to each Face h ,' '(LLJJJ! 1 "- II of truss and position ns shown above and on the Joint Details,unless noted otherwise. V t Refer to drawings 160A-Z for standard plate positions. AN ITW COMPANY Alpine,a division of ITW Bolding Components Group Inc.shall not be responsible for any deviation from A this drawing,ony failure to build the truss in conformance with ANSI/Till 1,or for handling,shipping, "F w B9 ' MAX, TOT, LD: 60 PSF Installation&bracing of trusses. A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional rw.7 'fig 'Wy engineering responsibility solely for the design shown The suitability and use of this drawing °S*w]}yy 6 13389 Lakefront Drivefor any structure is the responsibility of the Building Designer per ANS[/TPI I Seo2, / Lyf,/1tY/*�► Earth City,MO 63045 For more information see this Job's general notes page and these web sites: 44 ttff ALPINE: wwwalpineltwcom/TPI: www.tpinst.org;SBCA:www.sbcindustry.orgl ICC: wwwlccsafe.org MAX. SPACING 24.0" c■np..'S'92,13'1047 �E H3 Frame Details Hip Frame W4X4, Min. B " II �, 24"_...___ ___...- - —��� Common ii —�: Trusses TyP W1.5X3 I si7GS��■ .r�� � ai •+��iil`��c • Stepped Hip ■�I,; ;;�;s;�;s;,��• System Trusses 10, 2x4 Chords 2x4 Purlins ��,�;�;�;�p�;�;�;`�_� 4 -. Setback p'rlKifllrL = and Sheathed __ illtillitillaillillillill iii �����������������- Chord Area -"'A: w ; //� Hip Frame B _ Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0,148"x3") W3X4, Min, Hip Frame, 'R' common nails, Bottom chord of hip frame to be attached to #1 hip with 10d common (0,148"x3") js/�nails @ 6" o.c, maximum spacing, Hip frame stops at plumb cut of -/ n Hip Frame jacks to maintain pitch continuity. Section B— B SE Hip frame lumber is SPF, So, Pine, HF, a' or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, R' Hip frame chords may be trimmed up to 2" to fit, "" purlins must be intact and properly attached, H Setback y Stepped Nip System Trusses Use this detail for: ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame provided by truss manufacturer, ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1,00 To hip frame purlins. wwWARNINp■.READ AND FOLLOW ALL NOTES�!THIS DRAWINGI wwIMPDRTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF HIP FRAME Trusses extreme in fabrcatin hondlin ---require care s pp'ng,ins}ailing and brncmg Refer to and nfollow the latest edition of BCSI (Building Component Safety Information,by TPI and SHCA) for safety 14659 LATE 10/01/14 practices prior to performing these functions Installers shall provide temporary brodng per BCSl, (<3411i V �, t�^—_ _ __ _ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DR,1G HIPFRAME1014 > ,w shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs } R (L I, DIN i (7 I I shall have bracing installed per BCSI sections 93, B7 or MO,as applicable. Apply plates to each face .--- ____—_. _ ALJ 1 IL_,�ifl I) \\\v II I of truss and position as shown above and on the Joint Detolls, unless noted otherwise. /--I_ 'V I i Refer to drawings 160A-2 for standard plate positions _ Alpine, a division of ITV Building Components Group Inc, shall not be responsible For any deviation From O' w''�' AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shi installation&bracing of trusse N1g' �r� A seal on this drawl or cover Aft',7s 1�. {4 ng page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The suitabkity and use of-this drawing 411 W. /►a�► 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2, V Earth City,MO 63045 For more Information see this Job's general notes page and 'these web sites! ALPINE, www.olpineitw.comi TPI,www.tpinst,orgl SBCA, www.sbcindustry.orgi ICC, www.iccsafe.org Renews:12/31/2017 ASCE 7-10: 120 rmp , 30Mean -eight, Closeo, Exposure C Connor Resioential Goole Eno wino Bracing 'Requirements - Stiffeners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional 2x L-reinforcement attached Nails: 10d box or gun (0.128"x3",min) nails. to stiffback with 10d box or gun (0,128" x 3", min.) nails @ 6" o,c. I X NI X 1 2X4 Blocking - - nailed to 45° sheathing and B.- 24' Max —.041--- '1 each ..f-- each truss (Typ) 41144 -1114. 1 H 2X4 DE L #2 f _ - H/2 or better -fj diagonal brace, - Attach each end for 560#, - k I Li - - - - m - - iI - _ 0 / / / ` /ontinuous Bearing/ / / / / / / - 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails. ■wWARNINGIww READ AND FOLLOW ALL NOTES ON THUS DRAWING! t ...IMPORTANT*.FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. !.y . REF GE WHALER Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and "--'--" - — _ follow the latest edition of BCS( (Building Component Safety Information,by TPI and SBCA) for safety 14658� s DATE 10/01/14 practices prior to performing these functions Installers shall provide temporary bracing per SCSI, �.,. — _ __ __ __ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord C — — , shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs E� DRWGABRST101014 .. �"IL[ �)'(1 I shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face --- ------___ _-_ ,!J L l U ' 'JJ 1 of }ruts and portion as shown above and on:Zit= Details,unless noted otherwise. - /--I_ V I Refer to drawings f60A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from * * rt AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, 4" • q �._w,� installation R.bracing f trusse rw,p*�99i !`(� MAX, TOT. LD. 60 PSF 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 �'�rl'4f/W.,�w�" 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. �Rr W.1.i Earth City,MO 63045 For more Information see this ,Job's general notes page and these web sites Renews:12131/2017 MAX, SPACING ALPINE, www.alpineitw.comi TPI,www.tpinst.orgi SBCA, www.sbcindustryarg]ICC www.lccsofe.org Gabe De s, O A For Let-in Verticals Gable Truss Plate Sizes Aboutr © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. i; ()Refer to Engineered truss design for peak, ' splice, web, and heel plates. ®If gable vertical plates overlap, use a 4111 single plate that covers the total area of the overlapped plates to span the web. G 1 Gable ` i0I5 I0, w Verticalpit.. Exam le. 2X4 . j 2X4 12X8 k\O Ai 0 111111i , "T" Reinforcement Attachment Detail 'T' Reinforcing 'T° Reinforcing Member Member © Toe-nail ��. - Or - End-nail To convert from 'L' to 'T' reinforcing/ \ © COmembers, Provide connections for uplift specified on the engineered truss design, apincrease by leetail (based on appropriate Alpine gable detail). Attach each "T' reinforcing member with End Driven Nails: Maximum allowable °T" reinforced gable vertical 10d Common (0,148"x 3,',min) Nails at 4' o.c, plus length is 14' from top to bottom chord. (4) nails In the top and bottom chords, "T" reinforcing member material must match size, Rigid Sheathing Toenalled Nails' specie, and grade of the "L' reinforcing member. 10d Common (0.148"x3',min) Toenails at 4" o,c, plus Web Length Increase w/ "T" Brace X 4 Nails X (4) toenails in the top and bottom chords, "T" Reinf, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing , wind load. 2x4 30 x Member ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c, SP #3 Truss 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L" Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A2003DEND101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 4 Nails X k Ceiling !f wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ��� pR. wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ p REF LET—IN VERT Trusses require extreme care in Fabricating, handling,shipping,installing and bracing. Refer safety ond C4i... 14650 "Y `�'. DATE 10/01/14 follow the latest edition of SCSI (Building Component Safety Information,by TPI and SBCA) for Cr: practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. ^- — ---------- \� Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord R' j 1 DRWG GBLLETIN1014 r _ shalt have a properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs I� (" (7 I +w shalt have bracing Installed per SCSI sections 83, B7 or 510, as applicable. Apply plates to each face /a �I l )-`I Imo\ i i i of truss and position as shown above and on the Joint Details, unless noted otherwise. e- •- . L LP, IU \x`711 L_� Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from \I,ssps%%..........00):•. '"V .pal AN ITW COMPANY this drawing, ny failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, -7,1�"installation& bracing of trusse +�Sf. MAX, TOT. LD. 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional °IOW.`V * engineering responsibility solely for the design shown. The suitability and se of this drawing ��II hili VDUR. FAC. ANY 13369 Lakefront Drivefor ony structure Is the responsibility of the Buiding Designer per ANSI/TPI 1 Sect. Earth City,MO63045 For more Information see this Job's general notes page and these web sites' Renews:1213112017 MAX, SPACING 24.0" ALPINE.www.olpineltw.com) TPI. www.tpinst.orgl ODDS,www.sbclndustry.orgt ICC' www.lccsafe.org Gable Stud Reinforcement Detail ASCE 7-10i 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or; 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1,00 2x4 Brace (1> 1x4 'L' Brace * (1) 2x4 "L" Brace * (2) 2x4 `L' Brace **, (1) 2x6 'L' Brace • (2> 2x6 'L" Brace we Bracing Group Species and Grades, Gable Vertical No S Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' S" 14' 0' 14' 0" 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir S #3 4' 4' 7' 2" 7' 8" 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0" 14' #1 / #2 Standard #2 Stud U Stud 4' 4' 7' 2" 7' 7' 9' 1' 9' S" 10' 10' 11' 4' 14' 0' 14' 0" 14' 0° 14' 0' #3 Stud #3 Standard Q HFStandard 4' 4" 6' 2" 6' 7' 8' 2' 8' 9' 10' 10" 11' 4" 12' 10' 13' 9' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine** *#1 4' 10' 7' 11' 8' 2" 9' 4' 9' 8' 11' 1" 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 —J k S D #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5" 14' 0' 14' 0" 14' 0' 14' 0' Stud Stud Standard Standard _ #3 4' 6' 6' 6" 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6" 14' 0" 14' 0" 14' 0' d cu DFL Stud 4' 6' 6' 6' 6' 11' 8' 7" 9' 2" 10' 11" 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' U Standard 4' 4" 5' 9" 6' 1° 7' 7° 8' 2' 10' 4° 11' 1" 11' 11' 12' 10° 14' 0" 14' 0' Group BI _ S #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir _ #3 5' 0" 8' 10' 9' 3' 10' 5' 10' 10' 12' 5" 12' 11" 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr L U F Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10" 12' 5" 12' 11" 14' 0° 14' 0" 14' 0" 14' 0' *1 I. I ' r f l Standard 5' 0' 7' 6" 8' 0" 10' 1' 10' 9' 12' 5' 12' 11" 14' 0' 14' 0' 14' 0' 14' 0' Dqu.ias Flr-Larch Southern Pine*** #1 5' 6' 9' 1' 9' 5' 10' 8° 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0° 14' 0' #1 SP #2 5' 3" B' 11' 9' 3" 10' 7' 11' 0" 12' 7' 13' 1' 14' 0' 14' 0" 14' 0' 14' 0' 1111.1311111111. 412 #3 5' I° 7' il' 8' 5' 10' 6' 10' 11' 12' 6" 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' D F L1x4 Braces shall be SRB (Stress-Rated Board). Stud 5' 0' 7' 11' 8' S° 10' 6' 10' 11' 12' 6' 13' 0" 14' 0' 14' 0` 14' 0' 14' 0' Standard 5' 0' 7' 0" 7' 5' 9' 4" 10' 0" 12' S" 12' 11" 14' 0' 14' 0" 14' 0' 14' 0' AomFor 1x4 So. Pine use only Industrial 55 or 0 Industrial 45 Stress-Rated Boards. Group B S F #1 / #2 5' 9' 9' 10° 10' 2° 11' 7' 12' 1" 12' 7' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0" values may be used with these grades, #3 5' 6° 9' 8" 10' 1' 11' 6' 11' 11' 13' 8' 14' 0° 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: CD U HF Stud 5' 6' 9' 8" 10' 1' 11' 6" 11' 11' 13' 8' 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' Wind Load deflection criterion Is L/240, Q Standard 5' 6' 8' 8" 9' 3^ 11' 6° 11' 11' 13' 8" 14' 0' 14' 0' 14' 0' 14' 0" 14' 0' Provide uplift connections for 70 plf over x S #1 6' 0' 10' 0' 10' 4° 11' 9' 12' 2° 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0' continuous bearing (5 psf TC Dead Load). a #2 5' 9' 9' 10" 10' 2' 11' 7' 12' 1" 13' 10" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8" 9' 2" 9' 9" 11' 6° 12' 0" 13' 9" 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' with 2' 0' overhang, or 12' plywood overhang. r--i D F L Stud 5' 8' 9' 2" 9' 9" 11' 6' 12' 0' 13' 9" 14' 0' 14' 0' 14' 0' 14' 0° 14' 0' Standard _ 5' 6° 8' 1" 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" --- — _.�. Syron -- -- ----- --.. 1 i� About I Attach 'L' braces with 10d (0128"x3.0' min) nails, 'l Gable Truss � I CO * For (1) 'L' brace, space nails at 2' o.c, in 18' end zones and 4' o.c, between zones, Diagonal brace option: � 31E31EIn 1 (2) 'L' braces space nails nt 3" o.c. vertical length may be 101 in 18' end zones and 6' o.c. between zones. doubted when dingonnt •�brace I5 used. Connect ♦V °L' bracingmustbeaminimum of80'Lofwebdiagonal brace for 385# " member length.at each end. Max web Brr`'e Gable Vertical Plate $Ines total length Is 14', 1 Vertical Length No Splice 2x4 OF-L #2 or Less than 4' 0' IX4 or 2X3 better diagonal Greater than 4' 0h but Vertical length shown brPP e; single - © less than IS' 6' 2X4 In table above. 45" ar double cut 0 Greater than 11' 6' 3X 411 <as shown) at + Refer to common truss design for upper end. III- 1■ ■ ■ 1111111111111111111111111e... g• • • • YY • ■ �� ■ ■ • Irl peak, splice, and heel plates. Connect diagonal at ontinuous Bearing Refer to the Building Designer for conditions midpoint of vertical web, RePer to chart above far max gab - - al length, not addressed by this detail. wE RNINGiw•READ AND FOLLOW ALL NOTES ON THIS DRAWING! i2•D PRQF�(" REF ASCE7-10-GAB12030 ■■IMPORTANT■■FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. iw C Trusses require extreme care in fabricating, handling,shipping,Installing and bracing Refer to and r — follow the lateat edition of BCSI (Building Component Safety Information,by TPI and SBCA)for safety �`w��r" DATE 10/01/14 • \ practices prior to performing these functions, Installers shall provide temporary bracing per BCSI. tfj�, 14659��i •' Unless noted otherwise, top chord shalt have properly attached structural sheathing and bottom chord DRWG A12030ENC101014 _ shall have n properly attached rigid telling. Locations shown for permanent lateral restraint of webs i shiltove bracing installed per abS,sections 63, B7 or BID,ns applicable. Apply plates to each face Y /L�J l I of truss and position ns shown above and on the Joint Detals,unless noted otherwise. (_�i i) [Nil �)i Refer to drawings 160A-2 for standard plate positions. AN ITW COMPANY Alpine,avsin of ITV Building Components Group Inc. shall not be responsible For any deviation from • ', ‘. .1- ; this drawing,anyfailure of to build the truss In conformance with ANSI/TPI 1, or for handling,shipping, 9 V MAX. TOT, LB, 60 PSF Installation&bracing of trusses. is y� A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional F''7 'Ii AYI engineering responsibility solely for the design shown, The suitability and use of this drawing }w ,� 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Se 2. /( Nw.C ' Earth City,MO 63045 For more information see this Job's general notes page and these web sites, R VV ALPINE. www.alpineitw.comi TPli www.tpinst.org;SBCA www.sbclndustry,arg, ICG wwwkcsafe.ars MAX, SPACING 24,0' IN118".8•1713+2017 R Rein ^ ocig ve kcer Sults Li LL, Lon T-Reinforcernent This detail is to be used when a Continuous Lateral Restraint <CLR) Or T-Reinf, is specified on a truss design but an alternative web L-Reinforcernent: or reinforcement method is desired, L-Reinf, / ` ip Apply to either side of web narrow face, ,, Attach with 10d <0.128"x3.0",min) nails at 6" o,c. Reinforcing member is , Notes al8thof web ,, member eg h. 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. " `—A"' Alternative reinforcement specified in chart below may be conservative, FA.For minimum alternative reinforcement, re-run design with appropriate MIMI FAA reinforcement type. T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Rein-Forcer-lent: 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()I) Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified / otherwise on Engineer's sealed design. <*) Center scab on wide face of web. Apply (1) scab to each t face of web. li . ... „....01.771,.... .,.. .... wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI w5INPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLINING THE INSTALLERS ``�1" TC LL P S F REF CLR S U b S t. Trusses require extreme care in Fabricating, handling,shipping,installing and bracing. Refer to and `+/ 4,Nuw --'— fallow the latest edition of SCSI atullding Component Safety Information,by TPI and SBCA) for safety 14659 .Q TC DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. - ,___ ___ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord " -- ,,,, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs BC DL PSF DRWG BRCLBSUB1014 � il=l'� n I shall have bracing Installed per BCSI sections B3, B7 or Hig, as applicable. Apply plates to each face •*+ ------ --- _ ,1 lul ) �\\\viii of truss and position a shown above and on the Joint Details, unless noted otherwise. BC LL PSF i—L v.l Refer to drawings 160A-Z for standard plate positions. oe e: ' AN ITWCOMPAN., Alpine, n division of IT Building Components Group Inc. shall not be responsible for any deviation From V TOT. LD. PSF this drawing,any failure to build the truss,n conformance with ANSI/TPI 1,or for handling, shipping, le. 7 1 9�QJ_y Installation 4 bracing of trusse • V1 A seat on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The sultab6ity and use of this drawing �`�r/4NYf.(,1O OUR, FAC, 13389 Lakefront Drive for any structure Is the responsibility of the }Mang Designer per ANSI/TPI 1 Sec.2, RR Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, ALPINE, www.alpineitw.coml TPI, www.tpinst,orgl SHCA, www.sbcindustry,org/ICC, www.iccsafe.org Renews:12/3112017 SPACING THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - A4CAP) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MNFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 1 ell 10 10 3-2-9 0-0-7 .� Ihihhhhoem . 0-0-7 ___i_ , —i---- 3X5(D1)=---- 11-9-2 / 3X5(D1)= 1.5X4 III 3X5(D1)= Fc 3-9-12 3-9-12 I, 3-9-12 _I_ 3-9-12 ,J Fc 7-7-8 Over Continuous Support R=88 PLF W=7-7-8 RL=6/-6 PLF Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. u1Ort^F TY:5 OR/-/1/-/-/R/- Scale =.5r'/Ft. Truss Comppoonnen,of Cornelius ((503))357-?118 **WARNING]•" NLAo AND WWII ALL NOIEs ON MIS LUDIAS I �+�i+ r TC LL 25.0 PSF REF R7175- 86664 _ 825N4thAve,ComeLusOR97t13 ...IMPORTANT". FURNISH THIS DRAWING 70 ALL CONTRACTORS IICLUDINe 71E INSTALLERS. Trusses reditioire extrema bete ,n fn M1C mponen Safety g.I or at on installing TC or sr;safety an and (prior 41 DATE 08/02/16 the latest edition n„or ecsl (hyneire Component serwty lnformeg by TPI o"prcnir+a rety prwcU caw priori a 1 4659 TC DL 7.0 PSF a our-forming ha l msehave rproperly.attached ers shallstructural provide roy tobracingho par all h e Unless noted attarwis. Q•. j..' to chord snail hada properly n for pe man raI smarming and bottom Chord shave have properly d attached • BC DL 10.0 PSF DRW CAUSR7175 16215171 e rig a ceiling, Locations shown for Permanent lateral restraint of.abs shall neve bracing installed per BCsI R; — .,,,a ,4 P O N sw B3 Si o, unlB10ess as applicable. Apply plates to wenn face or tors and positionnabo a and on +irwr tAl g tailor. ynlass rotedBuil otherwise. Refer to drawings,bno_Z fpr truss prat positions. BC LL 0.0 PSF CA—ENG CWC/CWC Alp y visionfailure of ITV Building Components Group Inc.shall not be responsible for than for any Caving-on from this ♦:i`.1. y ralraci gb bairn the truss cwnfcrmanca with ANSI/TPI ,, or ror, Handling, whipping. 4.0. ay TOT.LD.LD. 42.0 PSF SE AN fTW COMR4NY installation a bracing of trusses. � 1� N— 214271 . A...l on this erring er hover pee.listing tms drawing, indicates.po.ptenoe of professional engineering f T 1 SEQN- .PI.Iy for the design shown. The suitability end re.of this drawing for any structure Is the s3sl Rg��aargtt respor.Ibi l ity of the Building Designer per Alai/TWI ,Ses.2. s1j�Nw.G-ro DUR.FAC. 1.15 FROM I KE Sacramento,CA 95828 ror more informationsee is job's general pogo and theso wcb JRE F- 1 VSV7 1 75206 ALPINE:www.aipii0,0,0 Dom; Tel eine tpinst.org;WTCA:www.abcin0ustry.com; ICCfwow.iccsore.org Renews:12131/2017 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - A3CAP) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" Wind loads and reactions based on MWFRS with additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 4X5=-=- 1. X5=10 7 NIN. I 10 1 /' --- 1-8-7 0--L_ I a 0� i --.1— ////////////////////////// i ,1-9-2 3X5(D1)= 3X5= 1.5X4 I1 3X5(D1)= —2-0-0 '+E 3-7-8 4c 2-0-0----).1 1_ 2-0-0 ,I_ 3-7-8 ,_i_ 2-0-0 Ec 7-7-8 Over Continuous Support R=88 PLF W=7-7-8 RL=3/-3 PLF Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 . . QTY:2 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon ((503))357-2118 a'MRNINGI READ AND FOLLOW ALL ROILS ON IRIS DRAWING! 4 1 QP4F TC LL 25.0 PSF 825 N 46i Ave,Cornelius OR 97113 •rINPORTARra' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. �� REF 87175- 86663 rxl, shipping, installing and nreningla Refer to and fel,— T edition extreme ra In Pahrt ° hafet ern ion, Lnll �,' ' ° ,6,.. ", TC DL 7.0 PSF DATE 08/02/16 'the latest al ti on oP of cio(Bulltlt ng Component Safety Ie Labatt on, by TPI and WTCA) for rorty practices prior 14659 Lo p -ming those ILrw Ltons. lnslall .11 provide temporary broom!per KCS!. Unless no Led°Lfwrwise. • ./411164 top rn❑ hall have properly attached 1 sheathing and bottom chord shall have a properly attached CI e rig ling. Locations shown for permanent lateral restraint oP wrhs shall have bracing installed per SCSI ,., •.� F BC DL 10.0 PSF DRW CAUSR7175 16215170 A I _Al N sectionsB3, 87 or 810unless as appinoted oher. Apply fplates to to each race-ofZ for and position as shown above and on .I ' the Joint D ialls, unless nBuil Building Co otherwise. Refer to drawings 160AlnotZ Por starespdardonsible plata posit/date BC LL 0.0 PSF CA-ENG CWC/CWC Alp- y failure of ITR Bu Atli ng Components Group Inc.shell not be ror for Por any deviation from this drawing, y Pallura tp build the truss In conformance with ANSI/TN 1, or Tor nandlt q, shipping, AN ITWCOMPANY installation a brae ing of trusses. q t`^, TOT.LD. 42.0 PSF SEQN- 214269 A...l on this drwleg or cover pogo listing thle drwlry, Indicates accept la.of professional enQllwrllg fi0 7 tg'Q responsibility solely for the d..ign shown. The suitability and rsa of this drawing Par aro weriwtar.Is the # QR' DUR.FAC. 1.15 FROM I KE 8351 Rovana Cycle responsibility of the Building D.siptsr per ANSI/TPI 1 Sc.2. Nil R.00 0% Sacramento,CA 95828 For more information s is Job's general notes cage and t woo ^J� SPACING 24.0" JREF— 1VSV7175Z06 ALPINE: www.aipineiiw.com; TPI'. wow tpinst,org;WTCA:w.w.sh dustry.com, ICC: www.Iccsafe.org Renawa 19M11l9O47 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - HR1) Top chord 2x6 DF-L 2400f-2.OE Special loads Bot chord 2x4 DF-L 2400f-2.OE (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 1 plf at -1.48 to 1 plf at 2.72 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 1 plf at 2.72 to 1 plf at 8.42 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- From 1 plf at 8.42 to 1 plf at 11.10 DL=6.0 psf. TC- 149.66 lb Conc. Load at 2.77 TC- 114.65 lb Conc. Load at 5.38 Wind loads and reactions based on MWFRS. TC- 131.90 lb Conc. Load at 5.59 TC- 174.81 lb Conc. Load at 8.21 Trusses to be spaced at 0.0" OC maximum. TC- 186.17 lb Conc. Load at 8.42 WARNING! Panel-point deflections excessive Truss has vertical deflection of 0.32" due to live load and 0.34" due to dead R=429 U=144 load at X = 2-7-6. Creep increase factor for dead load is 1.50. 15-11-14 7-2-4 7.07 f 0-7-12 i 9-1-2 -1-- 3X5(81):------- 125-1 X5(81)15-12j 11-1-3 Over 2 Supports R=337 U=93 W=7.778" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.. 11117 �.TY:6 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon ((503))357-2118 esWARNINGI RIA)AND TOLLON ALL ewes ON tins swam! ��^^��..,, 825N4ttlAve,Cornelius OR97113 ...IMPORTANT". FURNISH THIS pWINGTOALL COMPACTORS INCLUDING THE INSTALLERS. !7 v TC LL 25.0 PSF REF R7175- 86662 T quire extreme care in fan n Safety i otishipping, installing and brani) for 98 et fart rind fano C . 9. ,9 TC DL 7.0 PSF DATE 08/02/16 the latest of BCS/ (Building Component Safety Informs by TPI and*ICA) for fety n practices , to N f. ny these 1"protirly. Machell ura provide ng andabo bravingchord duo all e Unless noted otherwise, tg chord shall have ions properly attached al lateral sheathing and bottomshall have a properly d attached BC DL 1 0.0 PSF n rigid usual Locations®Hawn far permanent lateral reatraent of webs Shall nese bracing inacal8etl per SCSIuDRW CAUSR7175 16215169 A_,.�11 N se t ons B3.ai sr Big, as ted thle, pply platen Co each face of us u Positron shown above and the Joint Details, unless note:Building Components ootherwise. para, to drawInc.Shell no_Z for standardibl platepositions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a y visiontenor of ITN Bullate ng truss i nacos Group Inc.snail not be Tor for Than l Try deviation from this OT,,,I('I' drawing. any failure to build the truaa 'n conformance with AN51/TPI ,,or for handling, shipping, AN IrwcoMR4NY installation A bracing of trusses. . 'FC, �gfb9 Qly�'', TOT.LD. 42.0 PSF SEQN- 214043 • Aa seal on this drawing or cower papa liming this drawing, indicates soapts.ae of professional snglnsering ,/ ,�y ponslblllty solely for the design shown. The suitability end las of this drawing for any structure Is the ` - 6351RovareLSrcle rape.lbility of tla Building Designer per AN:I.rPI ,Soo.:. �,�Nyi.G}�A DUR.FAC. 1.15 FROM IKE Sacramento,ca958z3 For more ts.00me ion this job's c,ga«C l as pegs and t JREF- 1VSV7175Z06 ALPINE:www.aipineitw.comCTPI:awww.tpi ,ora; wTCA:www.ab iranatry yam,web Renews:12t91l2017 SPACING 0.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - SJ6) Top chord 2x4 HF #2 120 mph wind, 21.30 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 DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=178 U=69 7Iii3-5-6 5-6-4 10 P 0-7-12 M f III-11 _4018-2-10 3X7(B4)(R) III R=84 U=22 L--1-11-4 ,la 4-0-7 J I< 5-10-3 Over 3 Supports >{ R=176 W=5.5" RL=104/-30 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.1 QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOre on 503 357-2118 ••WAR111NG1•• READ MIB EBLLON ALL ROILS ON THIS CRANING! O' REF R7175- 86661 po ) ••INPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING ME INSTALLERS. R'� TC LL 25.0 PSF 825 N 417 Ave,Cornelius OR 97113 Trusses require extrema BCSI care In fah n. Sfetyhandling,Information. instalby TPI end hrar ng. Rayer in ane follow ior ,,,p TC DL 7.0 PSF DATE 08/02/16 the latest edition oruncLio(B, Insg Component Safety le l-ematlan, by TPI aPe WTCA) f safety practices prior , 14659 a p ha thea, rproperly.attached strucuen pr ovide ng and bo tom hg per BCSall h Ue 1 ad attached RteI" top chord hart have properly a!acnes sir urar aneathl ng and bottom chord malt have properly a taches rigid 'I-ng. Locations shown for permanent lateral restraintofwebs shall have bracing ginstalled per BCS1 ,. t ry , BC DL 10.0 PSF DRW CAUSR7175 16215168 �L��� 1J sections83, B7 or B,D, as applicable, Apply Plates c each face or trussond position shove and on �f. theDetails unless noted otherwise. Rafe, to drawings 160A-Z forstandard platepositions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITR Building Companenca Group Inc.shell not he responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, •'' -« on a AN Irw COMR4NY An..iI nn this drawlnp hr no,.r vas listing Olio drawing, Indlp.tas*montane.of professional!!engineering 41•T•.'y 0, 4ir TOT.LD. 42.0 PSF SEAN— 214027 re.penelbrrlty.olol for the damply,shown. n.suitability and Me of thin drawl g 8351 xDlanacSTot� responsibility or the Bal D.." for.""'v"""I. i"n ,�� Q1� OUR.FAC. 1.15 FROM IKE Building ¢.r per MlslirpT ,g.p.Z. 'Mil G� Sacramento,CA 95828 For more information this job's gonorar notes page and these web s ALPINE:www.alpine,tw,com TPI swww.tplr .org; NTCA: www.sbctndusiry,com; ICC:www.iccsafe.org Renews:12131(2017 SPACING 24.0" JRE F— 1 VSV71 75206 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - SJ5) Top chord 2x4 HF #2 120 mph wind, 20.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=121 U=45 e _440_21-9-6 1 10 3-10-4 0-7-12 11 •-ll 18-2-10 ►=: R=43 U=3 3X7(B4)(R) III L-1-11-4 >I< 2-0-7----3.1 3-10-3 Over 3 Supports -3.1 R=140 W=5.5" f RL=66 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. @ROA.e. Y:1 OR/—/1/—/—/R/- Scale =.5"/Ft. Truss Com ents of Oregon (503)357-i.118 "WARNING/" lino AND FOLLOW ALL Alts ON /His DRAWING/ 825 N 4t I Ave,Cornelius OR 97113 ..I +T " FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C7e� s TC LL 25.0 PSF REF R7175— 86660_ Trrequire a r.rem care ,n rahrirating s handling, shipping, installing and bracing. Rarer t and Follow �`.Q TC DL 7.0 PSF DATE 08/02/1 6 the latest editionor BCSI Component Safety Information, byoTPl and WTCA) f r safety practic s prior 14659 to o'-rurmiU have functions Installers shall pruvtde temporary br'ecar,g per BCS/. Unless noted.,Itier'wase. . 41164, top chord sht all have properly attached structuralt sheathing and bottom chord shall have a properly a[ached rigid ring. locations shown ter permanentlateralrestraint of webs shall neve bracing installedper BCSI BC DL 10.0 PSF DRW CAUSR7175 16215167 e3, e7 or Bae, es applicable. Apply plates to each race of trussand posit- shown above arta o _ o)�N '3. the Details, unless noted otherwise. Refer to draw„,ga 160A_Z for standard P ns. n BC LL 0.0 PSF CA—ENG CWC/CWC /�=i 1—' Alp a division of ITW Building Components Croup Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or Por handling, shipping. Y - AN IrweoMA4NY Install.=Ion&bracing of trusses. ' C7 I Q TOT.LD. 42.0 PSF SEQN- 214026 . A pal on this drawing or*odor pap.listing this drawing, indicates acceptance of profp �'�'•1slon.l engineering }�, - r..ponibi l ity solely for the design shown. Th.suitability end B..of this drawing for any structure 1.t,. 4 • .b OUR.FAC. 1.15 8351 RvanaCircle r..pelsibility of the ding o..ign.r per ANSI/TPI ,s.p.Z. W. FROM I KE Sacramento,CA 95828 For m. Information sec job's general nospage end those woo sites: Renews:12/3112017 SPACING 24.0" JREF— 1VSV7175Z06ALPINE:www.alpineitwc TPIwp.tpinsi.org:NTUu wawbcindustry.com; ICC, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - SJ4) Top chord 2x4 HF #2 120 mph wind, 19.64 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 DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=61 U=23 10 11 0-1-6 / 2-2-4 0-7-12 r -- II 4408-2-10 3X7(B4)(R) III R=38 L-1-10-3—?9 1-11-4 Over 3 Supports R=83 W=5.5" RL=30 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY:1 OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon 503 357-2118 'aWARNINGI lm HLAD Arouge ALL NDIFS ON IBIS DRAWING! ta 1 'Cite , pp ••IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 1 825 N 4th Ave,ComeLus O 97 13 TC LL 25.0 PSF REF R7175— 86659 Trusses require(artes.c rn ;n fab 1 handling) nbieEinrl installing and tracngs. Refer to end follow _ , .. a �+2)r E' " TC DL 7.0 PSF DATE 08/02/16 toe.latest edition of (BuildingC mpt Safety Information, by 1 ee*ICA) for safety practicesprior to p 'o hg these functions. Installers le provide temporary epos bracing per BCSI. r...ed e 1.4858 topchord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint webs shall bracing Installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 16215166 15166 8or BID aaapplicable. Apply ferias to face of trusshdposition as shown above art an A�PII N EtM1 Details, unless noted otherwise. Refer to drawings for standard plata positions. Alpine, division of ITN Building Components Group Inc.shall not be responsible for any deviation from this BC LL 0.0 PSF CA—ENG CWC/CWC tlrawng, any failure to build the truss 'n conformance with ANSI/TPI 1, or for handling, shipping. AN ITP COMPANY ,nate l l at.en.bracing of trusses. --ta" _pq J�`,A+ TOT.LD. 42.0 PSF SEAN— 214025 A amyl on this drawing or cover pogo listing this drawing, Indls.tes.owptaroe of prof wlon.l engineering `Ra 7 i7" (1,`6r respon.iblllty wkly far the design show,. The suitability end me of thes drawing fr any.tructur.is v. 'Q�i DUR.FAC. 1.15 FROM IKE 8)51 Rev=Circle responsibility ar the Building Designer per ANSI/TPI 1 S.o.2. ��N .a,o��►w Sacramento,CA 95828 nor mere information is job's general .,o w pages and= web SPACING 24.0" JREF— 1VSV7175Z06 ALPINE:ww.al pure i'tw.cbm tTPl a www[pi,t.erg;eTG+:www.abei ntlustry.aom: ICCfwww.iccsafe.org Renews:12131/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - SJ3) Top chord 2x4 HF #2 120 mph wind, 20.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=175 U=67 :' 4_23-5-6 5-6-4 10 0-7-12 M ■MOMMOMME:' +18-2-10 3X7(84)(R) III R=75 U=20 Le1'L1-11-4->L 4-0-7 >1 14E-5-10-3 Over 3 Supports --.1 R=261 W=5.5" RL=123/-52 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. pl$Ro . TY:5 OR/-/1/-/-/R/- Scale =.375"/Ft. • Truss Components of Oregon 503 357-2118 ••MARNINGI READ AND FOLLOW AL NeITS ON IHIS MOWING! ••INroRreNr• FIAwISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TRE INSTALLERS. ep 4-- REF 87175- 86658 po TC LL 25 0 PSF 825 N 4th Ave,Cornelius O 97 13 w _ Trimmest require extromoBCS Be In rgh h Sanely°?,Information, installing WondTC hr " a r ane follow 14659�'lil TC DL 7.0 PSF DATE 08/02/16 the latest og tion or BCSI lax. Installers Ing Component t Se rely Information, Ebyn TPI and NTCSI f safety practices prior to V - hg l have rproperly tache)l raven,,a11 Pruvidelsheath ng an temporary tom chord per all h e a s.pr notedperly otherwise. _ top chord all have prop ly attached pe ural sheathing and bottom chord shall have a properly attached BC DL 1 0.0 PSF ,0111164 O srigidections II-ng. Locations haven for permanent lateral o each nt of webs shall epos bracing installed per Ocsl T:`1 DRW CAUSR7175 16215165 A���N s n 8Details. B]or unlB10ess a t. bye. Apply plates to wing race or for and position as shown above on the t De ailannlewa d otherwise. kora, to drawings 160A-Z fprsstandard plata positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a divisionof ITN Building Components croup Inc.shell not be responsible for any deviation r this •=--'� drawing any failure to build the truss 'n conformance with ANSI/TPI 1, or for handling. shipping, �( AN ITWC.OMPANY inate IIation.braving of[Tease,. 'FG •A00 .0. TOT.LD. 42.0 PSF SEQN- 214030 A...I ib this drawsolely or 000.r listing thiThe drawing, indd tmsLae aolrpt.r.of gfar any structure. uctlw..rlro 4���N 7 G�¢QQ DUR.FAC. 1.15 FROM IKE r..Po..lbl I Its rl.in+er ihe dregs l isti Th..drawi I,ty dao w of this awing for any al engine ri the W 8351 Rovana Circle reepoAlbnity or the Building D..Igner per ANSI/Tel 1 Sc.2. nr Saclunento,CA95828 ren more 'nforma ion his jobs general no and e s pogo at web ALPINE:www.alpineltw.comtTPI'wro�`.tainat.erg; NTCA: wee..Ibeirdustry. a; ICCssmix.lccsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1VSV7175Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - SJ2) Top chord 2x4 HF #2 120 mph wind, 20.05 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 DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=115 U=43 t'J 1-9_6 1 10 3-10-4 0-7-12 -1-- Ell U _008-2-10 R=41 U=2 3X7(64)(R) III Lc 1' >1.r.--1-11-4 2-0-7-->i F3-10-3 Over 3 Supports R=227 W=5.5" RL=85/-41 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01,00.0 • QTY:5 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1118 "WARNINGI" NEAR AND MLLUf ALL NDIES ON IRIS BRAMINCI ��Q 1�` 825 N 4th Ave,Comellus OR 97113 ...IMPORTANT.. FURNISH THIS ORY1111C TO ALL CONTRACTORS INCLUDING THE INSTALLERS. F TC LL 25.0 PSF REF R7175- 86657 Trequire extreme care In 1.41,h-sting, rMli„g, wni pPl rlB, installing and brnr'rg. Refer to and Aglowe the lot edition of BCSI (Building Component Safety Information, by TPI and PTCA) for safety practices prior w 4 °" ... TC DL 7.0 PSF DATE 08/02/16 "P .ny these rurcLionw. Install ell provide Lemporar-y bracing per WS!. Unless noted et/lei-wise, Ir. 1 46 59 9 Cop hod shall have properly attached I sheathing and bottom chord shall havea properly attached BC DL 1 0.0 PSF A rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI ,4�P� sections B3, B7 or 010 as applicable Apply plates to each face of trus and position as shown above and on �1 DRW CAUSR7175 16215164 the J I t Details, unless noted otherwise. Refer to drawings 1BDA_2 for standard plate positions. ` BC LL 0.0 PSF CA-ENG CWC/CWC Alp- e, a div sion of ITN Building Components Croup Inc.shall not he responsible for any deviation from this drawing,nsta I l any failure to r ildtru the truss n conformance with ANSI/TPI 1, or for handling. snipping, w -- w,,, TOT.LD. 42.0 PSF SE N- 214018 Aro ITW COMPANY ieatenpat an f brae,ng or trusses. SEQN-Assaf on tills drawing or mover ppm listing Milli drewirlp, Indiawt.wewptenow of profmlon0l minoring ' 1,5° 9 1 parolbl l lty solely for tro design these. 7M mutability mid w of this drawing for wry structure Is the *' 7: `5 8351 Rovana Circle responsibility of tlo Building arignor pm ALLSI/Tp1 1 Som.D. W' AX W.C pQ4 DUR,FAC. 1 15 FROM IKE 53prooento,CA 9582 swoon more Inform: Ice this job's general s pogo and thaso web sites: A SPACING 24.0" JRE F- 1 VSV7 1 7 5206 ALPINE: .alp hiei tw.cam tTPl s erwx cpl nat.org; PTCA: waw.sbcl ntlustry.uom; ICC: www.iccsare.org Ranpwp:121311SC17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - SJ1) Top chord 2x4 HF #2 120 mph wind, 19.22 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 DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=46 U=20 1,1 0_1_6 10 __i__ 2-2-4 0-7-12 —�� 18-2-10 3X7(64)(R) III R=37 Ic 1' -1-10-3- 1e 1-11-4Over 3 Supports 1.4„ R=176 W=5.5" RL=49/-31 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.E .. QTY:5 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components Comeegon ((503))357-!118 `w. FURNISH `•HIS RAWANU roues Au wlLs DN IHIs INCLUDING I �.� AFF TC LL 25.0 PSF REF R7175- 86656 825 N 4th Ave,Comellus OI297113 "IMPORTANT". fuRNISN THIS DRAWING le ALL coNtRAc7oRs INCL1Al1AG TIE INSTALLERS. T require extreme care In Tnhrlrnrinrl handling, shipping, InsrAlllnry and brae,ng. Refer to and follow C , the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) Tor safety practices prior & ' 14859�`,I�`k•.r. TC DL 7.0 PSF DATE 08/02/1 6 "p ry Lllann functions. tl na Lnllnr'nuctall Fruvl do temporary bracing per W:SI.BVUr lens noled uttaxr wise. saw. - • top hod hall have properly attached structural sheathing and bottom chord shall M1 properly attached ,� rigid ' rre. Locations shown °'permanent lateral reegralrH of webs shall have bracing installed per ,; , ^, BC DL 10.0 PSF DRW CAUSR7175 16215163 ��� ® 87, a: BIG s applicable. e. R Places to h face or for and rd pl shown Cove rM f_-' the °Int o®=aria, nnl»sn nn=ed°=hnrwla°. Rafal t°tlrawi�ga t60A-z PornatarWard •pia p BC LL 0.0 PSF CA—ENG CWC/CWC '•�1 Alp'n g1„.,.°'. dl vier on oT IT11 Bulltl ng Corlponants Group Inc. Shell rot be esponslble Por eery 0°vie`-on from CM1is draw-ng any Failure to build,t truss In 2,1, mm�ce w,tM1 ANsI/Tel t,ror Por ha ralilg, shipping, `'r-i' AN ITWCOMR4Nv installation 6 bracing of tronwoa, g "" TOT.LD. 42.0 PSF SEQN- 214017 . A...i l,Ihls lfslnp or oay.r papa listing this drawing, 1a111eN:N.pMpt.nss of prof. Iorsl.npinw.flhg • ' rFC,,), 'I O Q ty wl.ly for w w.lDm shown..The suitability end rar of this dr..r5 for any structure I.th. ���. I DUR.FAC. 1 .15 FROM IKE responsibility of cls Building Designee- 8351 Rosana Circle ro ares!per ANSIZTPI t S.p.z. Sacramenlo,CA95828 Tor more Information w 'this job's genoral notes page and those we SPACING 24.0" JREF— 1VSV7175Z06 ALPINE:www.olpineitw.roml TPI:waw.tpinst.org, WTCA:wwv.sb°Industry.com; ICC:sites; Renews:12131!2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - EJ3) Top chord 2x4 HF #2 120 mph wind, 20.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. *23-5-6 1 R=186 U=66105-6-4 0-7-12 „ / 13 ■. J 18-2-10 3X7(B4)(R) III L1' .1..- 5-10-3 ›J- 2-1-1—eJ Ft 7-11-4 Over 3 Supports >I R=360 W=5.5” RL=123/-52 R=150 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. 1886 TY:6 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components on 503 357-2118 ••WARNINGI•• Rum AND FOLLOW ALL ROILS ON ixls DRANINGI �, p g { ••IlmoRrANr• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TRE INSTALLERS. � „ TC LL 25.0 PSF REF R7175- 86655 825 N 471 Ave,Comehus O 97113 Trusses require extreme rare in og Cooating nar•,ling ehi PPlnn. Installing and bran rhi. Refer and follow 14659 TC DL 7.0 PSF DATE 08/02/16 the 1 edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior to per-gar-ming tfmse Functions. Installers shall provide temporary brining per.BCSI. Unless noted toUrorwise Odlillikk r _ top ford shall have properly attached structural sheathing and bottom chord shall have a properly attached I'A'*`.. BC DL 1 0.0 PSF rigid ening. Locations srhowwntmr permanent lateral restraint or webs snap have crating installed tper Bcsl „�„•; DRW CAUSR7175 16215162 A sect'ons B3, 81 or B10as apPlicehle. Apply plates to each face of truss and position as shown above arta o _ n ALp0�I� ' the clot Batalla, unless noted otherwise. Refer to drawings lbOd z eafayta dab aplate positions. BC LL 0.0 PSF CA-ENG CWC/CWC _.� ' v Alpine, a division of ITN Building components Group Inc.shalt pons any deviation from this - �G µ drawing. any failure to build the trine In conformance with ANSI/TPI 1, or for nandliig, shipping, � • ��y\I AN ITw COMPANY instaIIetion A bracing of trusses. g0 t TOT.LD. 42.0 PSF SE N— 214036 A...I en this drawing or cover P.S.listing this drawing, Indicate.wawpt.naw or prof...lanal.nglriwring 4 7 1 QA"�f Q rwpoa.ibi l lBy solely the anion.hewn. The suitability aro,.e of this drawing for any.=mature I.the '�TjAxW.�,�p► DUR.FAC. 1.15 FROM I KE 8351 Riwarla Circle responsibility of the Building D..lgn.rm per ANSI/TPI 1 Sw.2. SacrameNo,CA 95828 for more ion his fob's genoral notes pogo arta thoso web s ALPINE:www.alpinerte.com`TPI www.tplrnt.org;WTCA:wvw.sbcindustry.com; ICC: www.iccsafe.org Renews:12/31!2017 SPACING 24.0” JREF- 1 VSV7 1 7 5Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - EJ2) Top chord 2x4 HF #2 120 mph wind, 20.05 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 DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. ll R=132 U=39 21-9-6 / 3-10-4 0-7-12 --i— PI IIIIIMIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIMIIMIIMIIIIIIMIPJ 418-2-10 3X7(B4)(R) III L 1 ' >i< 3-10-3 >Ic 4-1-1 I E< 7-11-4 Over 3 Supports R=288 W=5.5" R=144 RL=85/-41 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 11116p TY:6 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components Cornelius on 503 357-2118 ••MRNI FURNISH RLAo RAW FOLLOW ALL ROILS ON IRIS IN BIIAINGGI �a4 � TC LL 25.0 PSF REF R7175— 86654 825 N po ..IMPORTANT.* FURNISH TTHA DRAWING TO AL CONTRACTORS ON 3 INCLImIIG I INSTALLERS. 4th Ave,Comehus O 97 13 r- Trusses require extreme cars in fabricating, end n nn. shipping. n eand ug WTC framing.= Refer a and fp -ser 14859 '9 TC DL 7.0 PSF DATE 08/02/16 the latest t,then of BC 51 nBuild et Component I fete Information, by TPI and WrCA) for safety ted where prior to p ...rent,these luna.lh one. Ina Pete' 11 pruvndn Lnmpu. .Y III et.ng per BCSI.aUnless noted uthnr wise r.. - . top horn hall have properly attaches t a+ sheathing and bottom chord shall h a properly attached BC DL 1 0.0 PSF w rigid ceiling. Locations shown car permanent lateral restraint or webs shall have bracing installed per Besl '.. a DRW CAUSR7175 16215161 p Ce t" 83. B7 or B10, as applicable.. Apply plates to each face of trussand position as shown above end o h Details, unless noted otherwise. Refer to drawings 160A-Z forstandardplate positions. BC LL 0.0 PSF CA—ENG CWC/CWC A —�1J I V Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing• any failure to build the truss 'n conformance with ANSI/TPI 1, or for handling, shipping. - AN ITWCOMR6NY Installation A bracing of trusses. °+ '" TOT.LD. 42.0 PSF SEQN-Ap.l on this drawing or cower pogo I Ieting this drawing, Indioa'W eooptance or engineering C• `� gay N— 214021 ponsibillty solely for the design shown. The suitability mild use of this drawing ng �I •7. 1 Q`fI Q 8351 Roans Circle responsibility or the Building Designer per ANSI/TPI 1 Seo.2. ^g any structure Is the Sacramento,CA 95828 For more hon this no and t ` Apry,C�'►�' DUR.FAC. 1.15 FROM I KE ALPINE:raw. 1 nentw cum�TP s Job's genu cal es page a web s a pIi` l uxw.twyhnt.arg: wrcA:www.ebeindnatry�m`: Ice: Iw"..lecnarn.arg Renews:12/3112017 SPACING 24.0" JREF- 1VSV7175Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. • (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - EJ1) • Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 66 plf at -1.00 to 68 plf at 1.85 I 120 mph wind, 19.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.00 to 5 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 plf at 7.94 DL=6.0 psf. BC- 36.57 lb Conc. Load at 2.00 BC- 41.07 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. BC- 75.04 lb Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 10 1 .420-1-6 R=104 U=3 "Y 2-2-4 0-7-12 1 418-2-10 r 3X7(B4)(R) III �i-o-o -1-10-3 6-1-1 ?) [< 7-11-4 Over 3 Supports R=216 U=18 W=5.5" R=142 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.' :%aCI.OZ, ITY:6 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components 503 357-1118 •*WARNING! RLAD AND FOLLOW ALL melts ON THIS DRAWING! +5, TC LL 25.0 PSF REF R7175- 86653 po ( "IMPORTANT" FURNISH THIS DRAWING 70 ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 97 13 w Trusses tenni re [roma vara.n fan i �t hnrxtl lrlg. shipping, installing n,liner.' 1Refer to and follow �IC� 1 TC DL 7.0 PSF DATE 08/02/16 the latest editionofBCS! (Building Comp Safety Information, by TPI and[RCA) for safety practices prior to performing these function, Installers uctall Vruvrde temporary br aa:r ng per HCS!. Ur loan noted utfvarwrse, • top chord shall properly attached structural sheathing and bottom chord shall have a properly attached ..maw rigid ceiling. Locations U.S. for permanent lateral restraint or wanes anal) have bracing installed es par BCS! I j 1 BC DL 10.0 PSF DRW CAUSR7175 16215184 i. t 83. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o A(1—,P)0 N a as nG ' the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. Alpine, a division of ITN Building Components Group Inc.,hail not be responsible for any deviation from this BC LL O 0 PSF CA EN CWC/CWC drawing, any failure aci to r ildtru the truss .n conformance with ANSI/TPI ,.or for handling, whipping, TOT.LD. 42.0 PSF SE N- 21 4032 AN ITWCOMA4NY installation a bracing or Lrnawea. .. ..... ql �wV,r . A...I on this dressing or newer p.p.listing t ie drawing, Ifdlo.tA..00.ptare.of prof ssloni.nglnNrlr,g �"•7.�� AQy 4 rw.p.r.IhllIty..l.ly for dChi.in design shown. The sult.bl l Ity e./use.r this droving ran any structure I.the '�ngN1�r�,�AQ DUR.FAC. 1.15 FROM I KE 8351 Roma Circle r«par.lelllty or til.Building DrlDn.r par ANSI/TPI t Sss.t. Sacramento,CA 95828 Far more information this Jabs general notes page and these web a SPACING 24.0° JREF— 1VSV7175Z06 ALPINE:wwa.alpinei'tw.comtTPI: www tpinst.org;WTCA:www.shcindustry.com, ICC:www.rccsafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - X1) Top chord 2x4 DF-L #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud TC- From 68 plf at 0.00 to 68 plf at 7.94 BC- From 10 plf at 0.00 to 10 plf at 7.94 120 mph wind, 22.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 919.00 lb Conc. Load at 2.00, 4.00, 6.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 .5X4111 / 10 4X12# 110: 7-3-2 _i_. All 0-7-12 PP 411 , " 4_18-2-10 i isiiiirie H0312111 3X5(R) III 3X7(83)(R) III Fc 4-0-0 I` 3-9-8 112 4-0-0 ' 3-11-4 Ic 7-11-4 Over 2 Supports R=1703 U=121 W=5.5" R=1675 U=119 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(096)/4(0) 16.01.00.0QTY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. ••WARN INGI•• Palo AND FOLLOW ALL ROILS OR IH IS URANI1Gl �G F TC LL 25.0 PSF REF R7175- 86652 Truss Components of Oregon 503)357-_118 Q,�. •IYPBNTANi` FUHRISM THIS OIWINp 70 ALL CONINACTBRS INCLIAING 71E INSTALLERS. 825 N 4 t�i'IAve,Cornelius O 97113 4 TC DL 7.0 PSF DATE 08/02/16 T quina extreme care in fah -, I c handling, 1gl Ppl " installing»M hr l Refer to and follow the latest edition of BCSI (Building Component s fety Information, by TPI and NTC%) safety practices Prior t performing these functions. Installers shell provide temporary bracing per KS!. Unless twl otherwise, 14859 . 4416. top chord shall have Properly attached structural sheathing and b chord shell h properly a Cached BC DL 1 0.0 PSF rig,d ceiling. Locations shorn for permanent lateral restraint r webs Shall have bracing installed per BCSI DRW CAUSR7175 16215143 A IL�0 N s 03, B7 or unless as applicable. Appy plates to each face of for and position horn above and on 1 1 the J petalls unless noted otherwise. Refer to drawings,BOA_z for standard platepositions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpin, a division of ITN Building Components Group Inc.shell not be responsible for any deviation from this dray ng any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. •,:;��.,•. - TOT.LD. 42.0 PSF SEQN- 214123 AN ITW CAMFANY installation&bracing or trwssos. . A seal on this drowlrg or cover pogo listing this gnawing, indicates eeespt ice of professional•nginoorlrg responsibility solely for the design shoes. The suitability and Me of this growing Por•Fry structure Is the / , 7w.�� Q responsibility of the Building Designer per ANSI/TPI 1 Sed.2. .ff4N ••CV' DUR,FAC. 1.15 FROM I KE 8351 Revere Circle r �p Sacramento.CA 95828 For mora information o his job's general no s sego and c Rob R SPACING 24.0" JRE F— 1 VSV7 1 7 5206 ALPINE,rww.alpineits.com Y TPI jwew.tpl t,org;NTCA,wrw.sbcindustry.com; ICC,wwa.iccsafe.org R.-to—v12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - X) Top chord 2x4 HF #2 120 mph wind, 21.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 .5X4 HI 1 .5X4 7-3-2 10 r- 0-7-12 Ed NS I.---1!IMIMIIMIIIMIIIIMIIIIIIMIMMIII. , 4_18-2-10 T 3X5(R) III 3X7(B4)(R) III L1 ' J Lr 3-11-13 , I_ 3-9-11 1 12 JL E7-11-4 Over 2 Supports al R=428 W=5.5" R=346 U=77 RL=166/-63 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.. :r •TY:17 OR/-/1/-/-/R/- Scale =,3125"/Ft. Truss ComponentsofOregon (503)357-1118 •WARNING!•• READ AND FOLLOW ALL ROILS ON IRIS DRAWING! Ofie REF R7175- 86651 825N 411 Ave,Cornelius OR 97113 ••IRFORTAI FURNISH THIS DRAWING TO ALL CONTRACTORS INCLINING TIE INSTALLERS. tgTC LL 25.0 PSF T require extreme r hrl,afina handling, shipping, installing and gra irm, Rarer to and follow 4, 'r, the latest edition or BCS! (Building Component safety Informs by TPI and RTCA) for safety practices prior kA 14659 9 TC DL 7.0 PSF DATE 08/02/16 te p d she tra,av!prop tache lersstructura psheath temporary bracing ho Par SCSI. Unless prod attached ap d algal have properly attached man Wal sheathing and sora shave have a properly stall d per BC T..,'i J 40 BC DL 10.0 PSF A rigid ceiling, Locations shown r permanent lateral restraint b anal) have bracing installed per . DRW CAUSR7175 16215160 A rl '�O N sections B3 ai or unlB10ess as aPPlnoted other Apply plates to winM1 raceoffor standard position as shown above and on �I the ane, Details,division pof VF r>otad ing Colsa. Refer up drawlshangs l no_Z!,res ansibl P,ata poo eviati BC LL 0.0 PSF CA-ENG CWC/CWC Aawing, a faiur of ITN build the t Components Group Inc.shall not be for for responsible for any deviation from this »_N'. drawing, any!allure to bulla see tr us, in conformance with ANSI/TPI 1, or for na,dli ig, shipping, - �w�A ANITWCOMPANY in,taaaatianAar.airrgartrusses. engineering F�7 199 `ira�wr TOT.LD. 42.0 PSF SEQN- 214024 . A...I on thi.drawing of cover paps listing this drawing, Indicate..00.pt ro.of professional reepon.lbl l Ity alae,for the design shown. The suitability and en.of the,drawing far aro.v�tl,f.1.the ' NW/ OP DUR.FAC. 1.15 FROM IKE 8351 RamaCade r..pon.I bII Ity of t»Building DawlRn.f per ANSI/TP S.e.x. Sacramento,CA 95828 for more ;on i,Ms's general a a Page and SPACING 24.0" ALPINE: .aapineitw,comtTPl:www coin .org;NTCA:aww.abcindustry com,ICC:eww.iecaare.org Renews:12/31/2017 JREF— 1VSV7175Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - K1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III r G 1 .5X4111111.5X4111111 4. 7-8-12 10 1--- 0-7-12 Mil ... 49-1-2 I 4X5= 3X7(64)(R) III 3"12 Lr 5-0-0 3-2-4 _1.1 -8-6-0 Over 2 Supports R=453 W=5.5" R=371 U=40 RL=132/-65 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. Dl Rope TY:3 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)3572118 "WARNINGI" READ AND Rua ALL soles oft IRIS aPAIIsol "� TC LL 25.0 PSF REF R7175- 86650 825 N 4th Ave,Comehus OR 97113 **IMPORTANT.* FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. rwJ r Trusses e.nre extreme cB In fgn 1 handling, shipping, installing ATd bran nRef to follow n w 4!&01/1' '� e the latest adrelon ofe (Building Component Safety lnformal' by TPI nWTCA) for safety practices ori 14859 TC DL 7.0 PSF DATE 08/02/16 w p ng theselura[ ns. Installers shall provide temporary bracing per BCSI. Unles noted otherwise, top h a snail have properly attached structural sheathing and botcom chord snail have a properly attached rigid Ceiling. loostions shown for permanent lateral restraInt of webs shall have braCing installed per SCSI BC DL DRW CAUSR7175 16215159 10.0 PSF59 . sections 83 87 or B70. as applicable Apply places to each race of truss and posit shown above and on IL Ol11 N the B tails, unless noted otherwise. Referto drawings 760A-Z far standard platepositions.oBC LL 0.0 PSF CA-ENG CWC/CWC �=111—,r ' I—, Alp division of IVO Building Component.croup Inc.shall not be responsible r any deviation from this + drawing, any(allure to build the trues 'n conformance with ANSI/TPI 1, or for handling, shipping, �yV AN ITWC.OMPANY instal Ietlon a bracing of truss... 'F e°+ TOT.LD. 42.0 PSF SEN– 214242 A sol on this drawlr pose listing this drawlprofessional engineering C':7.19 `fM SEQN- or cover ro drawing, Ind ldstN ao..purlw of responsibility solely ler the design shown. tn.wolt.bi l Icy and tale of thin drawing for shy structure Is the f'�"4Nwa eva.� OUR.FAC. 1 .15 FROM IKE 8351 Rocare Ogle responsibility or tho Building Designer per ANSI/TPI 7 See.2. Sacramento,CA 95828 for more information wap ia;a°'a general rotas cage and` wbb Renews:12/31/2017 SPACING 24.0" _PREF-- 1VSV7175Z06 ALPINE,www.olpineitw.co ; TPI www cw pinst.org;NTCA,w .sb dos rY.com; ICCs sew.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - K) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. Special loads Wind loads and reactions based on MWFRS. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 68 plf at -1.00 to 68 plf at 2.00 Right end vertical not exposed to wind pressure. TC- From 34 plf at 2.00 to 34 plf at 7.94 TC- From 68 plf at 7.94 to 68 plf at 8.50 In lieu of structural panels use purlins to brace all flat TC 0 2411 BC- From 5 plf at -1.00 to 5 plf at 0.00 OC. BC- From 10 plf at 0.00 to 10 plf at 8.50 TC- 600.00 lb Conc. Load at 7.89 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- 141.55 lb Conc. Load at 2.00 load applied per IRC-12 section 301.5. BC- 144.35 lb Conc. Load at 4.00 BC- 149.97 lb Conc. Load at 6.00 Deflection meets L/360 live and L/240 total load. Creep increase 5X5R BC- 345.51 lb Conc. Load at 8.00, 8.44 5X5(R) III factor for dead load is 1.50. I,7 t t 1.5X4 III I 7-2-0 7-3-2 10 0-7-12 - I! 9-1-2 e - 3X5-- 3X7 III 3X5(B1) L1' 1 4-10-0 3-8-0 4-10-0 + 3-1-4 0 ;2 L~ 7-11-4 ,L-J 8-6-0 Over 2 Supports R=596 U=10 W=5.51' R=1667 U=259 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Com encs ofOre on 503 357-.118 "MARNIMGI e` sow AND fOLL�ALL MLS ON IHIS DRAWING! „ F REF R7175- 86649 pon ' ••IrPmrMm• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS.' TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97 13 S r True. a require a r.ems r in ratification, handling, shipping Illrg and bran ng. Rarer t. and full rnv Q ' ' TC DL 7.0 PSF DATE 08/02/1 6 the latest edition ofrBCSIr?Building Coreonent Safety Information, by TPI a.MICA) safety practices prior 14P 59 .1� to Pchord ha Il have ('properly attacInsithed etu structural pruvitlesheath temporaryo bracing Per BUS!. e Unless eel attached Al:"'r•�V// Vi! -T rig chord mall Lave properly a tar had sir ural lateral sheathing and bottom chord shall M1 properly ly dtperhad BC DL 1 0.0 PSF rlg'd catling. Locations shown r permanent lateral restr t f b shall have bracing installed per Bcsl DRW CAUSR7175 16215158 A�uO l N sections 6D Details, s,BID as noted applicable. Apply plates to each race or for and rd plate as shown above end on +yf i 1 The Joint Details, unless noted cable.A. Refer es todrawings ace or truss standard Plato as shown a Alpine, any failure to build the truss renis Croup Inc.shall not he responsible for any devshipping,on from this « „-,. BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng a division of ITN Building Components canrarmarga with ANSI/TPI 1, or for handling, snipping. AN ITWCOMPANY IretaI lotion A bracing of treses. pq �..4 TOT.LD. 42.0 PSF SEQN- 214240 • A Pal on this drawing or cover page listing this drawing, Indicates acceptance or protwionsl engineering • ,tC 7 17•' {�(y' / responsibility solely for the design shown. The suitability ars hre of this drawing for aro structure I.the .` `S DUR.FAC. 1.15 FROM IKE 8351 Rowe CirGla responsibility of the Building Designer per ANSI/TPI I See.2. '4411w•/At�� Saernnento,CA 95828 For ma information s is Job's geonral. Page and those sob V•• SPACING 24.0" JRE F- 1 VSV7 1 7 5206 ALPINE:mew.alpinel .cwn, TPI:waw tpinst.org;MICA:ware abcindustry.com, ICC: www.lccsare,org Renews'12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - J3) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1.50. 1.5X4111 i 10 3-6-12 0-7-12 Il ■ I i— J 10-1-2 1.5X4 III 3X7(84)(R) III L 1 ' >J 3-2-4le1►� 3-6-0 Over 2 Supports R=231 W=5.5" RL=63/-39 R=151 U=18 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY:15 OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Comppoonneents of Oregon (503)357-2118 ••W1IRNINGI•• READ AND FOLLOW ALL NDILS ON Ims DRAWING! NS�R1* Ott TC LL 25.0 PSF REF R7175- 86648 825 N 4111 Ave,Cornelius OR 97113 •aIWPORTANC. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. T require worms raM1 1 ng shipping, Installing and bran,ng. Rarer and follow r /"Q`!» DATE 08/02/1 6 the let edition of SCSI (Building Component g handling, Cy Information, by TPI and WTCA) for safety pr prior 40 1 46 59�/ TC DL 7.0 PSF to p ng Lheaa Iurict. - 1 :tall . ell provide temporary braving Per lu:Sl. Drileaa fro Led U 'wise. _ r' /41116 top chord shall have ioproperlyattachedrpe Nal lateral sheathing and bottom cshall than nava a properly had �!. BC DL 10.0 PSF DRW CAUSR7175 16215157 Ta rigid ceiling. Locations �8 to shorn for permanent lateral ¢scralnt or Napa shall have bracing Thecal lea per SCSI �J�0 N E sections as noted applicable. Apply plates to each face or for and position as shorn above and an • t . the Joint Details, unless Buil wngeComponwise. Rarer to Inc.drawingssha 160A-2 for standard plate any deviation BC L L 0.0 PSF CA—ENG CWC/CWC Alpine, a y failure of ITN Building t ussinentscon Group I,wi shall not be Nor for hen for erry deviation frdn this • • t N;; drawing, any ran we to build the trues -n conformance with ANSI/TPI ,, or for hanalllg, shipping, - TOT.LD. 42.0 PSF SEQN— 214244 AN ITW C.OMR4NY installation a bracing of trusses. .;. V . A Mal on MI.drawing or cover pogo Il.ting this arming, Indicates aoo.prrroe of prof.Mlmol engineering ri0 7 VI% responsibility wifely far St.resign.loon. The suitability and nm of thio drawing for aro sera:more I.the respanlbllity of the Building Designer per ANSI/TPI 1 s.a.2. FROM I KE 8351 xa Circle NNW.Mkt.' DUR.FAC. 1.15 Sacramento,CA 95828 For more inn lanai general ,pagn and tnnan web SPACING 24.0" JREF— 1VSV7175Z06 ALPINE:wrw.al pine i'tw,com;t TNI Lwwv tpl r .org; wTCA:awr.abc irrtlustry.com: ICC, www.iccsafe.org Reriewiv 19(R1/2M7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - J2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 3.00 PSF one face and 24.0" span opposite face. Top design. chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of Right end vertical not exposed to wind pressure. notches. Do not notch in overhang or heel panel. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live bracing requirements. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 1 .5X4 III 1 .5X4 IH • • 10 3-6-12 0-7-12 1 II __I___ +10-1-2 Pr 3X7(B4)(R) III 1 .5X4 III 1 .5X4 III 1 .5X4 III L 1' a) I.` -2-4I„ "1 3-6-0 Over Continuous Support R=116 PLF U=53 PLF W=3-6-0 RL=61/-12 PLF Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 QTY:2 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of on1503)357-1118 ••WARNIMc1•• NLAD ANC FULLUN ALL NDILS ON IHIS INWINDI fr F TC LL 25.0 PSF REF R7175- 86647 po "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 7!E INSTALLERS. 825 N 4th Ave,Cornelius OR 97113 el:',....., ' Trusses rannlra sat-ramie rr .n fahrlr.,t'ng handl,rg. ,M1ipplml nil nm and nrar'm,.RaPar t. and Tnlbr t� TC DL 7.0 PSF DATE 08/02/16 the I edition oT BCSI (Building Component Safety Informs rby TPI antl MTCA) Por safety practices pr'su p -r ng these wilt:Lions. lnstallers shall provide temp - Y ba.sing per BCSI. L 1 - ret otherwise 148(�59 rya Top hod hall have properly attached structural sheathing and bottom chord shall h3 properly attached BC DL 1 0,O PSF rigid I1-ng. Locations shorn tor permanent lateral restraint of webs shall have bracing I led per BCSI DRW CAUSR7175 16215156 A��o)Q N se 8D Details, s, .noteappld other Apply plates to each ace of for standard position shown above and on } ' the Joint Delaisi unlace n tad otherwise. Refer to Inc.drawingsha 160o-Z responsible s anpia p BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a y vision of ITA Bulltllrg Comuss ins nos Group Inc.smell not be rforham for any deviation from this drawl ng, any failure to build the truss 'n conformance with ANSI/TPI 1, or for handling, shipping, ♦:�-_��:. AN ITWGOMa4NY installation A bracing of[naso:. g v TOT.LD. 42.0 PSF SEQN- 214248 . A.awl on this drawing or cover pegs listing this drawing. indicates acceptance of professional engineering ,r /{ ♦ FROM I KE responsibility solely for the deign shown. The suitability and a or this drawing for any structure is the {$14 ` y 7i.10 ` 4 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Sc.2. is 4N s c 1 DUR.FAC. 1.15 Sacramento,CA 95828 For mora information is.lobs gomenol raw a pogo and,11060 sub -I ALPINE:amw.aipiieltw.com TP1:aww cpinsu.org; IVTCA.mw.sbcindustry.com; ICC:aww.iccsafe.org SPACING 24.0" JREF- 1VSV7175206 Ramawp:12134,iaQ17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - J1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3 2x4 HF #2: DL=6.0 psf. :Lt Stub Wedge 2x6 HF #2: 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 Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 .5X4 III 10 3X5# 4 9-9-4 441 0-10-9 d 9-1-2 3X10(G1) III 1 .5X4111 4X5= 11•.1 L3"12 I` 5-4-0 5-4-0 5-4-0 lc 10-8-0 Over 2 Supports ai R=547 W=5.5" R=467 U=55 RL=160/-74 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.! .;1 ,p„ QTY:7 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components ofOre on (503)357-2118 wwtARAINGIew HEAD AND FOLLOW ALL MOILS ON IHIS UHANINGI .'�. TC LL 25.0 PSF REF R7175- 86646 825 Nmpo & •fINORTANT.. FURNISH THIS DRIaING TO AL CONTRACTORS INCLUDING THE INSTALLERS.^ r u w 4th Ave,ComelmsOR97113 Tresses require extreme r in four n ng, ha'Mlirlg, shipping, Installing ane bracing. Refer r and r^II^w the latest editionfBCS1`(Building Component safety Information, by TPI a.RTCA)rfor safety practices prior a, 1 48 59 ''� TC DL 7.0 PSF DATE 08/02/16 p rtg Lhasa reecho... Installers hall provide temporary bracing per.SCSI. Unless noted up. BS. www top m shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 10.0 PSF DRW CAUSR7175 16215155 nA11111,4fi rigidon ling. Locationsshownfor permanent lateral restraintCof webs shall have bracing Installed per BCSI "_ A ILPII N s BD Details, or BIC, a noted applicable. Apply plates t each r oft and position as shorn above and on the Joint Data Is, galeas rotas otherwise. Rorer to Inc.,sha l not a forstandardplata any deviation BC LL 0.0 PSF CA—ENG CWC/CWC AIP a division of 17w Building components Group Imsnail not be responsible for any dos scion from this e,;-,,,. drawing, any failure to build the tris in conformance with ANSI/TPI 1, or for handli g, shipping, 9 TOT.LD. 42.0 PSF SEQN- 21 4255 AN ITWCOMPANY installation a bracing of trusses. • A s..I on chis drawing or oov r pace Ii.clro this drawlro. Indio w s.wpwns,or professional engin..rlro �� 7 19� 4 responsibi l Ity solely for v.design shown. The suitability and I .of this drawing for aro structure I. he �� ANINa��'Q►�� DUR.FAC. 1.15 FROM I KE 8351 Rama Circle responsibility or the building Dwlpler per ANSI/TPI I See.2. b Sacramento,CA 95828 For mora information his job's general ro page and those we s - SPACING 24.0" JREF— 1VSV7175Z06 ALPINE;www.alpinelts.com tTPl:swww.tpinst.drg:ATCA:wrw.sbcindustry.c�; ICC:www.lccsufe,org Renews:12131/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - J) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W1, M7 2x4 HF #2: DL=6.0 psf. :Lt Stub Wedge 2x6 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48' o/c along top edge. DO Right end vertical not exposed to wind pressure. NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. ,11111111 9-9-4 10 .1 111111111 T /� �0 -10-9 f Y -1-2 3X10(G1) III 1-0-0 10-4-4 3"12 " I.E10-8-0 Over Continuous Support -- . R=110 PLF U=17 PLF W=10-8-0 RL=31/-8 PLF Note: All Plates Are 1 .5X4 Except As Shown, Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.00. 1BRQp Y:1 OR/-/1/-/-/R/- Scale =,25"/Ft. Truss Comppoonents ofOre on ((503))357-?118 "WARN ING1" am AND FOLLOW ALL ROILS ON IRIS CRANING! 825N4thAve,Comellus01297113 ••lrroaTAxT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. �� , TC LL 25.0 PSF REF R7175— 86645_ Trusses require extreme re In fakir rating handling, shipping, y TPI and braving. Refer in and follow wt .a TC DL 7.0 PSF the latest edit- f SCSI (BuildingComponent Safety Information, by TPI and WTCA) for safety practices prior �( DATE 08/02/16 u p -, ,ha h functions. Instttachell structural provide sheath ng and bracingoho per a:l . leas noted rly atharwiae, — COP chord shall h properly attached M1ed str ural sneer thlrg a,W botiwn chord shall have properly attached �... v BC DL 1 D.D PSF A rigid I ling L f ns shown r permanent lateral restraint of webs shall have b a 1 nst per BCSI DRW CAUSR7175 16215154 A L `O N i BD B7 s, un0 as applicable. Apply plates dra inM1 face of truss and poeplate as shown abo a arM on --1111x'------i)I the 1 Bata-le, "nlaae noted Buil otherwise.pon tRefer Gr ted -shangs l not for spostantlMrdibl late paslt,iati BC LL 0.0 PSF CA-ENG CWC/CWC Alp- div s of ITR Bulitl'ng Coapnnenis Group Inc.shell not ba responsible for any deviation from this ,,,,,,,,,,g, any failure to build the truss 'n conformance with ANSI/TPI 1, or for handling, shipping, 1r AN ITWCOMPANY installation b bracing or trusses. ' f.;7.044 Q4 ' TOT.LD. 42.0 PSF SEQN- 214258 A anal on Chid drawing Or goner page hating this drawing, indicate*.pe.ptaines of prof eelonal snpinesring responsibility solely rot the design elan. The suitability and w of this drawing for any structure Is the ! /A 8351 RocanaCirde responsibility or the Building De ighner per ANSI/171 I s.g.2. �f9, �.r(�� DUR.FAC. 1.15 FROM IKE Sacramento,CA95828 For more infaraetionwoo hi=, ,oboe general .pages end t web Renews:12131/2017 SPACING 24.0" JREF— 1VSV7175Z06 ALPINE: waw.alp iireitw.com; TPI www.ipi ,ars;%TCA:www.soci ndustry.tom, ICC s www.iccsa fe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - H1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1.50. 1 .5X4111 1 .5X4 p r 3 2-10-0 --L- I-16' r i 0-4-0 WI ilemm A 9-1-2 v 3X5= 3X5(A1) L 6-0-0 _I 3-8-4 3"12 _I_I El 10-0-0 Over 2 Supports R=501 W=5.5" R=411 U=4 RL=45 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0. . , .. 0TY:9 OR/-/1/-/-/R/- Scale =.5"/Ft. Tniss Com.,nents ofOre on ((503))357-'.118 a'WAIW IMDRAWING!GIie RIAD AND FOLLOW ALL ROILS ON 0X15 DRAWING! 825N I.Ave,ComeliusOR97113 **IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 111E INSTALLERS. ��`~ TC LL 25.0 PSF REF R7175- 86644 Trusses quire extreme care in far , handling, chipping installing and tracing. Rarer to and follow DATE 08/02/16 to 1 t e'=of n 2'"I.ng c en Sar y I f by TPI ne WTCA1 For rate p =r '' 9 TC DL 7.0 PSF L. f - r� l has (properly.attached structural 11 P- nRn+- o to a.hg per all have a properly peat 1 w.sn. ,044111111 , top r.c n nen Locu ions ssho a taor,ee .,Fal ne Heng ne oattwom ahordshal anal) n e a tal r nun BC DL 10.0 PSF DRW CAUSR7175 16215153 rigid Ing. Locations Horn For permanent lateral alnt o bs Hall have bracing installed per 11051 4 Y "'"I A ,P)E1 N se t BD, G7 or 810, as applicable.edtherApply pea t each r11AO of for and position as shown above and on Althe gets as, not IT ntanotherwise. Rarer to drawInc. ngsshall no fa. spondardsibl plate any deviation BC LL 0.0 PSF CA—ENG CWC/CWC Alpine, a y division of ITN Building Components grapy Inc.snail not he responsible baa Por arry ippintlon from this • .,,- , drawing, any A brace to repro the truss 'n conformance with ANSI/TPI 1, or far handling. shipping, TOT.LD. 42.0 PSF SEQN- 21 4250 AN ITW CAMPANY installotion A bracing of trusses. rV . A seal on this drawing or o.wr�hating this ermine, Indloetw acceptance or proM1wamrl engineering / a'�0,7 10 Qi respon.lbIlity solely rbc BOO mew shown. The.ult.ballty and w or this droving for e.y structure is the 8351 RovanaCutle responsibility or the Building Designer per ANSI/IP! 1 Sec.2. A44/1WOW C*1*� DUR.FAC. 1.15 FROM IKE Saammto,CA95828 For marc information his Job's general a pogo aria z web sites: ALPINE:www.alpineitr.camtTPIsw ww.tpir c.org;ATEA: waw.sbclnerrstry.,o, ICC:w„., ..atsare.or Renews:12131/2017 SPACING 24.0" JREF— 1VSV7175Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - H) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 3.00 PSF one face and 24.0" span opposite face. Top design. chord may be notched 1.5" deep X 3.5" at 48' o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of Right end vertical not exposed to wind pressure. notches. Do not notch in overhang or heel panel. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live bracing requirements. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. II II 0 II II II II 3 ( III - 2-10-0 IIII V II II I II I II 0-4-0 — 9-1-2 r 3X5(A1 1.. -0-0>L l' -8-411 10-0-0 Over Continuous Support R=95 PLF U=22 PLF W=10-0-0 RL=10 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.00. p1$Ro TY:2 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1118 "WARNINGI ww RIAD NM FOLLOW ALL ROILS ON THIS DRAWING! +f, 825 N41.11 Ave,Cornelius 0)297113 .911PORTANr'w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. w`5 , TC LL 25.0 PSF REF 87175- 86643 nates require ditio a BCSIgna (Be is lave . n handling,fetIornmtion. installing nd antl bracing. Referpractices t ane follow ' 14659 - TC DL 7.0 PSF DATE 08/02/16 ice latest edition frBCSlr(re i fe Component S rely InYshipping, by TPI and WTCA) for rely pro c s p low u p-,-,,,m.„,,L esearunvl ns. Irslelleers hall provide t.oPolnry tracing Pe,...I. Dries nnu,..PLhe,wrae, 4/: hop chord snail l have properly attached structural sheathing and bottom chord shall a properly attached ""�"'� rigid ceiling. Locations shown far permanent"lateral r ral,t of webs shall have have stalled per SCSI 1r 177`,w,;,,;,wp' BC DL 10,0 PSF DRW CAUSR7175 16215152 sections B3, 67 or B10, as applicable. Apply plates to each race of truss and position as shown above and o A ILA ^ ' theJointDetails unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.deviation from " /`11IJ'1�—1 I \VI .,::7% BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a y failure of 1bu Building t Components Croup Inc.shall not be responsible for any ppng, this drawing, any failure to build the truss "n conformance with ANSI/TPI 1, or for handling, Shipping, / AN IrWCONAMNY installation A era<,ng of trusses. '4.0 7 1g0 0' TOT.LD. 42.0 PSF SEQN- 214253 . A awl on this drew/Ivor or cover IFP listing this drawing, indicate.acceptanceI. of profMlonal engineering f �r responsibility*Maly nor the design shown. The suitability and .ofthin drawing ing taern!etrunture is the '� ��ww���.Q DUR.FAC. 1.15 FROM (KE 8351 Roam Circle responsibility of the Building Designer per ANSI/IPI 1 Sec.2. Saaran,ento,CA 95828 For more nformation m is jobp s gonnral r pogo and theme wnb sio ALPINE:www.alpineitw.com; TPI:ww this WTCA;www,sbcindustry.com; ICC:ww.iccsafe.org Renews:12131!2017 SPACING 24.0" JREF- 1VSV7175Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - G3) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x6 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud::Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Calculated horizontal deflection is 0.22" due to live load and 0.27" design. due to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 6X6= ii II 71:61 10 � �0N 0-11-1 0-7-12 �I4 I— .410-8-2 4-10-9-13 4X8(G1) 6X8(G1)0\ L1'.. d I" 6-6-0 T 6-0-0 ,I 6-6-0 6-0-0 6-6-0 + 6-0-0 12-6-0 Over 2 Supports > R=653 W=5.5" R=574 RL=100/-107 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 QTY:4 OR/-/1/-/-/R/- Scale =.375"/Ft. e•WARNINGI READ AND FOLLOW ALL ROILS ON IRIS ROARING! .:1y r aF TC LL 25.0 PSF REF R7175— 86642 _ TcussComponentsofOre on (503)357-_11R g 825 N 4th Ave,Cornelius OR 97113 ..IMPORTANT.. FURNISH THIS DRAWING TO ALL=micron INCLUDING THE INSTALLERS the 1 ditionuire nstrearn of BCSI[Build ng Component handling, ormatio Ilind andWTC tra R. follow rior to F TC DL 7.0 PSF DATE 08/02/1 6 ngl Safety Ie Tomo by TPI and WBUNI Psafety p prior 14659 to p - s3 ulnae !properly tacheInstallers .11 provide ng arid tom ingCho per all .a e Unless noted otherwise, llr. . 41111114 top chord rig. have properly n for I Sheathing and bottom Chord shall n properly atper'RC 'fin BC DL 10.0 PSF 3 re Locations shown far e lateral restraint of fate shall have tibracing t I letl per BCSI 4 i / DRW CAUSR7175 16215151 83 67 or Bnl es applicable Apply plates to each race of for and rd plate town above and o d� tion D tai la n.rl ass opted otherwise. Rafe, to drawings 160A-Z for standard pla Pon BC LL 0.0 PSF CA—ENG CWC/CWC /�—��I N AIP di v'si on of ITR Building Components Group Inc. shall not be responsible fo ny d iat•on from this + _^ Brewing, any failure to build the ton,. n conformance with ANS./IP! 1, or far handling, shipping. TOT.LD. 42.0 PSF SEQN— 214156 AN RWCOMFANY ;nsenllation a bracing of trusses. ,, _6 V 44 . A mai on this drains or cover listing this drawing, Indiats.00spt no.or professional englnsring 0.7 til" FROM IKE rsspolsibllity solely fur tune dsion shown. The suitability.nd uw of this drawing ftr any structure Is the 8351 Rovano Circle r..pbn.l bf llty.r the Building D..I WIwr per ANSI/TPI t s.d.z. �1�/ N�.GVVb DUO.FAC. 1.15 saorN„enw,CA95828 ror more information sec this;ab a general notes pogo and those web sites, SPACING 24.0" JREF- 1VSV7175ZO6 ALPINE:wnw.alpineitf.com; TPI:wow[pinst.org;WICA:www,stpir,auetry,porn; ICC:ws.ipcsofe.org Renews:92!39!2097 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - G2) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 DF-L Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud::Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Calculated horizontal deflection is 0.25" due to live load and 0.31" design. due to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5(R) III A. 11 1. 4X8(R) III 10 6-0-12 10 1---- 81 0-12 ��, 8 ,40 0-12 —1-- 4X8(G1)O\ 4X8(G1) L1 'i I- 6-6-0 _I_ 6-6-0 J 6-6-0 6-6-0 6-6-0 I 6-6-0 e 13-0-0 Over 2 Supports > R=676 W=5.5" R=597 W=5.5" RL=102/-111 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 . . QTY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-1118 ...WARNING!**IAAD AND FOLLOW ALL NDItS ON IHIS'maim kt1 OPE TC LL 25.0 PSF 825 N 4th Ave,Comehus OR 97113 "IMPORTANT.. FURNISH THIS DRAWING 1D ALL cartRAcloRs INCLUDING THE INSTALLERS. t REF R7175- 86641 Trusses ars retro in ngb SafetyI AI,rmapry i tiol PI1ann and) or se Rayer e to,prior 7 "' ,". TC DL 7.0 PSF DATE 08/02/1 6 to latest edition BCSI (Building Component Safety Informer by TPI nd NTCA) Safety p L.P rmiry F r lions. Install shall provide temporary b ng per BCSI. Uhl...huts.,oLhersise 14659 top sd shall properly attached structural sheathing and chord shall h properly at ached ix, r rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI BC DL 10.0 PSF DRW CAUSR7175 16215150 to sa 03. BT or D10 as applicable Apply plates to each face of trussand posit- how,above and on t 1 Z ' the J Details. unless notes other Refer to draw 160A-Z for standard I A 11_,,E341 N p positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN Building Components Grasp Inc. shall not he responsible f any deviation from this drawing any failure to build the truss n conformance with ANSI/TPI 1, or for handling, elspping. /�.et:in t 1 atal AN ITWfAM. AnsealloI this drawing or td.ver gag.listing this drawing, Indlostes.oeeptenee or profsaclbMl engineering - 14. •iC 7,10 4'w TOT.LD. 42.0 PSF SEQN- 214065 responsibility solely for the design shown. The suitability and nse of this drawing for any structure is the �Q DUR.FAC. 1.15 FROM IKE 8351 Rovazta(Irate responsibility of the Building Designer war ANSI/TPI 1 Sec.2. S Saarxnenlo,CA95828 far my information on la job's general notes papa and these woesites. � W. a SPACING ;24.0" JREF- 1VSV7175Z06 ALPINE; .alpiieitw.com��TPI vent epi .org; NTCA;www.sbc i naustry.cum; ICC ww,i ens°fe.ory Raapw..1/111/'1111 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - G1) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 DF-L Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 DF-L Std/Stud::Rt Stub Wedge 2x4 DF-L Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Calculated horizontal deflection is 0.26" due to live load and 0.31" design. due to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5(R) III ii 10 Il 4X8(R) III 6-0-12 101 8L- , 844* 0-7-12 0* VA 0-7-12 —X10-8-2 r 4X8(G1)\0 4X8(G1)Oi 1.<1' L1 '..›1 L. 6-6-0 I 6-6-0 J 6-6-0 6-6-0 6-6-0 6-6-0 'c 13-0-0 Over 2 Supports > R=673 W=5.5" R=673 W=5.5" RL=120/-120 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 ` ,r-a�F QTY:1 OR/—/1/—/—/R/— Scale =.375"/Ft. Thus Components of Oregon (503)357-2118 •MNARNINGI RLAU AND TOMO,ALL NDILs UN IHIS DRAWING! TC LL 25.0 PSF REF R7175- 86640 825 N 4th Ave,Cornelius 012 97113 IYPURTAN r•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T di BCSItars In fgM1 I: r) handling, shipping, - Ilrng d brao'n<,. Refer to and follow 4t`I TC DL 7.0 PSF DATE 08/02/1 6 the1 edition 1-ncti nBuilding Component shall f y I r by TPI aptl WICA) Por safety tedt tlhea prior !!lillg -, 14659 f� to P - y 1 - perly. t chell _- provide nand 'Y bracingby per tlll Unless ed attached Oililhh top chord hall properly attached 1 sheathing and 0 chord shall he properly a Carh<tl rigid ling on shown Tor pa lateral restraint of we shawl) have bracing installed BCS�n )' ,4 O�� B3 B7 Bm, as pppl Icebl< Appry plates h race or truss ,d position above and I BC DL 10.0 PSF DRW CAUSR7175 16215149 L theJoint Details, unless noted ocher I Refer t drawings 160A_2 for standard platepositions. BC LL 0.0 PSF CA—ENG CWC/CWC .1 Alpine. a division of ITN Building Components Group Inc.shall not be responsible Po y deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, a�-iY� AN ITWCOMPANY i stallatian A bracing of treaaea. , is°+ v TOT.LD. 42.0 PSF SEQN- 214071 Apal on this drawing or cover page listing[hie drawing, Indicates aoesptanoe of professional 7 1 � responsibility solely far the design shown. The suitability end Iss of this drawing for any structureuclris the DUR.FAC. 1 .15 FROM 1 KE 8351 Rovana Circle responsibility of the Building Dslgnsr per ANSI/TPI I Sec.2. sacr�,e o,CA9582s mar more informs this job's general a pages and those web a ��' '� SPACING 24.Or' JREF— 1VSV7175Z06 ALPINE: .al pl neitw.cam cTPl:s waw.tpi t.org:WTCA:nww.sbci rrtlustr y.pom; ICC: www.iccsafe.org ' Renews:12131/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - G) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 DF-L Std/Stud::Rt Stub Wedge 2x4 DF-L Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind NOT OVERCUT. No knots or other lumber defects allowed within 12" of bracing requirements. notches. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. Shim all supports to solid bearing. 4X5-- 15 I 011.0411% , 6-0-12 10 11 �i 4X8(R) III i . 10 ill _18 8 0-7-12 � •�� 0-7-12 .140_10-8-2 3X7(G1)'\ 3X7(G1) 6-6-0 + 6-6-0 6-6-0 6-6-0 e< 13-0-0 Over 4 Supports R=105 PLF U=25 PLF W=13-0-0 RL=10/-10 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(096)/4(0) 16.01.00. D1ORtlNrtw TY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-111 .9640i11401.*READ AND hOLLOM ALL INDIES ON IHIS DRAWING! TC LL 25.0 PSF REF R7175- 86639 825 N 4th Ave,Comelms OR 97113 "IMPORTANT." FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING E INSTALLERS. ei i Trusses require ea Dave care in fahri atinq handling, shlppinn. installing ane bracing. Refer to anfollow s the l ties of BCSI Component Safety Informs by TPI and WTCfor safety practices prior r 14659 " TC DL 7.0 PSF DATE TE 08/02/1 6 to p 'f ng these rLrmfl ns. Installall provide temporary bracing per kuSI. Unlessnoted otherwise. CA:, top chord shall have properly attached structural sheathing and b chord shall h property attached rigid -ling. Locations h ter permanent lateral restraintr b shall have bracing installed per BCSI t:"Ny BC DL - 10.0 PSF DRW CAUSR7175 16215148 B3. 87 B10. a ppl' ble. Apply plates to each race or trussand posit she..above and o A -^��1� ' x�J Details, leas J otherwise. Refer to drawings 160A-Z for standard platepositions. n a, - ; BC LL 0.0 PSF CA-ENG CWC/CWC /�M/M ' \v1 Alp' a divisionof I,W Building Components Group Inc. shall not be responsible f my deviation from this drawing. any failure to build o trues in conformance with ANSI/TPI ,,or ler handling, shipping.W 't<94 7,14q A`" TOT.LD. 42.0 PSF SEQN- 214261 AN ITCOMPANY 11 len a -ng of a. A vel on this Moving or cover page listing this drawing, Indictee.owpt.rwe of pofwslonsl engineering responsibility wlely for the dewIW,shown. The suitability.rhe us.of phis drawing for and structure is w � Y � ./s��P DUR.FAC. 1.15 FROM I KE 8351 Rovana Circle reeponeibility of the Building Designer per ANSI/TPI 1 Seca. Sacramento,CA 95828 For more nforma ion is Job's general no a page and those wen Renews:l2/3112417 SPACING 24.0" JREF- 1VSV7175Z06 ALPINE:waw.elpinelltw.eom t TPI: gam Tpinst.org;WI'CA:www.sbci:,ivatry.com; ICC: w w .icvsore.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - FG3) Top chord 2x4 HF #2 This "Hip Frame" may be used in place of purlins on the hip plane to Bot chord 2x4 HF #2 brace the flat top chord of hip trusses. See detail drawing Webs 2x4 HF Std/Stud HIPFRAME1014 or HIPFR1801014 for additional information. 3X57=- 1 .5X4 X5=1 .5X4 III AI. 1.5X4 III e 15.62 II , 15.62 3-1-8 0-0-4 Alum ■ MINI, 0-0-4 3X5(D1)= 1 .5X4 III 3X5(D1) 1 .5X4 III (_ 2-4-10 ,i. 2-4-10 -I FE 4-9-9 Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.1 t1 Op_ IITY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 w•WARNINGI ww RtAD AND FOLLOW ALL Nubs ON IRIS DRAWING! TC LL 25.0 PSF REF R7175- 86638 825N4t1lAve,Cornelius o 97113 ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e V o Trusses require extreme r in fabricating handling, shipping instar ing and i,rarng. Refer r. and follow the latest edition of SCSI (Bun Component Safety Information, by TPI and WTCA) for safety precs Prior44 14859 1 TC DL 7.0 PSF DATE 08/02/16 Le performing ttxeae Maxi ons. Installers gall provide,temperer,b- ng per BEM. Unless nwtedotherwise top chord hall have properly attached ural sheathing and b chord shall have a properly attached ,4111164, riga ceiling. Locations shown for permanent lateral restraintr webs snap hada bracing installed per SCSI ' BC DL 10.0 PSF DRW CAUSR7175 16215183 TBsections 03, B]or 618 as applicable. Apply plates to each face ort and posits frown above and o the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for PI positions. n A II ° N n O1t BC LL PSF CA-ENG CWC/CWC Alpine,a division of ITN Building Components Group Inc shall not be ras0ansi ble f any d Orlon from this e�.r - drawl 5. anyfa lure to build the truss in conformance with ANSI/TPI 1,or for handling, 00 00'031, AN ITWCAMR4NY Install®tion a bracing of trusses. 4.0 T VO TOT.LD. 42.0 PSF SEQN- 214045 A•e.1 on this drawing or ever page listing this drawing. Indlostse soo•ptaro•or prof asidnsl engineering o''1144,1/U t r•eponsibiiitysolely for the design shown. The suitability and use or this drawing nor and structure Is t» � 1/U epos DUR.FAC. 1.15 FROM IKE 8351 RaiuR Circle responsibility or w Building Designer per ANSI/TPI 1 Seca. Sacramento,CA 95828 for more w ioo o I„ob's general notes page aria= wee SPACING 24.0" JREF- 1VSV7175Z06 ALPINE:www.aipineitw,com cTPI:www cpinst.o,g;WTCA:w.w.aboindusiry these ICC: www.icosare,orrg Renews:12!31120!7 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - FG2) Top chord 2x4 HF #2 This "Hip Frame" may be used in place of purlins on the hip plane to Bot chord 2x4 HF #2 brace the flat top chord of hip trusses. See detail drawing Webs 2x4 HF Std/Stud :M2, M3, M4 2x4 HF #2: HIPFRAME1014 or HIPFR1801014 for additional information. 4X5= 4k -T- 15'62 15.62 1111111111 ' s 10-0-13 115.62 111\111111 111111111116 • 0-0-4 15.62 L4.:, 4X5 i • 3X54-s• 3X5(D1) Lg2-3-1 aJ • -c2 5-1-5 ,I. 7-8-10 -3-1 —I- 10-6-14 12-9-15 Note: All Plates Are 1 .5X4 Except As Shown. • Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 . , . QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ..WARNINGI.. NFAD AND FOLLOW ALL LADIES ON IHIS uRAWINGI .14` ' OF6- TC LL 25.0 PSF REF 87175- 86637 825N 4th Ave,Cornelius OR 97113 "IIwaNTANr'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 7 quire axr.remw rare in fakir- - n h mlinq shipping, instep inq And bracing. Refer to And feline 7 » the 1 d of BCSI (Building Comp t Safety, f ion, by TPI and WTCA) r safety pro t c prior TC DL 7.0 PSF DATE 08/02/16 n p ng lase tlnet nam InaLoliel 11ptemporary bracing par BCSI. Unlet noted`otherwise, w 1..s„,.�Q top chord shall have properly attached 1 sheathing and bottom chord shall have a properly attached -' BC DL 10,0 PSF DRW CAUSR7175 16215147 rigid ceiling. Locations shown for permanent lateral restraint of Asps shall have bracing installed per SCSI $' ��� 1 sectons e3, e7 br ole as as pplicaDle. APply plates to each race or truss and position as shown above and on Pa'i, H the Details, unless noted otherwise. Refer to drawings 160A_Z forstarmard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpin, a division of ITW Building Components Group Inc. shall not be responsible for arty deviation from this drawing any failure to build the truss ,n conformance with ANSI/TPI 1, or for handling, shipping 4,,,:,,..1'• AN ITwC�OMPANY Installation 6 bracing of trusses. % v TOT.LD. 42.0 PSF SEQN— 214055 . A meal on this drawing or coyer page listing this drawing, Indic.te..so.pt.no.of professional engineering • r 'FC.7a ilb responsibility67 solely Tor the design shown. The suitability end use of this drawing for any structure Is the 8351 RovanaCircle esponsibility of the Building Designer per ANSI/1P1 1 sao.2. j/ CO'� DUR.FAC. 1 .15 FROM I KE SaoruhmlOCAVM2B far more r ion this job.s general a pogo arm t mob ���'•W.y ALPINE: wvw.al pl nertA.com cTPI wwA.tpimt.org;WTCA:www.sbci rmustry yam. ICC:;.w:.iataare,org RpOpWe•+2ra1i�n1T SPACING 24.0" JRE F— 1 VSV7 1 7 5206 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - FG1) Top chord 2x4 HF #2 This "Hip Frame" may be used in place of purlins on the hip plane to Bot chord 2x4 HF #2 brace the flat top chord of hip trusses. See detail drawing Webs 2x4 HF Std/Stud :M3, M4, M5 2x4 HF #2: HIPFRAME1014 or HIPFR1801014 for additional information. 4X5= At 7— RI S 10-0-13 15.62 15.62 0-0-44I . .,._ 0-0-4 3X5(D1)m 3X5(D1)Ee 7-8-10 7-8-10 15-5-9 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0 •• QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Oregon 357-'.118 Truss Com..nentsofOre 503 ••WARON 'Qt F NINGI•• READ AND FOLLOW ALL ROILS IRIS DRAWING! TC LL 25.0 PSF 8 113 ••IMPORTANT^ FINNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. roj.: Q REF R7175- 86636 825 N .Ave,Cornelius O 971 Trusses require extreme re In fah 1. 1, tw Safety .mating hand and a or safety Rayer ac ace follow the .. F .. TC DL 7.0 PSF DATE 08/02/1 6 the. latest ng then oFnCSI ctions.(Building Component Sef ty I Y e i by TPI and iSCSI. Unless sefaty p 1 s ise. t p ng l hav i'properly Instalistructur previus temporary tom c o per all haoproper a otherwise.or �{ww� 14859 'Q topchord shall have pons shy attaches structural sheathing and bottom chord shall h properly ly free BC DL 10.0 PSF DRW CAUSR7175 16215146 ‘11116rigid ceiling. or 81 ons shown for permanent lateral restraint of webs shall have pos b h s installed per DCSI ' T� s 83, B7 or B,G, as applicable. Apply plates to each race of trussand position shown and on � �, /�p pl�N th Da a I= nnla,a nate et nrw ea. eerar to area nga,egA_z ferta aara pl p BC LL 0.0 PSF CA—ENG CWC/CWC /��,II—,1—� Alp ahvlslon of TM Buila'ng ::,:nts Graup Inc.shell not be....::s'ble for any aevletlon From this drawing anyfailure to build the truss 'n conformance with ANSI/TPI 1, or for handling, shipping, e77,,.11' AN ITWCOMR4NY installation A bracing of tresses. p .p, NI TOT.LD. 42.0 PSF SEQN— 214047 . A seal en this drawing or cover pap fisting this drawing, Indicates acceptance of profasione1 engineering r.E`(`7• i7Q* 4V responsibility solely for the design shown. The suitability and lme of this drawing for aro structure Is the dfeb . • p4Q DUR.FAC, 1.15 FROM 1 KE 8351 Rosana Circle responsibility or the Building Designer per ANSI/1AI 1 See.?. "'Nit*, Sacramento,CA 95828 For more nforew ion �ar ob's general s page and t web SPACING 24.0" JREF- 1VSV7175Z06 ALPINE:www.aipinelitw,com cTPI saws ipl .org, RICA:nwvw.sbchndustry.com. ICCs www.iccsafe.org Paiewc:12/3112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - E3) Top chord 2x4 DF-L #2 2 COMPLETE TRUSSES REQU I RED I : Bot chord 2x8 DF-L SS Webs 2x4 HF #2 :W1, W2, W3 2x4 DF-L Std/Stud: Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 68 plf at 0.00 to 68 plf at 13.25 Use equal spacing between rows and stagger nails TC- From 68 plf at 13.25 to 68 plf at 26.50 in each row to avoid splitting. BC- From 10 plf at 0.00 to 10 plf at 7.08 4" o.c. spacing of nails perpendicular and parallel to BC- From 10 plf at 7.08 to 10 plf at 12.50 grain required in area over bearings greater than 4" BC- From 10 plf at 12.50 to 10 plf at 26.50 BC- 1388.36 lb Conc. Load at 1.50, 3.50, 5.50, 6.50 120 mph wind, 24.39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 8.50,10.50,12.50,14.50,16.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 2263.54 lb Conc. Load at 18.50 DL=6.0 psf. BC- 919.00 lb Conc. Load at 20.50,22.50,24.50 Wind loads and reactions based on MWFRS. (a) Continuous lateral restraint equally spaced on member. 5X5(8) Il Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. °11114444 ;4iiFikirI!tI1 6X8o� 8X8Di 3X7 . 440i 11-8-4 7 10 3X5(81)= d 0-7-12 0-7-12 I. iiii II_ i �I .418-2-10 3X12 III 6X6-'F- 4X12 III H1010= 5X7(B8R) L 7-0-0 1012--- 19-6-0 >1 Er--3-9-0--+-3-5-12 4< 6-0-4 >t< 6-0-4 + 7-2-12 I., 13-3-0 _I_ 13-3-0 J 1c 26-6-0 Over 3 Supports R=1972 U=154 W=5.5" R=6063 U=470 W=5.5" R=11650 U=780 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00.6 4 n;, ITY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 "rARNIMGi READ ADO FOLLOW ALL MOILS 011 THIS URANIUM g��. TC LL 25.0 PSF REF 87175- 86635 po g K 1 I TM"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING NE INSTALLERS. t 825 N 4th Ave,Cornelius O 97 13 - - r requirere In Yah 1 Safety Information, shipping, ars braring.sa Rater to ane follow or TC DL 7.0 PSF DATE 08/02/1 6 the latest -t- P RCSIf(Building Component Se Pety Informs by TPI and WTCA) for safety practices prier 1/� 14859��• Lo performing ,ase functions.attaclinsLhed shall psheathovida 1-ap 'y A per BCSI. e a pr aa'aperry attached �,, t+ /' top chord hall have properly hptl ural sheathing and bottomchord shall M1 properly ly p had F rigid u Locations a haw P e lateral restraintb shall have pos bracing asinstalled per RC.6I i^ 1 BC DL 10.0 PSF DRW CAUSR7175 16215145 A B7 D7 or BIG, a applicable.e.. Apply plates to each Yate of trussand position t b d o AllI� L U N E the J D t ils, unless noted M1 Hse. Referto drawings 160A-2 for standard plate p BC LL 0.0 PSF CA-ENG CWC/CWC Alp of IIN Building Components Croup Inc. shall not be responsible fory deviation from this i drawing, any failure to bulla the t- cbnfOrmaru;e with ANSI/TPI 1, or Tor handling. shipping, N4 AN MYVICOMPANY installation A bracing of trusses. sec I�410• �ry TOT.LD. 42.0 PSF SEQN- 214153 A spot an this dsolely Sr thea P.R.hewn. The•drawing, IMad.W arrthisnd.of for a professional uct rear tg ��pl •s N ww��AQ DUR.FAC. 1.1 5 FROM I KE re0.51 int this drawly ler the dosign•lath. thi .drawnlllcy end t ec spt.cedrawingof ofr sio al ensure I•sir 8351 Rovana Cucle responsibility or the Building Designs per ANSI/TPI 1 See.2. Sacramento,CA 95828 r,,more .an Citta;e',general w pages and t web sites, SPACING 24.011 JREF- 1VSV7175Z06 ALPINE:ww.elpineitw.oamtTP1 Swww. Pine tong. NTCA:,www.ebclndustry.com, ICC:www.lccsofe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - E2) Top chord 2x4 HF #2 120 mph wind, 24.39 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. :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 Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5-- 3X5 3X5% e 11-8-4 10 —I 10 0-7-12 0-7-12 1 ll _L 1 .. . +.18-2-10 _L 3X7(84)(R) 01 1 .5X4111 3X5= 1 .5X4111 3X7(A2) III 1< 7-0-0 >c 3X7 19-6-0 > •� • Fir—_7_2_12 >le 6-0-4 >I< 6-0-4 al< 7-2-12 l, 13-3-0 _I, 13-3-0 J [t 26-6-0 Over 3 Supports )ii R=551 U=107 W=5.5" R=933 U=87 W=5.5" RL=205/-205 R=896 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 . - . QTY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-'?118 ••irARNGI•• READ Mau roLLw ALL""ILS ON tins&NAaINGI 1Q14•) + TC LL 25.0 PSF REF R7175- 86634 paw IM 825 N 4th Ave,Cornelius OR 9713 POMI ••I1RTA • FURNISDRAWINGFUISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T quire extrema are in fabricating. handling, snipping installing and braying. Refer t and follow ; the latest edition ofBCSIr(Building Component t Safety Information, by TPI and WTCA) for safety practices priorF i- TC DL 7.0 PSF DATE 08/02/16 per f ng thaw lunet9uns,troflute/l - all provide temporary bracing per 6051. Unless noted cu4xrwrsn, ��y.i.42I 1 46 59 ' . top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached +w.,� 041164 rigid ceiling. Locations shown r permanentlateral restralrt of webs shall have bracing Installed per BCSI xs.naunca,,yA BC DL 10.0 PSF DRW CAUSR7175 16215182 r� T• B3 87 or B10, a applicable. Apply plates to each race or trussand posit' shown above and on : l Y All J0 N E the Joint Details, unless noted otherwse. Refer to drawings 160Ao_2 for tandard plate positions. • - BC LL 0.0 PSF CA-ENG CWC/CWC ^`/, Alp division of ITg Building Components Group Inc.shall not be responsible r any deviation from this drawng, any failure to build the truss in conformance with ANSI/TPI 1, or for needling, shipping, 01:.-...a, AN ITWCOMPANY installation a bracing of trusses. ,9 v TOT.LD. 42.0 PSF SEQN- 214139 . A..al on thie drawing or cover page hating this drawing, indicates acceptance of professional.nglla.ring •1 -C 7.wa . 40 respelalblllty solely for the design shown. The eultabilIty.rd las of this drawing for any structure I.the it', ��� � 1DUR.FAC. 1 .15 FROM I KE 8351 Rw'atl Circle r.porsibl lity of rile Building Designer per ANSI/TPI 1 Sec,2, Sacramento,CA 95828 for more information sis jobs goneral s page and t web= SPACING 24.0" JREF— 1VSV7175Z06 ALPINE:www.alpineltw,com; TPI:www.tpinst.org; NTCA:www.sbcinmmtry.com; ICC:ww.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - El) Top chord 2x4 HF #2 120 mph wind, 23.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #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 Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5(R) III i_ 7- 3X5 3X53X50 � 10 11-8-4 10 r 0-7-12 0-7-12 I Al ,Iiihhhi 00010�: :'' _ T _418-2-10 __ 1 .5X401 3X5= 1 .5X4III 3X7(A2) 10 3X7(64)(R) Ill 3X7-- lid, X7=11'I< 7-0-0 iJ.c 19-6-0 J -7-2-12 .{- 6-0-4 "I" 6-0-4 a'.c 7-2-12 13-3-0 -I, 13-3-0 J I26-6-0 Over 3 Supports >1 R=607 U=117 W=5.5" R=925 U=81 W=5.5" RL=217/-227 R=904 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 0% /4 0) 16.01.00.x, .. ( ) ( � ..a QTY:2 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503 357-_118 "WARNING1"CLAD AND FULL011 ALL NUILS gN IBIS mum! REF R7175— 86633 po ' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97 13 relextreme c W7 w Trusses require extreme ar in fabricating, handling, ani rplrminstalling and Craning. Refer.. aim inn aw t latest edition of BCSI`(Building Component 5 fety Information, by TPI and RTCA)rfor safety practices prior 4, 14659' 9 TC DL 7.0 PSF DATE 08/02/16 p y theme lura.ti ons. Installers Snell provide temporary brnv rig per eg:Sl. Unless noted otherwise. top chord all have properly attached structural sheathing and bottom chord shall have a properly attached �• rigid II-ng. Locations shown for permanent lateral restrain of webs shall have bracing felled per BC51 ,,. ; , BC DL PSF DRW CAUSR7175 16215181 IL oljrnIT' r. ...t,0”.B3. B]o, 810, as epPliceble. Apply plates to each race or truss and posit) how,above arm o A�.PII N t Joint Details, unless noted otherwise. Refer to drawings 1AOA_Z for standard PI Pa - -ens. n BC LL 10.0 0.0 PSF CA-ENG CWC/CWC //`��-J 11 J' Alpine, a division of MN Building Components Group Inc. shell not be responsible P any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, • AN IrwC:oMRANY AastuallOn thI.dr..ing or •oo»�R•R•Using this drslng. Iola,;.... .no*Of pr.,...Idh.1.hRIr,..rlog �, 4C.7,.U3s. �"°��k"""~ TOT.LD. 42.0 PSF SEQN— 214129 dr reeporsl bill ty solely for the design.loon. The suitability and los of this drawing for aro structure Is the u� DUR.FAC. 1 .15 FROM I KE 8351 RovainCircle reaperslel Ilty of the 5.1ICing Designer per ANSI/TPI 1 See.2. 41111! rt Sacramento,CA 95828 ran am information sec this Job's genre) notans Page and t mob �W RRt w- SPACING 24.0" JREF— 1VSV7175Z06 ALPINE,www.alpinaitw.cam; T01 was. pinst.org, RTCA www.abclrmustry.'rom; ICC www.iccsafe.org Renews 12131f201T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - E) Top chord 2x4 HF #2 :T2 2x6 HF #2: (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W3 2x4 HF #2: :Rt Wedge 2x4 HF Std/Stud: 120 mph wind, 23.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP 6, wind TC DL=4.2 psf, wind BC Truss designed to support 1-0-0 top chord outlookers and cladding load DL=6.0 psf. not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched. Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5BM 6 T 10 r 3X7 li. R� 3X5@ 1111 11-8-4 T2(*) 0- X12 . 11 ,�'� Iiiiii111116 , 0-7L12 3X7(64)(R) III 1 .5X4(**) Ill 3X5= 3X7= 3X7(A2) III 2X4 i1 5"86-6-8 iol0c 19-0-8 12-9-0 -0-0 4 4-5 5-9-0 3-1-110-4-5 I_, 6-3-12 �I_ 6-11-4 J_ u 9-9-0 J I< 26-6-0 Over 4 Supports R=308 W=5.5" R=275 W=5.5'I R=1056 U=31 W=5.5" 14444/455U=59 PLF W=6-6-8 Note: All Plates Are 1.5X4 Except As Shown. • Design Crit: IRC2012/TPI-2007(STD) • • PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. BROp Y:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. • TmssCom entsofOre on f503)357-2118 ..WARNINGI.. RLAD AND FOLLOW ALL ROILS UN IRIS uHNINc1 ''� -. REF R7175- 825 N tpoonn 8 R } •TIMPORTNrr'T FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. w TC LL 25.0 PSF 86632 4ttlAve,ComeLusO 97113 em are extreme are in ranrirar handling,ren nn orshipping, installing end brpor sB.safety r a e follow 50le 14859 a TC DL 7.0 PSF DATE 08/02/1 6 the.latest edition xof treme r(Building fe Compone t Safety Information, in Tal and endWTCA)b r fRef prec t' s prior L.perrorming theseton functions. Ins tailors shell Vsheath temporary bracing s 8CS1. Unless noted rly otherwise. , _ top chord hall have properly attached structural sheathing and bottom chord shall have a properly attached • rig d 1-ng. Locations shown far permanent lateral restraint of webs shall have bracing installed per SCSI ....__ BC DL 10.0 PSF DRW CAUSR7175 16215180 *s sections 83. 87 or B10, as applicable. Apply plates to each face of trussand position as shown above erW o ,4�__ ��N the i Details, unless noted otherwise. Refer to drawings,BOA_Z fartandard plata positions. n \ISSSISS:I.1101.411 BC LL 0.0 PSF CA—ENG CWC/CWC Alp etails, nl ITR Building Components group Inc.shall not he responsible for any deviation from this tlrawing, any Pailure to build the truss in conformwnce with ANSI/TPI ,, ar far iundling, slopping, TTOT.LD. 42.0 PSF SEQN— 214136 AN RTW COMPANY inat.lI.,..,.hr.ci.g of trusaaw. •. A a..l on this drwing or Cover pap I lstlrp this arming, Irdlostw sooepteroe of profONlonsl engineering reepwrlblllty solely for the dwlgn shown. The suitability end l..of this drawing nor a,gr structure Is the �� W. ODUR.FAC. 1.15 FROM IKE 8351 Rocana Circle rwpsnslbllity or the Sallding Dselgner per ANSI/TPI 1 Sse.2. 1T 'i. Sacramento,CA 95828 ror more information this�a general yaaral those a sago end twas Renews:1219112017 SPACING 24.0'! JREF— 1VSV7175Z06 ALPINE:www.alpineitw.com`TPI Swww.tpi t.org,WTCA:www.ahclndustry.com, ICC x www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - D) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 22.51 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. (*) Provide lateral bracing for inset member. Attach nailer at edge of lower roof diaphragm, or use purlins at 24" oc. 4X5-- ii X5=ii -7- 3X7%3X7% ,i 1111111111111111 .10 7 10 8-9-4 T2 0-7-12_L �,� �� 0-_1_ 7-12 T /f ■■ ! +18-2-10 3X5= 3X7(84)(R) III 3X3 fll 3X7(A2) III L1'J 12-9-0 2014 6-9-0 5-3-12 4-5-4 2-7-110-4-5 6-9-0 is 19-6-0 Over 2 Supports >{ R=203 PLF U=18 PLF W=6-5-8 R=741 U=5 W=5.5" RL=28/-30 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.4 i C;.�, •TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon ((503)357-1118 a"WARNINGI Km)aro roue■ALL eau its on!HIS DING! 4t; f 825N4thAve,Cornelius OR97113 '.IMPORTANT. FNaISHTHIS DRAWING TO ALL CDNrMCTGRSINCLUDING 11EINSTALLERS. � " F TC LL 25.0 PSF REF R7175- 86631 Trusses the 1 editioneireextrema ogre(Building in Tahri g handling, shipping. installing and bracng. Refer t. Wena Follow Component of Safety Informs by TPI WTCA) forsafety prat s prior 14859 '7 TC DL 7.0 PSF DATE 08/02/16 tu performing these functions,. Inetfo tallire ren shall pr vends temp Y rg per!11:51. Un lean noted uitxxrwr sn op h d hall have properly a tached al Sheathing and b hord shall have a properly attached . ✓, BC DL 10.0 PSF rigid ling Locations shown r p t lateral restrai f b hell neve bracing Installed per BCSI rr .^. DRW CAUSR7175 16215179 ��� se 830 87 or 870 as applicable. Apply plates to each faceoftrussand position as shown above end on the Details unless noted otherwise. Refer to drawings 160A-2 forstandardplate positrons. BC LL 0.0 PSF CA—ENG CWC/CWC Alp a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this e,•,-_e'. drawing, any failure to balls the cissa n conformance with ANSI/TPI ,, or for handling, onlppirg, �'� TOT.LD. 42.0 PSF SEQN— 214133 AN IT'W COMPANY nsta lotion a blaring of trusses. ,., . &seal on tui.drawing or*over peg.listing this drawing, indicate.acceptance of pr.fewlon.I engineering %y �.7,19 Q responsibility.ol.Iy for the design shown. Tb.suitability and w of till.drawing for aro structure I.a. 83sl Rovana Circle r..pw.ibl l ity of the Building Designs per ANSI/TPI 1 S.o.2. li4NWr eNW DUR.FAC. 1.15 FROM I KE Sacronento,CA 95828 ror more information ` Is fob's general s page and c00,rwen sites: SPACING 24.0" JREF— 1VSV7175Z06ALPINE:wwe.olpineitw TPI wwaCpinet.org;WTCA;wae.ebeindustry ; ICC : .Irrsara.org Renews291207 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - C) Top chord 2x4 HF #2 120 mph wind, 21.26 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 3.00 PSF one face and 24.0" span opposite face. Top design. chord may be notched 1.5" deep X 3.5" at 48' o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind notches. Do not notch in overhang or heel panel. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 6-3-4 I02 ,4dilililIIIIi i i i i i i i i i,■ 0-7 12 Ir II -r 18-2-10 r 3X7(B4)(R) M3X7(A2) III I- 6-9-0 �I, 6-9-0 J [< 13-6-0 Over 3 Supports R=103 PLF U=17 PLF W=13-6-0 RL=9/-10 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0.efi v QRO, Y:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon ((503)357-1118 •'WARN I PIG I••hmh AND roue ALL tams UN IHIS mooed n�'S 825 N 41}a Ave,Cometms OR 97113 •'IImoNTANr"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. moi , TC LL 25.0 PSF REF R7175— 86630 Trusses require r.see r in rehrient"ng handling, shipping, installing and bracing. Rarer r end follow (� 1 465$ '9 TC DL 7.0 PSF DATE 08/02/16 the latest ditioneorrBCSlr(Building Component Safety Informat- byTPIand ATCA) for fety practice.p }fns, tp .r ing these rbrwtiurm. t lnetalierruetall provide temporary bracing per BCSI. Unless noted otherwise 14116174 BC P chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �.l• DL 10.0 PSF DRW CAUSR7175 16215188 rigid ceiling. Locations shown nor permeientu lateral restraint of webs shall nave bracing Installed per BCSI �4 1`_P[I N s B3 ai s, B10unless as applicable. Apply plates to each race or true and rd plate as shown arW on the Joint Details, unless rete°otherwise. Rafe to drawings 160A_Z for standard plata positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alp division of ITN Building Components croup Inc.shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling. shipping, f.� 1y%% � + TOT.LD. 42.0 PSF SEAN- 214131 AN ITN/COMPANY installation a bracing of trusses. . A seal on thls drawing or cover pegs listing this drawing, Indists aooptanee of proleaaloos'.nglnsaring �.w • 8 responsibility solely for tl,s design shown. The suitability and w.a of this drawing for any structure is the �'A•OIN Qt]ab` DUs.FAC. 1.15 FROM I KE 8351 Rocana Circle responsibility of the Building Designer per ANSI/TPI r Sec.2. AA Y{� Sacramento,CA 95828 For more information.ees m is fob's genral pogo at won Renews:12/91/2017 SPACING 24.0" JREF- 1VSV7175Z06 ALPINE:rww.alpineitw.com; TPI:we cpinst.org; ATCA:www.sbcindustry.com; ICC;www.iccsore.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - B3) Top chord 2x4 HF #2 120 mph wind, 23.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: 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 Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= ii 10 7 10 1 .5X4\\\ 1 .5X4/// , Ahhhhhh 9-3-15 j_ 0-77-12 ' — sou — 'r 0-7-12 +18-2-10 _ 3X7(84)(R) III 3X5= 3X5= 3X5= 3X7(A2) III 5-1-0 5-4-0 5-4-0 5-1-0 • 6-10-0 7-2-0 6-10-0 L 10-5-0 J_ 10-5-0 I F. 20-10-0 Over 2 Supports R=919 U=47 R=919 U=47 RL=160/-160 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.00.0. .#, :..� QTY:4 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Com onents of Oregon 003)357-2118 `°�m+u1 READ ale Foam ALL Nous(Al IRIS 81(8„1x)1 F REF R7175- 86629 pFURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING nE IISTALLENS. ' TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97 13 •eI1Qmeme c ey r - Trusses editre extreme rare In fagrt n handling.I shipping, installing d and bray nrl. Refer and followTC DL 7.0 PSF DATE 08/02/1 6 the latest Ply L on T BC51 ns. Instal Component I Prov Is belnptlon, by TPI and 1r TCA) for safety practices prior r I Q�n (u p � - %J Lhasa Lions. Ina dell -- �11 pruvrJr trrnpurarY braa:l ny pnr isL'SI. Uri nJ utfrorw,se. �..., ^!V V � _ op d shall have properly attached I sgeathi,g an°bottom chard shall haveproperly attached BC DL 10.0 PSF DRW CAUSR7175 16215142 r• rigid ceiling. Locations dawn Yor permanent lateral irestral nrawebs uShall give bracing Installed per BC51 V A 11__,P0 N E sect 83 ai or unless ss noted applicable. Apply plates o each race tr and positionshown above and on the Joint Details, unl.ss rated otgerw s Re Pel to drawings 150A-Z for asia standard plat po 1 1 A lwing, a division on of ITA build th ng truss Components Group Inc shell not be responsibleofor handling. for any deviation from this _ BC LL 0,0 PSF CA-ENG CWC/CWC drawing, any failure to bu'Id tfw truss 'n conformance with ANSI/TPI 1. or for ha rdllrg, nI pp'ry, AN mvrAauwNv installation.. 1 0 is d�..,�;orf trusses. .�v.g.11.0105 I:hl.dreslog, IrMle.0...ee.pt.11w def prdfWlorvl.nglnwring 'ie,7�i1Sgta! ,'"" TOT.LD. 42.0 PSF SEQN— 214119 responsibility solely Per the design shown. The suitability end use of this Crewing Per oro structure Is t» }y 4Q DUR.FAC. 1.15 FROM I KE 8351 Romano Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. II�1°Ow CINO. SDcrxnenlo,CA 95828 For more information ;a job's gwnwrel a rage and t,m rob R SPACING 24.0" JREF— 1VSV7175Z06 ALPINE:www.alpinertw,comcTPl waw tplret.org;xTCA:rwsbcindustry.com, ICCfwww.innsofe.urg Renews:12/3112017 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - B2) Top chord 2x4 HF #2 120 mph wind, 22.79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: 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 Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= Ili , - 1k141°10 r— \\I , 1.5Xj41541/s 6 9-3-15 10 0-7-12 pi _ sa = 's 0-7-12 18-2-10 T / 3X5 3X55 3X5= 3X7(A2) HI 3X7(64)(R) III L1,J 5-1-0 5-4-0 I 5-4-0 I 5-1-0 ` 6-10-0 I 7-2-0 I 6-10-0 10-5-0 _I 10-5-0 _j E 20-10-0 Over 2 Supports R=994 U=60 W=5.5" R=917 U=43 W=5.5" RL=172/-182 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. 1Mat, TY:1 OR/—/1/—/—/R/— Scale =.25"/Ft. TmssComponentsofOregon t503�357-?118 ". FURNISH HIS AND tGLLB.ALL ON Rs off SHIP LUDnxcl �r . TC LL 25.0 PSF REF R7175- 86628 825 N 4th Ave,Comelms OR 97 13 '.IrPDRTANT+ FUPNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. P", e Trusses require aro-ream cars in fabricating, handling, shipping, installing and bracing. Refer to and follow �� 14659 F TC DL 7.0 PSF DATE 08/02/16 ax the latest edition of BCSI (Building Component Safety Information, by TPI and{RCA) for safety pract ces prior L.cerrorming these ',notions. Installers .11 provide temporary bracing per IR:SI. Unless noted otherwise. s ilhl top d shall have properly attached al sheathing and bottom chord shall have a properly attached iyg ryd ceiling. Locations shown for permanent lateral r ralnt or webs snap have bracing install.per Bcsl y1� BC DL 10.0 PSF DRW CAUSR7175 16215178 • • ��0�� 1 sections 83 87 or B70 as applicable. Apply plates to each faceoftruss and position shownabove and on • the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plateP° BC LL 0.0 PSF CA—ENG CWC/CWC ' Alp a division of ITN Building Components Group Inc.shall not be responsible f any deviation from this e'*'"�a drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, f,f '�gq "„ TOT.LD. 42.0 PSF SEQN— 214116 AN ow COMPANY installation a bracing of truss.. A A seal on this drawing or*over peg.listing this drawing. indicates acceptance of professional.nginsering 40 Q` responsibility solely for the ensign shown. The wltabllity and 1 of this drawing for any structure I.the r'ANW.G��' DUR.FAC. 1 .15 FROM I KE 8351 ROC"is Circler..poneibnity or the Building Dwlg,rr per ANSI/TPI 1 S.c.2. Sacramento,CA 95828 for more information n this job's general s page and thaso web Renews:12!91!2017 SPACING 24.0" JREF— 1VSV7175ZO6 ALPINE:www.alpineitw.com�iTPI www.pinst.org;NTCA:www.abcindostry.com; ICG, www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - 61) Top chord 2x4 HF #2 120 mph wind, 22.59 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT I1, 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 In lieu of structural panels use purlins to brace all flat TC @ 24" design. OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 4X5= 1.5X4\\\ ill 6 7 11.5X4/// /1:A 8-11-2 A j_0-7-12 6 o, -- 0-7-12 018-2-10 3X5= 3X5= 3X7= 3X7(B4)(R) III 3X7(A2) 01 L1 'Si 11"B 5-1-0 _I_ 4-10-4 _I_ _I_ 4-10-4 _1_ 5-1-0 ...c6-10-0 -I a-11-18 I 6-10-15 I` 9-11-4 _I,,I. 9-11-4 J 1 20-10-0 Over 2 Supports >I R=994 U=58 W=5.5" R=917 U=42 W=5.5" RL=164/-174 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00.0a,y QTY:1 OR/-/1/-/-/R/- Scale =.2511/Ft. Truss Components of Oregon 503 357-1118 •aWARNINGI"• READ AND FOLLOW ALL ROILS(Al IH15 DRAWING! �� w 04TC LL 25.0 PSF S ••1■PONTNYr"aay FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. REF R7175- 8662 7 825 N 4 Ave,Cornelius O 97 13 5 ,1 Trusses require extreme rare in faprl aP ng• handling, shipping, installing bran.n . Refer r anP Ilrn 4' .. TC DL 7.0 PSF DATE 08/02/16 the latest edition of BCSI (Building Component Safety Information, by TPI and g1CA) for safety practices prior 1 48 59 u performing Uuan lures 1,urn. Installers Sheri provide t ges- -Y bracing per S:SI. Ur lass res Led LA-11.r'. e. li,top Chard Shall have properly attached structural sheathing and bottom chord shall have properly attached rig,'ceiling. Locations shown for permanent lateral restraint f b shall hays bracing ai g Installed per BCSI ; BC DL 10.0 PSF DRW CAUSR7175 16215177 • r^" . s 87, 87 or 810, as applicable. Apply plates to each Pace of true and posit' shown above and o ^Ij IF00 N thet�oint Details, unless dated otherwise. Refer to drawings 160A-z for standardd plate pd ns. BC LL 0.0 PSF CA-ENG CWC/CWC �=1 Il—Tll Alpine, a division of ITS Building Coonants Group Inc,shall of be responsible P any deviation from this r drarun9 any failure to build the truss In conformance with ANSI/TP! 1,or for handling. shipping. 6 r+ TOT.LD. 42.0 PSF SEQN- 214127 AN ITW COMPANY instal late on a brad ng or trusses. �. _% i.I . A Mal on this drawing or cover page lifting this drawing, i dloates sweeten.of prots.iA0.l engineering ,s Y-7 1•�"r `M • responsibility solely for the design shown. The suitability and uas of this Crowing for any structure is the Q� DUR.FAC. 1.15 FROM I KE reepnelbil ity of the Building Designer per ML5I/TPI 1 See.2. S35I R�Circle _ ��ry�N1Ne�,�p Sacr■lrento,CA95828 For and information isJob's general notes cage and those web SPACING 24.0n' JREF— 1VSV7175Z06 ALPINE:ww.alpineitw.com TPI sww tpinst.org;■TCA:wwl.s des ry.com; ICCs waw.iccsofe.org Renews:12/31/2017 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - B) Top chord 2x4 DF-L #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud :W3 2x4 HF #2: TC- From 68 plf at -1.00 to 68 plf at 7.94 :Lt Wedge 2x6 HF #2::Rt Wedge 2x6 HF #2: TC- From 34 pin at 7.94 to 34 plf at 12.90 TC- From 68 plf at 12.90 to 68 plf at 20.83 120 mph wind, 21.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.00 to 5 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 plf at 20.83 DL=6.0 psf. TC- 429.48 Ib Conc, Load at 7,89,12,94 BC- 141,55 Ib Conc. Load at 2.00,18.83 Wind loads and reactions based on MWFRS. BC- 144.35 lb Conc. Load at 4.00,16.83 BC- 149.97 lb Conc. Load at 6.00,14.83 In lieu of structural panels use purlins to brace all flat TC w 24" BC- 345.51 lb Conc. Load at 8.00,10.00,10.83,12.83 OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep reu�se LQwmi applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5(R) di 4X5(R) 7 •> 5 • j5x4 y •• 7-3-2 0-12 � MW � 0-7-12 , T /'-. 5X5= 4X5= -f- 5X7 ,T- 18-2-10 r 5X7(63)= 5X7 4X8(82) L 4-0-0 I_ 3-11-4 ' I.c 4-11-8 ply 3-11-4 I_ 4-0-0 I7-11-4 4-11-8 7-11-4 I I, 7-11-4 ,I, 4-11-8 ,I, 7-11-4 _1 E 20-10-0 Over 2 Supports )I R=2362 U=364 W=5.5" R=2284 U=345 W=5.5" Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. D1RfOe . TY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components ofOre on 503 357-1118 ••WARNINGI••HEAD AND FOLLOW ALL ROILS ON IRIS URANINUI +1l 1w 8 ) ••IMPDRTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 5 r e TC LL 25.0 PSF REF R7175- 86626 825 N 4th Ave,Cornelius O 97113 Trusses require extrema re In fahri.:at'nn, handling, shippinginstalling and brarnng. Refer to and follow , the editionoofBCSlc(Building Component Safety Information byTPIand WICA) r safety practices prior0 14859 9 TC DL 7.0 PSF DATE 08/02/16 Lo p rmi ng these lurk L.urs tl natal l ars shall pruvi de temporary Int ani ng per WS!.PoUnless rated u Iror.Ise41111 ., top hod shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locationsaahown.or permanent lateral restraint ofwebs have b toned per BCSI �. + ......gyp BC DL 10,0 PSF DRW CAUSR7175 1621517W - ... sections 1�g0 N he n BD B]or Big a applicable. Apply plates to each roc and position tionsabove and on the t Oxtails ,mase dated angeCompo tsrGw to Inc.isha 160A-2 a forstandardplateany positions. BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ll‘bu build th Building Components Group Icshall not be for for hie li fry d ping,on from this .l:',..'4' tlrawlIi any failure to huild Cha truss In conformance with ANSI/TPI T, or for handling, shipping, V AN ITW COMPANY inatallatibn&bracing of trawaae. '007.0A Q0. TOT.LD. 42.0 PSF SEQN- 21 4081 A seal on this drawing or cover page listing this droning, indicates aessptam of profarlonal enplaeriwg reepoesibll Iger solely for the Brim shown. The suitability and ma or this drawing?sr any structure is t» �' AN 04% DUR.FAC. 1.15 FROM IKE 8351 Alkane Circle responsibility or the Building Deshler per ANSI/TPI t Sec.2, Sacramento,CA 95828 For more information Imo this job's genoral notes page and those wobr � ALPINE:sea. TPI:www tpinst.org;wci TCA:uww.sbndustry.00m: ICC: Renews:12/31/2017 S PAC 1 NG 24.0" JRE F- 1 VSV7 1 75Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - A7) 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 0 24" design. OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X7(R) III 5X7(R) III T i ob 10 fl 3X54 3X5'r I `. 10-7-2 Al 7 1a All 0-7-12 !� _ eu _ 1\ 0-77--12. 18-2-10 T5X7(B4)(R) III 1.5X4 III 3X7a 3X5= 3X5= 1 .5X4 III 5X7(A2) Ill - 6-0-0 >fc 5-11-4 4. 7-7-8 4► 5-11-4 >lc 6-0-0 1_ 11-11-4 —I, 7-7-8 ,I, 11-11-4 J 1 31-6-0 Over 2 Supports R=1388 U=75 R=1464 U=91 W=5.5" RL=207/-197 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. pi TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. rjr Truss Components ofOre on 503 357-1118 ••WARNINGI'• xcno AND Feuer ALL sults as tins DIMING, `` REF R7 75- p ) ' ..IMPORTANT.. FURNISH THIS OWNING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i7�r TC LL 25.0 PSF 1 86625 825 N 4th Ave,Cornelius O 97113 Tr.n.ea eam re in fahrirat � reditio nn, handling,Information, y TPI installing And brerr rsa Refer t and follow "14859 'Y `s the latest ng Lhan arunctions. Inst Component Safety Ie temporary by ci and inCA1 for safety practices prior �+Ti TC DL 7.0 PSF DATE 08/02/1 6 w Y f ig tlinse I'unv ti ns. Installers provide t gpnr my br nc lrry par ISI:SI have noLed otherwise. top chord hall have properly attached structural sheathing and bottom chord shall e a properly attaches DRW CAUSR7175 16215175 rigid ceiling. Locations shown tor permanent lateral esti int of webs shall have bracing installed per BCS, BC DL 10.0 PSF T• a 83. 87 or B10 applicable. Apply plates to each face of truss and position as shown above and on o1 the J -nt Details, unlasssn:': otnarrisa. Re Pel to drawl 160A-Z for atantlard late It�ons. A ILMI N ,rev naw P 7 n BC LL 0.0 PSF CA-ENG CWC/CWC Alp' n di failure of 1bu Bul the truss Group Inc.srwrl t ba Tfor beer For nny dppin ,on from this • - drawing, any Pailure to build the urns in conformance with ANSI/TPI 1, or for ne ndling, shipping, \( AN ITW COMRenNY Intallati°n a bracing of trusses. At TOT.LD. 42.0 PSF SEQN- 214105mmoisten.. A..a1 on this drawing or Dover peg.listing the.drawing, indicates awstenof professions'engineering / T VO rw+Q - r..poneiblllty'solely for the deign Omen. The suitability and ANSI/TPIuI.or thes drawing far any structure i.the ��ANw.�,�p DUR.FAC. 1 .15 FROM I KE 6351 Rovana Circle responsibility of the Building Resistor per ANSI/TPI 1 S.e.t. Sacramento,CA 95828 For more information ,a Jobs general page and= woe sites: SPACING 24.0" JREF- 1VSV7175Z06 ALPINE: ewe.elpineiltw.coo: TPI a w Cpinst.org: rrCA: ww.sboind"avy Dom, ICC:www Renews:12/3112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - A6) Top chord 2x4 HF #2 120 mph wind, 22.59 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 (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III 4X5(R) III 1 .5X4 III a > 5XI 1 (a) 8-11-2 10 W1 W7 0-7-12 r Ns m — a \ 0-7-12 18-2-10 T5X7(B4)(R) III 3X5= 3X5= 3X7= 3X5= 5X7(63)(R) III L1 'J 6-0_0 3.I' 3-11-4 I 9-9-0 5-9-12 >I..c 5-9-12 9-9-0. 1 3-11-4 66-0-0 _0_0 _1 L— 9-11-4 -I- 11-7-8 _I.. 9-11-4 J'1 I 31-6-0 Over 2 Supports R=1388 U=69 R=1464 U=84 W=5.5" RL=175/-165 Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 . QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-1118 awWARNINGf READ AND tOLLO11ALL ARILS ON IHIS DNMINGI le' F °4 TC LL 25.0 PSF REF 87175- 86624 825 N 4th Ave,Cornelius O 97113 ...IMPORTANT.* FURNISH THIS DROVING TO ALL CDNnMC70PS INCLUDING THE INSTALLERS. T ,,,,esus w,. r In fah i handling, shipping, installing nrd bran-nn. Refer t and follow the I edition ofrBCSlr(Building Component Safety Inform by TPI and NTCA) for safety practices prior ' n TC DL 7.0 PSF DATE 08/02/16 lu erming [lanae v t t,. Install - shall provide temporary bracing per BCSI. unless otherwise.nuLed` 14659 top chord shall have properly attache structural sheathing and bottom chord shall have a properly trached /// ,car rigid ceiling. Locations shown nor permanent lateral restraint of webs shall have bracing installed per BCS) a BC DL 10.0 PSF DRW CAUSR7175 16215187 sectons B3, 87 or-B10 as applicable. Apply plates to each race or truss and position as shown above and an 0 o�LIN the went Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions. a �=1 r—' .,,,t,.4!". BC LL 0.0 PSF CA-ENG CWC/CWC Alpine., a division of ITl Building Components Croup Inc,shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI/TPI 1, or for handling,shipping, s.i''•4' AN ITWC.OMR4NY inetsIlation a bracing of trusses. .�yqq. ��1��• TOT.LD. 42.0 PSF SEQN- 214114 . A.eel an this dewing or cover pegs listing this drawing, Indicates.ocept.nne of professional engineering %9". 'Et responsibility solely for the design shown. The suitability and use.f this drawing for any structure Is the 8351 Rovana Circle �espo. ICI i Iby of the ani icing D..lgrdr per ANSI/TPI 1 s.b.x. 4192:!C.7 '� DUR.FAC. 1 .15 FROM IKE SacTNnento,CA95828 roe ma information this s general a page and thaao web sites: _f/dew' ` SPACING 24.0" JREF— 1VSV7175206 ALPINE:ww.alpinettw.com TPI: www,tp,ost.org:MICA: www.sbcindustry.com: ICC:ww.iccsafe,Ory Rant.....•1?i0.i 19017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - A5) Top chord 2x4 DF-L #2 :74 2x4 HF SS: Special loads Bot chord 2x6 DF-L #2 :B2 2x6 DF-L SS: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud :W3, W4, W6, W8 2x4 HF #2: TC- From 68 plf at 0.00 to 68 plf at 10.42 :Lt Wedge 2x6 HF #2::Rt Wedge 2x6 HF #2: TC- From 68 plf at 10.42 to 68 plf at 12.90 TC- From 68 plf at 12.90 to 68 plf at 20.90 120 mph wind, 22.79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 34 plf at 20.90 to 34 plf at 23.56 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- From 68 plf at 23.56 to 68 plf at 32.50 DL=6.0 psf. BC- From 20 plf at 0.00 to 20 plf at 20.90 BC- From 10 plf at 20.90 to 10 plf at 31.50 Wind loads and reactions based on MWFRS. BC- From 5 plf at 31.50 to 5 plf at 32.50 TC- 429.48 lb Conc. Load at 23.61 (a) Continuous lateral restraint equally spaced on member. BC- 1674.91 lb Conc. Load at 20.90 BC- 345.51 lb Conc. Load at 21.50,23.50 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 149.97 lb Conc. Load at 25.50 OC. BC- 144.35 lb Conc. Load at 27.50 BC- 141.55 lb Conc. Load at 29.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X8(R) III Pi- -I 10 ' 3X5 i 6X10 4X5= 3X5= 5X7= 10 I- (a) /6 // > 9-3-15 0-7-12 W40-7-12II r 4` 18-2-10 1 TT 5X7(B3)= 6X6 1 .5X4111 8X8(R) III 3X5= B2 = H0312(R) III 8X8(B9R)�� 4X5= 3X5= 11 '1 Fr5-3-14 5-3-14 �` 5-1-2 5-1-22-5-12 It 4-0 -0 'I�4-0-0 4-0-0 >4-0-0 I 2-8-0 3-11-47-11_4 4-0-0 10-5-0 5 10-8-0 7-11-4 lc 31-6-0 Over 2 Supports ={ R=2264 U=214 R=3623 U=404 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=296(0%)/4(0) 16.01.00.0 QTY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 1503p57-1118 •..MI MIMGI••WAD AND FOLLOW ALL NUILS ON THIS DRAI•INGI y� kQ��•,INFORTANT,• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •iTC LL 25.0 PSF REF R7175- 86623 825 N 4i11 Ave,Cornelius OR 97113 A� .6 „ages require a r ams r In ra Safety Information. ailing end*IC bracing. Rarer COafallow TC DL 7.0 PSF DATE 08/02/16 the latest edition orrSCSI rits. I at Component small rely Ie tema by TPI ape wTCS1.A) Yrr safatn granothes prior t•- �r® L1. to p rd she tLhasahav Iprop r,rs. che)lstructrprovide ng an dry bratom chord per 1u;S1. Ur lee properly otherwise. 'V ',ii _j top Ary shall have grope-rho attachedfOrpe structural rel ming and bottom cshal shall have a properly attached N gtl ceiling. Locations Shown mr permanent lateral restraint of webs shall have bracing installed per 6C51 �. h.,h'r BC DL 10.0 PSF DRW CAUSR7175 16215144 A(L,P11 N sections 83. 87 or DID as noted other. Apply plates drawing race or trufor and printshown1tabove and on ,. the Joint Details, unless notal otharw se tRsrGY to drawInc. she l not a forstandardplaten load BC LL 0.0 PSF CA-ENG CWC/CWC Alp ne, a division of ITN build Building Components Group Inc. again not be nor for)tole f any deviation from this •I tlrawl no, any failure to f tru tla truss - conformance with ANSI/TPI ,,or For handling, shipping, v TOT.LD. 42.0 PSF SEQN- 214125 AN ITW COMPANY Instal Inti an x braying of trraeas. is A.esl on this drawing or cover page listing this drawing, Indicate.s puns of prof eslenal nginurring _rFC 7 VI '9 8351 RovanaCvcle respseibl l lty solely for the design.leen. The suitability and me of thle drawing for any structure is the `itn, - •a���Q� DUR.FAC, 1.15 FROM IKE responsibility of the Building Designer par ANSI/TPI 1 Sso.2. of Sacramento,CA 95828 For more information is jab's general a page and° web w SPACING 24.0" JREF- 1VSV7175Z06 ALPINE:ww.alpineitw.comC TPI:awes tpinst.org;WTCA:ww.sbcindustrY Com; ICC:www.iccsare,org gt;MAWS.12/11/2f117 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - A4) 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 0 24" design. OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X7(R) Ill 5X7(R) III T 10 1 3X54 3X5% 10-7-2 7 10 W1 W7 0-7-12 r if am 111 - II 0-7-12 18-2-1) T T5X7(B4)(R) III 1 .5X4 III 3X7= 3X5= 3X5-- 1 .5X4 HI 5X7(A2) III L1 ..1 fc 6-0-0 3.1c 5-11-4 alc 7-7-8 T 5-11-4 'F 6-0-0 I. 11-11-4 _ - 7-7-8 _t_ 11-11-4 J Fc 31-6-0 Over 2 Supports R=1388 U=75 R=1464 U=91 W=5.5" RL=207/-197 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2'%(0%)/4(0) 16.01 .00.0,„Iy k , QTY:5 OR/-/1/-/-/R/- Scale =.25"/Ft. Buss ComponentsofOre on 503 i57-2118 • INGtww READ AND imica ALL NBItS ON IHIS DINNING! *' TC LL 25.0 PSF REF 87175- 86622 Components B ) ••Il ut[fIWT• FURNISH THIS OWNING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4fh Ave,Cornelius OR 97113 T require extreme are in fabricating, handling, shipping, installing and ar rnl.Refer to and follow ,� � �,, the latest editionfBCSIo(Buildirg eoemoent Safety Information, t>yTPIand WTCAirfor safety practices prior g'VA\ TC DL 7.0 PSF DATE 08/02/16 ,y performing tlwV tures tions. Inv wllnrfuctal l p,uvida temporary bracing per BUS!. Unless res tad atherwl w. • .... • r" top chord shall have properly attached structural sheathing and b chord shall have a properly attaches , BC DL 10.0 PSF DRW CAUSR7175 16215174 rigid ceiling. Locations shown ror permanent u lateral restraintf webs shall have bracing installed per BCSI ', t / , s 63, B7 or B10, as applicable. Apply plates to each race of truss and position as shown above and on / +� p ,—���^ I aha T not Details, ,.hides noted otherwise.Co poll Refer to Inc. ha,Bno_7 for standard Plata any deviation BC LL 0 r0 PSF CA-ENG CWC/CWC A IL_.,_0 ' V „/ Alp ®eiaislan unless Is Building rwise.anRe Group to Inc.shorn not be responsible plate for apo chills on from this ,. draw'ng. any failure to bulla the truss conformance with ANSI/TPI 1. or for handling, shipping, TOT.LD. 42.0 PSF SEQN- 214101 AN WY/COMPANY Installation s bracing of trasaas. % 9 A semi { lura soolely cover he ariggnn slime till.e drawing, r I,suitability um orr th s drawinprofessional for IN structtIreering is the / /�C 7•��� QQ DUR.FAC. 1 .15 FROM IKE resipot.lb lllty of the Building Design...per ANSI/TPI 1 Sae.2. '(� 4► 8351 Rosana Curie AAI W SaaenuNo,CA 95828 for more information his jobs general a pogo and tam web s SPACING 24.0" JREF- 1VSV7175Z06 ALPINE:ww.alpineitw.com clTPl www.tpinst.org: NTCA:rww.sbcindustry.u�. ICC:ww.lcesafe.org Bgng,yg.4WW9M7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - A3) 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 a 24" design. OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X7(R) Ill 5X7(R) Ill T 10 E 3X54 3X5% y A 10-7-2 -1 10 W1 W7 0-7-12 r o- um n1 o- 0-77--12 18-2-1) .7S4T5X7(B4)(R) III 1 .5X4 III 3X7= 3X5= 3X5= 1 .5X4111 5X7(A2) III 1.1 '.1 6-0-0 '"I` 5-11-4 7-7-8 + 5-11-4 T 6-0-0 >I 11-11-4 7-7-8 11-11-4 1 31-6-0 Over 2 Supports d R=1388 U=75 R=1464 U=91 W=5.5" RL=207/-197 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00.0 QTY:2 OR/—/1/—/—/R/— Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 'WARNING!" RLno Ann FOLL11R ALL NOILS DN!HIS UWHIINGI 00,0 � TC LL 25.D PSF REF R7175- 86621 pOaaIBBORTANraa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825N4th Ave,ComellU50 97113 require extreme. ra in rabricat n handling shipping, installing and bracing.Refer r and folios -148594'P s the teditionfBCSI (Building Component Safety Information, by TPI and BMA) r safety practices prior ka�'� E'/ry TC DL 7.0 PSF DATE 08/02/16 Lo p ng Lhasa Moat.ione. tlnisilereushell p,'evida temporary to-acing per BL'SI for notadahar'wan 14B58 Sop chord shall have properly attached structural sheathing M chord shall have a properly attached �` BC DL 10.0 PSF DRW CAUSR7175 16215173 41111164, rigid ceiling. Locations shown tor permanents lateral restr 1 b shall have bracing installed per BGSI r ,4 � n! sections B3. B]o 910 as epplicab`e. Apply plates[o each race or truss end poll M1vaneabove and on /. 1 # rr—+ the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate poi n BC LL 0.0 PSF CA—ENG CWC/CWC r--; Alpine, a division or ITN Building Components Group Inc.shall not be responsible r any deviation from this drowtng. any failure to build the truss conformance with ANSI/TPI 1, or for handling, shipping, •..~�' �./ TOT.LD. 42.0 PSF SEAN— 214103 AN ITWCOMR4NY i„stwuati on a brae''ng or tr asses, ...0. A c. . A sponsibi llity tlsolelygfoorr the cover gnn listing ho n. suitability gand S.of tes this drawing for arty structureucengineering .... 'r �� 44 responsibility of the Building Designer per ANSI/TPI 1 S.e.2. �j'4NMIs V' DUR.FAC. 1 .15 FROM KE 8351 Rovana Cixcle ry Sammento,CA 95828 for ma information ie job's general notes page and° web„ Ce SPACING 24.0" JREF— 1VSV7175Z06 ALPINE:waw.alpineltw.com CTP! www tpinst.org; ATCA: way.sbcindustry.lvom; ICC:waw. safe.org — -Repg•Y1C:is 12017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - A2) 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 W 24" design. OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. 5X7(R) III 5X7(R) NI 3X53X5, 10-7-2 10 7 7 10 W1 W7 0-7-12 0-7-12 ,, 8 E' T / g ` T 18-2-10 5X7(84)(R) III 1 .5X4111 3X7= 3X5= 1 .5X4111 5X7(A2) III 3X5= 11 ,J 11 'J is 6-0-0 >I.w 5-11-4 >{< 7-7-8 >I` 5-11-4 'f` 6-0-0 d 1, 11-11-4 _I_ 7-7-8 _I. 11-11-4 J Fc 31-6-0 Over 2 Supports ::.-1 R=1463 U=91 W=5.5" R=1463 U=91 W'5.5" RL=220/-220 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00,H .0 ..r. QTY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 „I ;MRNIMGI"READ AND faLE.ALL MILS W IHIS IIRAWINGI S ' nib TC LL 25.0 PSF REF 87175- 86620 004. po R 1 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 7!E INSTALLERS. 825 N 4t11 Ave,Gemellus O 97 13 �4 ' ,�4. T ethnic extreme r r ld fab i s " handling, n nil installing and bran nn. Baler f. and follow ,p TC DL 7.0 PSF DATE 08/02/16 the latest edition orBC51 (Building Component Safety Information, by TPI and►ICS) for safety practices pilo f�wr 14859 p ng threw (prop ons. lnaattached structur provide l-erg and 'Y s.iii0ho per tll:l eUnlesspr retied at attached '+s•. t p bred shall have properly a for pe at nal ral re ton nt bottom chord whale have aproperly attached BC DL 10.0 PSF DRW CAUSR7175 16215172 rigid ceiling.B Locations, a shaven for permanent lateral o each of f ba shall have bracing as Ilan per DCo � - B3 B7 or 010, as applicable. Apply plates to each face of twos and positionh above anal on 1 I N the 1 G to le. unless noted otherwise. conformance to drawings I60A-z for standard plateP BC LL 0.0 PSF CA—ENG CWC/CWC /L=� L�,r' Alp division of ITN Building Components Croup Inc. shell not be responsible f any deviation from this #' drawing, any failure to bund the truss with ANSI/TPI 7,or for handling, shipping, g " TOT.LD. 42.0 PSF SEAN— 214107 AN ITW COMPANY installation a bracing of tresses. ,�M A seal on this droning or.over pap listing thin droning, Indicates eao.ptange of professional.nglnesrtng .. -7,1g$ 4t responsibility solely for tM design shown. T.evltabllity end moor..drawing far.ro strubtwr.is the `4 DUR.FAC. 1 .15 FROM IKE 8151 Royana Circle reeponeibll sty of the Building Designer per ANSI/TPI 1 Sec.2. r 1140/W CO Sacramento,CA 95828 for moreion . la Job's general a page end thea°woe - SPACING 24.011 JREF— 1VSV7175Z06 ALPINE:www.olpinertw.com information wwwttphnst.org;NTCA:www.sbcindustry.com: ICC,www.hccsafe.org Renews:12/31/2017 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - Al) Top chord 2x4 HF #2 120 mph wind, 22.59 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: 11=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. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III 1.5X4111 4X5(R) III > 5X4IlI I(a) 8-11-2 —1 10 W1 W7 • 0-7-12 0-7-12 T / m EU um m \\ T 418-2-10 — 3X5= 3X5a 3X5? 5X7(64)(R) III 3X7= 5X7(A2) III J1'J L1'J I 6_00_0 13-11-4 _L9.19-05-9-12 9-05-9-12 5-9-12 9-9-0_ 3-11-4 'I_ 6-0_0 6(, 9-11-4 J^ 11-7-8 ,I` 9-11-4 J E31-6-0 Over 2 Supports >{ R=1463 U=84 W=5.5" R=1463 U=84 W=5.5" RL=187/-187 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00. SRoc Y:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503 357-_118 w1rARNIM01.. READ AND MOLLOW ALL NOILM ON IHIS DRAWING! REF R7175— 86619 po { ' w•ImpORudrr.. FURNISH THIS DRAWING TO ALL CONOACTORs INCLUDING THE INSTALLERS. w TC LL 25.0 PSF 825N 4th Ave,Cornelius O 97113 _ T require extreme BCS are In fahrl; 1 handling. shipping) installing and orating. Refer t. am follow iy 14658�9 • TC DL 7.0 PSF DATE 08/02/1 6 the latest J tion ofBCSIo(Buildi g Component Safety Information by TPI and WTCA)r for safety practices prior w - rml ng Lhasa lurwt ur raw. Inn tallnr.auc Lull Pr.uvlJa luwwa,rnry 4r ncrng per SCSI. Unl can nu lnJ utfwrwl se. , top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown far par menentulaterel restraint of webs shall have bracinginstalled per BGsI • + •,._ BC DL 10.0 PSF DRW CAUSR7175 16215186 ��� sectons B3, 87 oronBtU, as applicable. Apply plates toeach face or cru and position as shown abovearidon • = LM1e <nt Bata la anlwas wtad ptM1erwlae. Refer td draw nga,60A_2 farestamard plata ppaitlwnn. BC LL 0.0 PSF CA-ENG CWC/CWC Alp,°' a div s of ITW Bu Itl th Consonants Group Inc.shall °At be raspornlbla for any deviet o this • '"—" drawing any failure to build the trues in conformance with ANSI/TP1 1. or for handling, shipping. r T 1ggq ;�" TOT.LD. 42.0 PSF SEQN— 214099 AN ITW C.OMR4NY installation A bracing of craewoa. szOt. A seal on this drawing or cover pege listing this drawing, indicates.uo.ptanee of prof awiorrl engineering 7� responsibility solely for the design shown. The suitability and IS.of this drawing for erpr structure I.the ��'101 s CN4 DUR.FAC. 1.15 FROM I KE 8351 Rln'�,B Circle r..pomibIllty of the Building Daelg,er per ANSI/TPI 1 See.2. IrY SacTunentd,CA 95828 For more Information this Babe Henan.) m Pass at web Renews:12131/2017 SPACING 24.0" JREF- 1VSV7175Z06 ALPINE:www.alpineltw.com tTPI$ wbm ww.tpinst.org; WTCA:www.sclustry.c ; ICC s www.lccsofe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0716032--FOUR D CONSTRUCTION CO. -LOT 22 MEDALION MEADOWS -- TIGARD, OR - A) Top chord 2x4 HF SS :T2 2x4 DF-L #2: 120 mph wind, 21.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 DF-L SS anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 DF-L Std/Stud :W3, W5, W7 2x4 HF #2: DL=6,0 psf. :Lt Wedge 2x6 HF #2::Rt Wedge 2x6 HF #2: Wind loads and reactions based on MWFRS. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) (a) Continuous lateral restraint equally spaced on member. TC- From 68 plf at -1.00 to 68 plf at 7.94 TC- From 34 plf at 7.94 to 34 plf at 23.56 In lieu of structural panels use purlins to brace all flat TC @ 24" TC- From 68 plf at 23.56 to 68 plf at 32.50 OC. BC- From 5 plf at -1.00 to 5 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 31.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 5 plf at 31.50 to 5 plf at 32.50 load applied per IRC-12 section 301.5. TC- 600.00 lb Conc. Load at 7.89,23.61 BC- 141.55 lb Conc. Load at 2.00,29.50 Deflection meets L/360 live and L/240 total load. Creep increase BC- 144.35 lb Conc. Load at 4.00,27.50 factor for dead load is 1.50. BC- 149.97 lb Conc. Load at 6.00,25.50 BC- 345.51 lb Conc. Load at 8.00,10.00,12.00,14.00 16.00,17.50,19.50,21.50,23.50 5X7= 3X5= T2 1.5X4 III 5X7= 7- 1 .5X4 ." 1 .5X4 1 .5X4 W3 W5 (a) 7-3-2 10 r W7 Z: ---1 10 0-7-12 0-7-12 i_ N.- T - I m • ',` T 18-2-10 8X8(B9R) 4X5= 4X8(8) III 6X8= 4X5= 8X8(B9R) 6X6= 11 'i 11 'J 4-0-0 3-11-4 5-1-15 5-3-11 5-1-15 3-11-4 4-0-0 7-11-4 5-1-15 5-3-11 5-1-15 7-11-4 I- 7-11-4 ,I, 15-7-8 _I.- 7-11-4 J 1 31-6-0 Over 2 Supports >I R=3627 U=564 W=5.5" R=3632 U=566 W=5.5" Design Crit: 1802012/TPI 2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00. $ROpF Y:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-1118 wrWARNIMG1awREAD AND rows ALL NRIESONMIS INURING! �, TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••I +T " FURNISH THIS DRAWING TO ALL CpRRACTORS INCLUDING TIE INSTALLERS. • ,a REF R7175- 86618 Trusses require extreme are In fahrinatinr) handling, snipping. installing mild bracng. Refer to and follow <'Iiit14859 O TC DL 7.0 PSF DATE 08/02/16 the latest edition eofrBCSlr(Building Component Safety Information by TPI and WTCA) for safety practices priorQi; noted u Pchord ha l have (properly Installers permanent provide sheath ng and bo brachy d s all e a pr perlypattacheda, . Cop chord shall Fmve properly attached s ural sheathing and bottom chord shall neve a properly attached rigid ling. Locations shown for per t lateral restraint of rebs shall have bracing filed per BCS( "> BC DL 10.0 PSF DRW CAUSR7175 16215185 A sections B3 B]or B10, as applicable. Apply plates to each face of truss and position boor above and o)EJ N The t Details, unless noted otherwise. Refer to drawings 160o_Z for standard plat p n *-- r BC LL 0.0 PSF CA-ENG CWC/CWC �-i 1_,PEJ Alp s division of ITN Building Components Group Inc. shell not responsible for any deviation from this drawing. any failure to build the truss Conformance with ANSI/TPI 1, or for Handling. shipping. '+ .'. 1g TOT.LD. 42.0 PSF SEQN- 214109 AN ITV/COMPANY inotal l at on A brad ng of Lrusana. f A.awl on this drawing or comer pass listing this drawing, indicates aoo.pLnOo or pr.f awior.l.nginwrinpollt responsibility solely for rata desse design.ho . Ths suitability acrd is.of this drawing for any u1yj .tronor.Is the 1411r DUR.FAC. 1 .15 FROM I KE th 8351 Rovana Circle responsibility of e Building Weimar par ANSI/TPI 1 S.p.2. W WR Sacramento,CA 95828 For more or ion thisjob's general n page and t web a. Renews:12/3112017 SPACING 24.0" JREF- 1VSV7175Z06 ALPINE:wwr.alpinertw.com c TPI fwww tpirst.org: WTCA:waw.sbcindostry.00m, ICC:wwo.iccsafe.org Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:I VSV7175Z0602084116 Truss Fabricator: Truss Conponents of Oregon Job Identification: 0716032--FOUR D CONSTRUCTION CO. -LOT 22 EDALION MEADOWS -- TIGARD, OR E4c PRop Model Code: IRC Truss Criteria: IRC2012/TPI-2007(STD) k,�� 14858$ " Engineering Software: Alpine proprietary truss analysis software. Version 16.01. Truss Design Loads: Roof - 42 PSF f 1.15 Duration Floor - N/A i •' Rind - 120 NPN (ASCE 7-10-Closed) FC,7,10 Ql4" Notes: `pryAA►w 0".* 1. Deterni nat i on as to the su i tab i I i ty of these truss conponents for the Renews:1 213112 0 1 7 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shorn on attached drawings; the drawing number is preceded by: CAUSR7175 • Details: BRCLBSUB-12030EC1-GBLLETIN-GABRST10-HIPFRAE-12015EC1- Submitted by CRC 08:40:04 08-02-2016 Reviewer: CNC $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 86618--A 16215185 08/02/16 39 86656--SJ1 16215163 08/02/16 2 86619--A1 16215186 08/02/16 40 86657--SJ2 16215164 08/02/16 3 86620--A2 16215172 08/02/16 41 86658--SJ3 16215165 08/02/16 4 86621--A3 16215173 08/02/16 42 86659--SJ4 16215166 08/02/16 5 86622--A4 16215174 08/02/16 43 86660--SJ5 16215167 08/02/16 6 86623--A5 16215144 08/02/16 44 86661--SJ6 16215168 08/02/16 7 86624--A6 16215187 08/02/16 45 86662--HR1 16215169 08/02/16 8 86625--A7 16215175 08/02/16 46 86663--A3CAP 16215170 08/02/16 9 86626--B 16215176 08/02/16 47 86664--A4CAP 16215171 08/02/16 10 86627-41 16215177 08/02/16 11 86628--B2 16215178 08/02/16 12 86629--B3 16215142 08/02/16 13 86630--C 16215188 08/02/16 14 86631--0 16215179 08/02/16 15 86632--E 16215180 08/02/16 16 86633--E1 16215181 08/02/16 17 86634--E2 16215182 08/02/16 18 86635--E3 16215145 08/02/16 19 86636--FG1 16215146 08/02/16 20 86637--FG2 16215147 08/02/16 21 86638--FG3 16215183 08/02/16 22 86639--6 16215148 08/02/16 23 86640-41 16215149 08/02/16 24 86641--62 16215150 08/02/16 25 86642--G3 16215151 08/02/16 26 86643--H 16215152 08/02/16 27 86644--H1 16215153 08/02/16 28 86645--J 16215154 08/02/16 29 86646--J1 16215155 08/02/16 30 86647--J2 16215156 08/02/16 31 86648--J3 16215157 08/02/16 32 86649--K 16215158 08/02/16 33 86650--K1 16215159 08/02/16 34 86651--X 16215160 08/02/16 35 86652--X1 16215143 08/02/16 36 86653--EJ1 16215184 08/02/16 37 86654--EJ2 16215161 08/02/16 38 86655--EJ3 16215162 08/02/16