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Plans (90)
x - ip Frame De ,ails Hip Frame W4X4, Min. B -.1" 24" : �/ N Common W1.5X3 IIiiiieb I Typ' : , : Trusses TYP � . ,■ ����������■ ' + iw"�i�ii�i�iw Stepped Hip 2x4 Purlins IIQ+kupi�il�iuo��'� System Trusses 2x4 Chords ilili ����� ������I$.N ♦ • I!' li ■ 1 s s s s 1ackI �,�_'_��_11 ,,��'," , Hip � �__ ��ik Pitched and Sheathed Al r�� - Chord Are a Hip Frame* B '., Bottom Chord W3X4, Min, a— Attach hip frame to flat chords of stepped hips W3X4, Min, at all overlapping points with 2-lOd (0,148`x3") Hip Frame, 'R' common nails. Bottom chord of hip frame to be 41111111111111111 * attached -to #1 hip with 10d common (0,148"x3") nails @ 6" o,c, maximum spacing, Hip frame stops at plumb cut of ~11- Section Hip Frame jacks to maintain pitch continuity, ( 3- B * Hip frame lumber is SPF, So. Pine, HF, M ' 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. Stepped Hip Setback 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, Struc - els must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To e - lins, wsWARNINCAww READ AND FOLLOW ALL NOTES(RI THIS DRAWINGI / GIU F� `r�0 wwJNPDRTANTia FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. l(/ 83294PE 9 REF HIP FRAME Trusses require extreme care in Fabricating, handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI (Buildin Componentn �` ------ ----- g Safety all pr-ation,by Tel and SBCA) for safety TATE 10/01/14 practices prior to performing these f 11 hones. Installers shall provide temporary bracing per m cID Unless noted otherwise, top chard snail have property attached structural sheathing and bottom char. ' shalt have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG HIPFRAME 1014 �G1Uf i) �� n I i I shall hove bracing Installed per SCSI sections B3, B7 or 810, as applicable. Apply plates to each face11111/2016 iLfl\\vIl of truss and position as shown above and on the Joint Details,unless noted otherwise. I t Refer- to drawings 160A-Z For standard plate positions, ���Q',PON AN ITW COMPANY Alpine,a division of ITW 8ullding Components Group Inc. shall not be responsible for any deviation from ' 11 CN this drawing,any failure to build the truss In conformance with ANSI/TPI I,or for handling,shipping, �/ {� installation&bracing of trusse /_ (Y 14,'20 y A seat on this drawing or cover page listing this drawing,41Wcates acceptance of professional e t for-i engineering responsibility y for the design shown, The suitability and use of this drawing 8e1, Tao 13389 Lakefront Driveany responsibility of the Busing Designer per ANSI/TPI I Seca Earth City,MO 63045 For-more Information see this Job's general notes page and these web sites' Renewal 6130/20/8 ALPINE www.alpineitw.comi TPI,www.tpinst.orgi SBCA, www.sbcindustry.orgl ICG www.iccsafe.org Gable Stud Rein-Forcemeat Detail ASCE 7-10: 115 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace wt (1) 2x4 "L" Brace x <2) 2x4 'L' Brace ew (1) 2x6 'L' Brace wl (2) 2a6 'L' Brace w Gable Vertical No Bracing Group Species and Grades pacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B GroupA: #1 / #2 4' 11' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 14' 0' 14' Q' 14' 0' 14' 0' Spruce-Pine-Fir Hen-Fir #3 4' 8' 8' 1' 8' 7' 9' 10' 10' 3' 11' 9' #1 / #2 Standard #2 Stud U14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard HE Stud 4' 8' 8' 0' 9' 6' 9' 10' 10' 3' 11' 9' 12' 2° 14' 0' 14' 0' 14' 0' 14' 0' CD [] Standard 4' 8' 6' 11' 7' 4' 9' 2' 9' 10° 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0` Douglas Fir-Larch Southern Plnewwle #1 5' 2' 8' 7' 8' 10' 10' 1' 10' 6' 12' 0` 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 —J SD #2 4' 11" 8' 5" 8' 9' 9' 11' 10' 4' 11' 10' 12' 4` 14' 0' 14' 0' 14' 0' 14' 0" Stud Stud _ r #3 4' 10' 7' 3" 7' 9' 9' 8' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0" 14' 0' 14' 0` Standard Standard (U D r L Stud 4' 10' 7' 3' 7' 9' 9' 8" 10' 3' 11' 9' 12' 3' 14' 0' 14' 0" 14' 0' 14' 0" U Standard 4' 8' 6' 5' 6' 10° 8' 7' 9' 2" 11' 7' 12' 2' 13' 5' 14' 0' 14' 0' 14' 0' Group B: / SPF #1#3#2 5' 5' 9' 6' 10' 0' 11' 3' 11' 8' 13' 5° 14' 0' 14' 0° 14' 0" 14' 0' 14' 0' #1 & Btr L. U 1. If Stud 5' 5' 9' 6' 9' 10' 11' 3° 11' 8' 13' 5° 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' #1 CU O (�l r Standard 5' 5' 8' 5' 9' 0" 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0` Bout las Fir-Larch Southern Plneww■ SP #2 5' 8' 9' 8' 10' 0' 11' 5' 11' 10' 13' 77' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' #2 #3 5' 6' 8' 11' 9' 6' 11' 4' 11' 9' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0" 14' 0' Stud 1x4 Braces shall be SRB <Stress-Rated Board). D F L = 8' 11' 9' 6' 11' 4' 11' 9' 13' 6" 14' 0' 14' 0' 14' 0" 14' 0" 14' 0" ***For 1x4 So, Pine use only Industrial 55 or 0 Standard 7' 10' 8' 4' 10' 6' 11' 2' 13' 5' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 6' 3' 10' 7' 11' 0" 12' 7° 13' 0' 13' 7° 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values nay be used with these grades. d - SPF #3 5' 11' 10' 6' 10' 10' 12' 5' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: U H Stud 5' 11' 10' 6' 10' 10" 12' 5' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" Wind Load deflection criterion is L/240, 0 1 Standard 5' 11' 9' 9' 10' 5' 12' 5' 12' 10" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' #1 6' 6' 10' 9' 11' 12' 12' 8' 13' 2' 14' 0' Provide uplift connections for 30 plf over X P 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing <5 psf TC Dead Load. #2 6' 3° 10' 7' 11' 0' 12' 7' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' #3 � I c t' 1' Gable it end2' supports load f12' l4o0overhang.ers S DEL 1 ������������ with 2' 0' overhang, or 12' plywood <--! 1.1 l_ Stud 6' 1' 10' 3' 10' 11' 12' 6' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 14' D' 14' 0` __ Standard 5' 11' 9' 1' 9' 8° 12'_1' 12' 10' 14' 0" 14' 0" 14' 0' 14' 0" 14' 0° 14' 0' 11I About Attach 'L' braces with 10d (0.128'x3.0' min) nails. able Truss �I Q SIE For <1) 'L' brace. space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option: ,„..„,,,,,, jk'For <2) 'L' braces: space nails at 3' o.c. vertical length may be -w-; In 19' end zones and 6' oc. between zones. doubled when diagonal •'S brace is used. Connect 1±.._..8. 'L' bracing must be a minimum of 80% of web diagonal brace for 305# "L„ , © member length, at each end, Max web Gable Vertical Piate SiZeS total length Is 14'. Brad 4�� Vertical Length No Splice 2x4 Stud, #3 or ii• Less than 4' 0' 154 or 2x3 better diagonal T- ; Greater than 4' 0', but Vertical length shown brace; single I less than Ii' 6' 2X4 In table above, or double cut 18' lIE 45• (as shown) at .L 1 `J �- ' Greater than 11' 6' 3X upper end. fl Y + Refer to common truss design for • YY Q peak, splice, and heel plates. 4111 Connect diagonal at100 "ontinuous Bearing II P''O.F Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for ti•��Q.�.--may •Ath, not addressed by this detail. iwWURNINCdee READ AND FOLLOW ALL PATES ON THIS DRAWING! �� �4� ' REF ASCE7-10-GAB11515 ww1NPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /�� 41 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and V 83294PE _�1I'' follow the latest edition of SCSI (Building Component Safety Information,by TPI and SBCA)for safety � / DATE 10/01/14 practices prior'to performing these functions. Installers shall provide temporary bracing per BCSI. il/ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG A11515ENC101014 shall have a properly attached rigid ceiling Locations shown For permanent lateral restraint of webs �LJ 1 �� ���1---11=�(�, I1 I : shall hove bracing installed per BCSI sections B3,137 or BID,as applicable. Apply plates 'to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. 11/11/2016 i I Refer to drawings I60A-Z for standard plate positions. Alpine,a division of rITW D,Jdin Components Gr AN ITW COMPANY 9 pup [nc. shall not be SPOnsible for any deviation from wr� QN this llatwing, bracing' of to ssetl the truss in conformance with ANSI/TPI 1, or for hondlhg,shipping, /r �� r MAX, TOT: LD. 60 PSF Installation 8 bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional G LY 14,2G et engineering responsibility solely for the design shown, The sultabl0ty and use of this drawing t 13389 Lakefront Drive for any structure Is the respons�ttlty of the BWtdng Designer per ANSI/TPI 1 Sec,2 $e't Taft�. Earth City,MO 63045 ALPINE: more Information this job's general notes page and these web sites: 1 www. p www.tpinst.org;SBCA.wwe.sbclnductry.arg, ICC: www.ccsaf,,org Renewal 11/30/91118 MAX. SPACING 24.0' ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Resioential Gaole Eno Wind 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 Pot Continuous ceiling diaphragm H Greater than 7'6" to 12'0" maxi See Engineer's sealed design referencingthis detail provide a 2x6 stiffback at mid-height and brace to for lumber, plates, and other informationnot shown refer rotodDRWGaA12030ENC101014)see detail below or 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 B 6" o,c, A 2X4 Blocking - nailed to . 45° sheathing and 12,- :Max -41111/ each truss <TVP� L H 2X4 DF-L #2 _ H/2 or better - diagonal brace, - Attach each end X — for 560#, - _ — _ — — /t/ ontinuous Bearing - 2x6 #2 Stiffback attached to each ���so pRopk•• Stud w/ (4) lOd box or gun (0,123" X 3", min,) nails, �wpp R•WARNINGI•w READ AND FOLLOW AU.NOTES ON THIS DRAWINGI ��r I'O'Cp� 'Oy • T'ANr••FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE '9 REF GE WHALER I9q'®t Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information,by TPI and SSCA) for safety / 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 chor. shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs DRWG GABRS 1101014 /-�f' �l=�f\ 2 71 l shall have bracing Installed per SCSI sections 53, 57 or 510,as applicable. Apply plates to each face 11/11/2016 �(Zr ILLjj! 1 Ifl\\vf I i of truss and position as shown above and on the Joint Details,unless noted otherwise. L L defer to drawings 160A-2 for standard platy pool-lions. 11 �'ON AN RW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible For any deviation from �,w this drawing,any failure-to build the truss in conformance with ANSI/TPI L or for handling, shipping, installation&bracing of trusse ee `LLY14,2 t� MAX, TOT. LD. 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing eel,Tear 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer'per ANSI/TPI 1 Sec.S Earth City,MO 63045 For more information see this Job's general notes page and these web sites, Renewal Bb80120� ALPINE,www.alpineltw.coml TPA www.tpinst.orgl SBCA�www.sbcindustry.org,ICG www.lccsafe.org MAX. SPACING G a o l e 3e ail For Let—in Verticals © Gable Truss Plate Sizes Aboutq. Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. Oi ()Refer -to Engineered truss design for peak, splice, web, and heel plates, © ®If gable vertical plates overlap, use a single plate that covers the total area of �S. the overlapped plates to span the web. Gable vertical al Ltypth Example: 2X4 ; . 2X4 % 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing '7' Reinforcing lik© y Member Member All 2 M III 0 Toe-nail - Or - End-nail CIO 4111 Provide connections for uplift specified on the engineered truss design. To convert from 'L" to 'T' reinforcing members, multiply T° increase by length (based on Attach each 'T' reinforcing member with appropriate Alpine gable detail). End Driven Nails; IOd Common (0.146'x 3.',min) Nails at 4' Maximum allowable 'T' reinforced gable vertical (4) nails In the top and bottom chords.c plus length is 14' from top to bottom chord. Rigid Sheathing Toenailed Nails: 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing 4 Nails IOd Common (0.148'x3`,min) Toenails at 4" o.c, plus member, 1 �1 (4) toenails in the top and bottom chords. Web Length Increase w/ "T" Brace ,7, This detail to be used with the appropriate Alpine Reinforcing °T' Reinf, "T' Member wind load. P gable detail for ASCE Mbr. Size Increase ASCE 7-05 Gable Detail Drawings 2x4 30 A13015051014, 412015051014, 411015051014, A10015051014, AI4D15051014, Example: 2x6 20 7. Gable Nails 413030051014, A12030051014, 411030051014, A10030051014, 414030051014 ASCE 7-10 Wind Speed 120 mph Truss Spaced At Mean Roof Height 4' o.c. ASCE 7-10 Gable Detail Drawings g = 30 ft, Kzt = 1.00 A11515ENC101014, A12015ENCI01014, AI4015ENC101014, A16015ENCI01014, Gable Vertical = 24'o,c. SP #3 A18015ENC101014, A200I5ENCIOIO14, A20015END101014, A20015PED10IOI4, 'T' Reinforcing Member Size 2x4 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, T Increase (From Above) 30% 1.30 A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum Brace 2x4 'L' Brace Length bie g' 7+ Reinforced GnVertical Length See appropriate Alpine gable detail for maximum unreinforced gable vertical length, 1.30 x 8' 7' = Il' 2' Ii 4 Naas It ".-41 Ceiting w':;IipORTANiwwwWARNINGIea READ AND FOLLOW ALL NOTES ON THIS DRAWINGI V� FURNISH THIS DRAWING TO AU.CONTRACTORS INCLUDING THE INSTALLERS. 0 L� Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and a� 832 E 1' REF LET--IN VERT fallw the latest edition of BCSI (BuildingCom practices prior to performing these functions.onent 7n tellers Ishnformation,by Tel and SBCA) for safety11t DATE Unless noted otherwise, top chord shall have ll provide temporary bracing per BCSI. A 10/01/14 - shalt have a properly attached rigid tali properly attached structuralpermanesheathing and bottom char _ •I n it I SMoG hnve bracing Instaltetl Locations shown for permanent lateral restraint of webs � ll ) I of truss and per BCSI sections B3, 57 or 510, as applicable. Apply plates to each face DRWG GBLLE?IN1014 !—t Ni� I I Refer to drawings t180A-Z for standard positions.point Details, unless noted otherwise. 11/11/2016 AI Ine, a division of ITV Buildin C plateGositions. /�(� AN ITW COMPANY tstalla ing,any fniluof to build th �uss M<onformonce wlithANSI/TP[Pa oribfor Mandlin desk tion from ��/�7'l' N -----`—v--- instaltation gbracing re to buil g, pping Q A sealeeon this drawing or cover page listing this drawing,k'i cater acceptance of professional f�j "ti l4,Z�� • MAX. TOT. LD. 60 PSF engineering responsibility sorely for the design shown. The suitability and use of g 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer Earth City,AAO 83045 For more information see thisnoper AMSI/TPI 1 Sec.drawing —*eel!Tar w-� DUR, FAC. ANY ALPINE: www.atpineitw.coml TPG www.tpinsbori generalSBCAwww.sbc es page ustrn ord neICC web sites: v. s) ww.lccsofe.org Renewal 6/30/2018 MAX, SPACING 24,0' ___ `"' Gable Stud Reinforcement Detail ASCE 7-10: 115 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 2x4 Brace (ll 7x4 'L' Brace * ----_--'-- ——'— _ — — — — (1) 2x4 "L' Brace w (2) 2x4 "L' Brace ww (i) 2x6 'L' Brace * (2) 2x6 'L" Brace ww Bracing Group Specks and Gra esl 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: } n #1#3#2 4 69' 8' 0' 8' 4" 9' 6" 9' SO° 11' 3' 11' 9" 14' 0° 14' 0° 14' 0' 14' 0" S.ruc—Pine-Fir Nem-Fir CD SPF 7' 6' g' p" U 9 4' 9' 9" I]' 2' 11' 7' 14' 0" 14' 0' 14' 0' 14' 0" #2#2 Stud C - HF Stud 4' 6' 7' 5' ' 11' 9' 4' 9' 9' 11' 2' 11' 7' #3 4td. #3 Stan ar o Standard 4' 6" 6' 5' 14' 0' 14' 0' 14' 0' 14' 0' 6' 10' 8' 7' 9' 2' 11' 2' 11' 7' 13' 5' 14' 0' 14' 0' 14' 0" Dou.las F"Ir-Larch Southern Pine*** #1 4' 11' 8' 2' 8' 5' 9' 7' 10' 0' 11' 5" 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' a #2 4' 9' 8' 0' to #3 8' 4' 9' 6' 9' 10' 11' 3' 11' 9" 14' 0' 14' 0' Stud Stud #3 4' 7' 6' 9' 7' 2' 9' 0' 9' 7' 14' 0' 14' 0' D11' 3' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard d Stud 4' 7' 6' 9' 7' 2° 9' 0' 9' 7' 11' 3' 11' 8" 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 6° 6' 0' 6' 4' 7' 11' 8' 6" U 1 10' 9' 11' 6' 12' 6' 13' 4° 14' 0' 14' 0" Group B: #1 / #2 5' 5' 9' 2' 9' 6" 10' 10" 11' 3' 12' 11° 13' 5" 14' 0' 14' 0" 14' 0' 14' 0' 1 - ) - S P F #3 5' 2' 9' 1' 9' 6° 10' 9' 11' 2' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' ,_rlrl a Bt• L U HF Stud 5' 2" 9' 1' 9' 5° 10' 9' 11' 2° 12' 9" 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' #1 00 O Standard 5'1 8'2 9'7 10' 8' 4' 10' 6" 11' 2° 12' 9' 13' 4' 14' 0° 14' 0' 14' 0' 14' 0' a� P9' 8' 11' 0' 11' 5' 13' 1" 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dau aas Kir- arch Southern Pine*** I #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' #t_ #1 #3 5' 3' 8' 3' 8' 10' 10' 9' 11' 2" 12' 10' 13' 5" 14' 0' 14' 0' 14' 0' 14' 0' �' DFL . Stud 5' 3' 8' 3' 8' 10' 10' 9' 11' 2' 12' 10' 13' 5' 14' 0' 14' 0` 14' 0' 14' 0' ix4 Braces shall be SRO (Stress-Rated Board). 0 Standard 5' 2' 7' 4' 7' 9' 9' 9' 10' S° 12' 9' 13' 4' wwwInd 1x4 Sb. Pine use Rtto0ly Industrial 55 or SPF #1 / #2 5' 11' 10' 1' 10' 6` 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B d S P( #311' 11' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 5' 8' 10' 0' 10' 4' 11' 10' 12' 3' 14' 0' 14' 0' Gable may be used with these grades. 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' H Stud 5' 8' 10' 0' 10' 4' 11' 10' 12' 3' 14' 0' 14' Gable Tec ii Detail Notes HF Standard 5' 8° 9' 1' 9' 8' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240, 11' 10' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' CS #1 6' 3° 10' 3' 10' 8' 12' 1" 12' 7' 14' 0' 14' D" 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 60 plf over SP #2 5' 11' 10' 1' 10' 6" 11' 11' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous endndoSu ports load pff TC Dead' Load). (lf #3 5' 10' 9' 7' 10' 2" 11' 10° 12' 4' 14' 0' 14' 0' Gable " overhang, from l o overhang. r.l DFL Stud 5' 10' 9' 7' 10' 2' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' with 2' 0° overhang, or 12' plywood overhang. 14' 0' 14' 0' 14' 0' _______ Standard 5' 8' 8' 5' 9' 0' 11' 3° 12' 0' 14' 0' 14' 0" 14' 0' —14' 0' _.—_ —-- -- — -- Synro �^ — -- --14` 0' 14' 0' i7 About Attach 'L' braces with IOd (0.128"x3.0' min) nails. ii Gable Truss i 1 CO 31E For <1> "L" brach space nails at 2' o,c. Diagonal brace option: I400.00011in 18' end Zones and 4' o.c. between zones, vertical length may be )IE 31EFor C2> •L' broces1 space nails at 3' o.c.doubled when diagonale T In 18` end zones and 6' o.c. between zones. brace Is used. Connect 18' •L' bracing must be a minimum of 80% of web diagonal brace for 355# © member length. at each end. Max web °L" total length Is 14'. Brace �`. Gable Vertical Plate Sizes �E BE Vertical Length No Splice 2x4 Stud, #3 or co better diagonal -I— Less than 4' 0' 1X4 or 2113 Vertical length shown brace; single � Greater than 4' D', but 2X4 in table above, or double cut 18' #E # less than il' 6" �� 45• + aloll s Greater than 11' 6' 3X '" Sas shown) nt .L_ 1 upper end. + Refer to common truss design for f1 , �. I peak, splice, and heel plates. Connect diagonal at / / / / continuous Bearing/g P'.0_ / midpoint of vertical web. Refer to the Sullding Designer for conditlOns Refer to chart above for In. •( i. gg . "th not addressed by this detail. wwWARNINFdww READ AND FOLLOW ALL NOTES ON THIS DRAWING �� �0 1'�+n r*IMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses r¢ga,re¢xtrvmoe care in Fabricating,hantlling,shipping,Installing antl bracing. ReFer to and �� 83294PE iREF ASCE7-10-GA13I1S30 follow the Intvst edition f SCSI lBWltling Component Safety Informotlon,by TPI nod SBCA)for fety / 1 1 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. 0„„„..--- , ,...,, „ • DATE lO�Ql�y/} Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord f r�ft�l1rtl shall have a properly attached rigid telling. Locations shown Cor permanent lateral restraint of webs DR\,,/G f4iI5�0ENCIQ1014 ,/ (�II �) U\\illi ofatruss bracing Installed per BCSI sectns 83, B7 or BIO,as applicable. apply plates to each face L �( I i Refer to position as forwn above standard the Joint Details,unless noted otherwise. 11/1 1/2016 plate- positions. AN RW COMPANY Alpine,nvision of RTW Building Components Group Inc.shall not be responsible for any deviationfrom 1�OREGON this drawing,anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation 6this bacing of trusses. MAX, TOT, LD. 60 PSF A sent on esp drawing or cover page this drawing,Indicates acceptance of professional �w ��r 14,2�� �' engineering responsibility solely for the design shown, The suitability and use of this drawing 13389 Lakefront Drive for any structure Is the responsibility of'the Building Designer per ANSI/TPI 1 Sec,2, see!f t+Tan ' Earth City,MO 63045 For more Information see this job's general notes page and these web sites 1 ALPINE: www.alpineltw.comi TPI:www.tpinst.org;SBCA,www.sbcindustryorg, ICG wwwiccsafe.org MAX. SPACING 24.0° Monaural fif30/9n1IR • , LR Reis Forcing ve � ber Subs Li Lu lion T-Reinforcernent This detail is to be used when a Continuous Lateral Restraint (CLR) Or is specified on a truss design but an alternative web T-Reinf, reinforcement method is desired. L-Reinforcement or L-Reinf, ,. �` 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: a minimum 80% of web , member length. , This detail is only applicable for changing the specified CLR ,, shown on single ply seated designs to T-reinforcement or , L-reinforecement or scab reinforcement, , Alternative reinforcement specified in chart below may be conservative, �j<: < For minimum alternative reinforcement, re-run design with appropriate \/ reinforcement type. X A T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. Scab Reinforcement: 2x3 or 2x4 1 row 2x4 1-2x4 of 2x3 or 2x4 2 rows 2x6 2-2x4 Nopmorelyc ah(an (1) scabs) to wiefpeacr faceeb. 2x6 2 row 2x4 1-2x6 Attach with IOd (O.128`x3.0',min) nails 2x6 I2 rows 2x6 2-2x4(*) at 6' o,c. Reinforcing member is a minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(3IE) 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 seated design. Com.) Center scab on wide face of web. Apply (I) scab to each I face of web. 111 `y�l' P� oF�s�i ■wWURNISHta READ AND FOLLOW AU.NOTES ON I THIS DING iI � erI1W@tTANT+ww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L P S F REF CLR S u b s t, Trusses require extreme care in fabricating,handling, shipping,installing and bracing, Refer to and ` follow the latest edition of BCSI Building Component Safety Information,by TPI and SBCA) For safety „ Mil" C DL PSF DATE 10/01/14 practices prior to performing these functions, Installers shall provide temporary bracing per BCSI. N Unless noted otherwise, top chord shall have T. shall have a properly attached rigid cell properly attached structural lateralateraing and bottom chord DL PSF DRWG BRCLBSUB1014 i ��� (� shall have bracingInstalledLocations shown for permanent restraint of webs II/II/"016 C ��U r, 'I\\�I of truss and per SCSI sections the13Joint or Details,9e.as applicable.s LLLLIIII tJ vApply plates 'to each face position as fororwn above and on onunless noted otherwise. OREGON BC LL PSF Refer to drawings 760A-Z standard plate positions. AN iTW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from nstallatio rawing,&branacinguof trusse4 buildre to the truss in conformance with ANSI/TPI i,or for handling,shipping, LYiA.Zo TOT, LD. PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional °se f1 tat ` Bn sir rcapon IRtsoly for the design shown, The suitability and use of this drawing !I 1 13389 Lakefront Drive any responsibility of the Building Designer per ANSI/TPI 1 Seca, DUR, FAC, Earth City,MO 63045 For more Information see this ,job's general notes page and these web sites. Renewal 8/3W2018 ALPINE,www.alpineltw.coml TPI www.tpinst.org7 SECA,www.sbcindustry.orgl ISO www.iccsafe.org SPACING (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - SJ6) THIS DWG PREPA2ED FROM COMPUTER INPUT (LOADS& OIRERsloxs) SUBMITTED BY 7euss MFR. -Top chord 2x4 HF #2 110 mph wind, 21.07 ft mean Igt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Bottom chord checked for 10.00 wind BC DL=6.0 psf, psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. 043-2-6 0-4-3 62U=90 SI 4 0-7-8 �- 18-0-0 R=126 U=44 3)(5(B2)(R) UI L-1-11-4 J< 5-6-2 >I F7-3-14 Over 3 Supports R=185 W=5.5" RL=126/-29 Design Crit: 1 RC2012/TPI-2007(STD) �,gEORN)Flrs+ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..0 0 ® Fs'i tp . OR/-/1/-/-/R/- Scale =.5"/Ft, russComponents ofOregon (503)357-2118 READ o aro ALL�wolrs as leis zau,xc, TC LL 25.0 PSF 825 N 4th Ave,Comehus OR 97113 •`1 T T•• FURNISH THIS BRINING TO ALL CONTRACTORS INCLUDING OE INSTALLERS. �� 83294PE '� REF R7175- 80021 T ragul care In rahrl g handling, shipping, installing and brern0. Refer and follow the latest performing editionf BCS'roui,ding Component l pets Information, by TPS and out BC61 roc safety practices prior ,r' DL 7.0 PSF DATE 11/11/16 top roe shalllr vl Install -II provide ho par all Unless ed r an, — p s y attached al sheathing and bottom b than]shall have a Properly ',etl ri®tl ceiling. Locations h.wn for permanent lateral restraint of webs shall have bracing installed per Besl :C DL 10,0 PSF DRW CAUSR7175 16316070 T. sections B3, 87 810. applicable. Apply plates to each Y Y truss end position as shown above a.on 11/11/2016 A L�J 7,:),::-..::::::::71.-8:7°.7z----::,e0::':.:: w J.int Oat: nlesssnotad otharwiae. Reran to tlrwinga 160:Z p..ata vlartl plats poentiuna, Alpi e, a dieiai.n aCelr Builth g 6.ananante.Group Incaheil not na raaponaible far an aeeiati.n frau this OREGON BC 1_L 0.0 PSF CA-ENG RTT/RTT drawing, any failure build the truss n conformance with ANSI/TPI 1, o or handling. shipping, AN 1TWOWPANY loscanation s bracing or trusses, r ' . A we.l an 871.dr.wnp e,sora.'p.pe listing this firming, indicates aee.ptse.or professional engineering ��/ �1r 14r zoo' TOT LD. 42.0 PSF SEQN- 225752 responsibility acidly for the*mien shown. TA..ultability erne w of this erring for wren structure is the FROM I KE 8351 Rova Crcle rwpas1w11Rf or 81.Building Designer per ANSI/TPI ,s...2. eV ei TAn'.� DUR FAC. 1.15 Sacramenlo,CA95328 war ms Information is,ob's go,nral s page an.t tiles.dabs Ge ALPINE:.aw.alpi�toeiiti eommcTPI.ww tpinat.org;RICA:,notes ICC: .i...ore..rg Renewal 6/30/2018SPACING 24.0" JREF- 1VVO7175Z01 (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - SJ5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF 42 110 mph wind, 20.23 ft mean t, ASCE 7- I bd , not within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL�•4.2tpsf, Bottom chord checked for 10.00 psf non-concurrent bottom chord live load wind BC DL=6.0 psf. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Wind loads and reactions based on MFRS with additional C&C member for dead load is 1.50. design. 4 8 I .21-6-9 0-4-3 R=147 U=59 .,7_, 331 3X5(82)(R) pl 4 0-7-8 18-0-0 R=55 U=11 (� .----1-11-4--1. 3-0-2 1 fes'---4-9-14 Over 3 Supports R=159 W=5.5" RL=BO PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) ��03 PROF& ..fuss Com encs of Oregon (503)357- 118 FT/RT=2%(0%)/4(0) 16.01.....1 r t s B 1 • IMGI••Iet:Ao alio FOLLOW ALL ROILS UN IHIs SAWING! 'i OR/-/1/-/-/R/- Scale - 825 N Ave,Corneille O 97 13 ^INPORTNIMI. FURNISH THIS DRAWING TO ALL G T require installing DING TIE INSTALLERS. ' the latest edi anw run 1m ^, Safety Information,, ahl i' T B0S1 B -i se Rs far. 8328'4PE Ni TC f._L 25.0 PSF °P ^� he ( °,�eo^ n serety a "" by,p�'e �T�Air;or r.t a follow REF R7175— ®tl shall 1 I 11 Psnw,dnPra°t°e•prier DL 7.0 PSF80020 P°Pe'IY achetl ma y b- .�Mi Pee tll:Sl. 0r'anss ed utlwrai se, 1• rigid ceiling. Locations sham r permanent lateral restraint nt bottom choral hall „ave properly A��� sections 83, 87 cr.810, as applicable. AMnoeetchf na or feta shill have tions as installedabove aw,etl �f DATE 11111/16 the Joint Details, unless notatl VPiY plates to each face of truss and position as per BCSn ••C DL 10.0 PSF atherwi aa, peter to tlrawi nga 1boA-z rnr a anderd Flava p°s�t'lonse�vB '"° 11/11/2016DRW CAUSR7175 16316069 Alpine, a tlivialon or Ild Bwlltling Comp°nantn Group Inc, shall rqt be respansible far airy tlevlatinn,..,this /� drawing, any failure to build the truss n conformance with OREGON BC LL AN iTWCOMg4NY 1natelleuon L far eel ng of trusses. th ANSI,TPI ,, or for„a„,,,,,�, shipping, 0.0 PSF CA—ENG RTT/RTT ”"on this drawing cover PApe I l.ting this brewing, Indicates.epept ae.of pre,+..,eh.l engineering 0 TOT,LD. 42.0 PSF SEQN— 225750 �rowpwesibl/icy solely Per the design shown. The suitability and use or this chewing rbc any structure i»the 4 �tY 14.204 r' 8351 Raana(;IrC� y or tho Building ng Beeigner per ANSI/VI 1 sow.c��sszs S.P.=. s8 a 11 Tar' DUR,FAC. 1.15 °r mare FROM IKE ALPINE, nww.al Piisltwr.earn tTPl arc this job's geocrel notes peg°en.a those webs _ www tplrisc.nrg;VILA,fwv.abalntluscry.nnm; ICC:rWww.innsafe.org Renewal 6/30/2018 SPACING 24.0x' JREF— 1VV07175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIVERSIONS) SUBMITTED BY TIUSS MFR. (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - SJ4) Top chord 2x4 HF #2 110 mph wind, 19.40 ft mean hat, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP C, 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. V 19-10-9 0-4-3 p 8 I RS74 U=30 4 2-2-1 k 0-7-8 PIII . 3X5(82)(R) IIIV R=3918-0-0 --1-11-4 >19-6 Fc 2-3-14 Over 3 Supports R=96 W=5.5" RL=37 PROp. �gO Design Crit: IRC2012/TPI-2007(STD) 4 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0A • l G S?I F� `r/p OR/—/1/—/—/R/— Scale =,75'°/Ft. '.truss Components of Oregon (503)357-2118 ""WARNING1"Ruin AND rows ALL )tenn tints ON nits i 825 N 4th Ave,Cornelius OR 97113 ..IMPORTANT... FURNISH THIS CRAVING m ALL CONTRACTORS INCLUDING TIE INSTALLERS. 83294PE y TC LL 25.0 PSF REF R7175— 80019 T require Barr re In rehri g. handling, shipping, Installng and hra . Refer and rollor DL 7.0 PSF the latest edit. f BC$I !Building C Safety Information, by TPI and WTCA) for safety pro prior �'' DATE 11/11/16 'y p f ha l f ly ttacinohell - .11 provide ng an Ory bratom Cho d s all h e a pr normal t __. tap hard shall properly attached t al sheathing and bottom chord shall have a pinstall t a :C DL 10.0 PSF DRW CAUSR7175 16316082 , 4116 rigid calling, Locations shown for permanent lateral restraint of rebs shall have bracing installed per BC$1 11/11/2016 f e sect 83, p7 870 pl lcabl e. Apply plates to each rata of truss and position as shoe,Above aid on l lel l/2O 16 tha j , t Oetalg :lees n tad ntnerwlse, Rarer to drewinga 7BpA_Z Tnr standard Plate Pos�tln„a. BC LL 0.0 PSF CA—ENG RTT/RTT * alpha. a dlPialon nr ITR Builtling C«Pn Ante crndp In . mall »t De raaramlbfe nr any daviatlon rr«,Mitis OREGON drawing, any ailure to build the trues n conformance with ANSI/TPI t, or Por nandllltg, shipping, AN ITWCOMPANY inatalIat,on a bracing or trusses. d• • TOT LD. 42.0 PSF SEQN— 225748 . Arent on this drawing or cover peg.I[Ming title erring, IMIoetos eeceptn.e of profwet l .I• ineeri G tY J4,2� responsibilityy eulogy for the deelan Melon. The eultablIlty and use of this drawing tar any*Creature Its ur S e -- —' '— 8351 BovanaCrcle responsibility or the Building nrlgn.r per ANSI/1p1 1 Sec,2. °ell Tan DUR,FAC. 1.15 FROM I KE SammentaXA 95828 Tor more Information thio Jobrs gc,oraI notes pogo ens those woeALPINE:Aura.alpineib.comcTPI: PM.tpinst.org;ITCA:ww.sb intlustry.com; ICCs WAY.lecsafe.org Renewal /3012018 SPACING 24.0" JREF— 1VV07175Z01 (1116066--FOUR D CONSTRUCTION CO. --LOT 25 MEDALLION MEADOWS -- TIGARD, OR - SJ3) tel` DWG PREPRlED FROM COMPUTER INPUT (LOADS& DIBENSIONS) SUBMITTED BY T2USS MFR. -Top chord 2x4 HF 2 110 mph wind, 20.65 ft mean hgt, ASCE "7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 4.50 ft from roof edge, RISK CA`f II, EXP C, wind TC DL=4.2 psf, Bottom chord checked for 10.00 psf non-concurrent bottom chord live load wind BC DL=6.0 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. 0-4-3 4..23-2...9 B R=212 U=88 0-7-8 R-112 U=40 3X5(B2)(R) III L1-3-o>L__1-11-4 >Ic 5-6-2 >� f7-3-14 Over 3 Supports >{ R=293 W=5.5" RL=148/-53 Design Crit: 1RC2012/TPI-2007(STD) wROF� PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 , ►h ` '. OR/-/1/-/-/R/- Scale =.4375"/Ft. "::cuss Com nems oFOregon (503 357-2118 ssen lar�wretARNIM61 Rau AMI roues w<t IAllrs ox uns NW11�� 4 , 825 N 4tl�i Ave,Comelms 0129713 I 3H TMI$aawu+c m 1 cnnx�cioRs nc;_Imlxs TeE I TA LEns 83294PE �TC I 25.0 PSF REF 87175- 80018 _ 7rnr.qui - earn In rnnr - n. hwMlir,p sni pp;np imrnll irvl ares bra--se Rayer rat r,inW Lne latnat ai r BC51 (BPi,ning c.,, sarety i ,,,-.., ,,, by TPI arx,WTcA, r,- DL fety Pr .! DATE -p ny h Vn. tt'ecLCIl prov,U. t 'ty brn ny par HCSI. Antcus ra,c,J hep 7.0 PSF 11/11./16 top M tl shall 1 p pely a hetl al sheath ug amtl bottom cnor'1 shall have a properly to 'wtl /� ,.7A sev tl B3!�BT I 810 9Pewn for permanent,aterel resHcal�t of webs aha" have bracing inscall,M p BCS^ � atr DL 10,0 PSF DRW CAUSR7175 16316068 .4 f L._,.,��^ 'I� the J 1 pets 1 I ss ppl�roble. Apply plates toe h Yero oY Lr;ns.,tl position snow, bove a b n 11!11 201b ..1�.J ' 1`VI notaU oYl,arwi an. Rarer to tlrawi n9s 16M-d Por ataaderU plate posl tone. Alp r a n;visi�n nr.T!Bui,tling�aaw,nent�Crnpp Imp.,Halt mot bn rasPo wlb,e rpr spy tle�ietinn rro,this OREGON BC I_L 0.0 PSF CA-ENG RTT/RTT Urawi ng, afly?A O to b allarui lU the trues n conrormance with Mss/TPI 1,or Por nnnU,ing, sol poi ng, nN IrwcoMw,riv wac;ng ar v__..,. _ 70T,LD. 42.0 PSF SE A sssl IM this arCClnp Cr ast�sr PsP I Iwtlre LAIC drC lre, lMlwts a n n �(js ICY�4,2a�' t� QN- 225746 — rwwpw,wlb111Cy wclwly Tbr er.Eaipn whoCp. T. Itabl l Ity ertl rr u/thwflom y�s��pror erBl wvbetur l.x ties '�...�� �` gQ h DUR,FAC. 1.15 FROM 1 KE 8351 Rovare CIrcle b er•yr Oul rel„p DYIt711er psr Arsl iTpl r sa.z. Saermlcento,CA 95828 rar more nrora,at;ALPIan ie;Cb•a gc,aral no a rosM aa.�irn�a wnb a --.. NE; l vmw,aPlireitw.cwn; TPI saes xpir .org; A'iCA:awv,sbcintlusnry.com, IVC:rew.iccaoYs.sr9 Renewal 6/3012018 SPACING 24.0" JRE F- 1 VV07 1 75Z01 — -(1116066--FOUR D ,CONSTRUCTION CO, -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - SJ2) TNIS DWG PREPARED FROM COMPUTER INPUT(LOADS& DINERS IONS) SUBMITTED BY T2U55 MFR. Top chord 2x4 HF #2 110 mph wind, 19.82 ft mean hat, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 4.50 ft from roof edge, RISK CAT II, EXP C, 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. A� 1-6-9 0-4-3 T.. R--'FIFO U=56 —1-- 8 ( 3-10-1 -I_ 0-7-8 IS II OELTE41 .. 3X5(82)(R) Ill L-1-3-0>I< 1-11-4 >I< 3-0-2------, 1c 4-9-14 Over 3 Supports--> R=267 U=13 W=5.5" RL=102/-43 �Ep PROFF Design Crit: 1RC2012/TPI-2007(STD) S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ,.A i `s ,‘,41.,C35N 4 OR/-/1/-/-/R/- Scale =.5"/Ft. :mss ComponentsAve,of Cornelius ((503)357-1118 y• FURNISH Hale Aro Axion ALL Nines ON S IN AWING' " �TC LL 25.0 PSF 825 N 41h e,Cornelius 01297113 •'DANT'• FlzlNlsN THIS DRAWING to Au coN,rACTogs INCLUDING ME INSTALLERS. REF R7175- 80017 r .quire Fed, .cern In rand.. g. fiend)lrrg, ,Binning. Instal l inn and bran,nn. Rarer to and fol IoW • the t of BCSI(Ilnllding Component.Safety Information, by TPI and WTCA) for safety practices prior r / DL 7.0 PSF DATE 11/11/16 W performing Uwse lenellens. Installers shall provide temporary brae,.par!SCSI, gnleae noted otherwlee, top chord shall rave properly attached stn oat sheathing and bottom,chore shall have a properly attaC led ,. rigid ceiling. Iecatlerrs shown far permanent lateral restraint of webs shall have bracing Installed per BCSI :C DL 10.0 PSF DRW CAUSR7175 16316067 .4 T_�Q eamtlana 83, 67 Blow as applicable. Apply plates to each race or true and position as shown above and on 11/11/2016 J�J the Joint Batall=_, ':lass notetl 7tn: 7n Rarer to tlrawinge 1160A-Z(or atander'Plata P os it " ' " "Al Pi naw a dsion ar ITr B';Idlrg hampnnen::Group Irnc,shall t be reapornlbla r°r ar,.da„ia<Ia:rrnt,thl, OREGON BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss n conformance etch ANSI/TPI 1, w for i"Z ny, alripping, AN ITW COMPANY Installations bracing of trusses.R• omig.n[Iris drawing or dower peg.listing tnl•droning, indicates ecoept.no.or profession.,.nglnawr,� 'A` �ZY 16,20 0 TOT LD. 42.0 PSF SEAN- 225744 re.pon.Isi,lty.ci.Iy ear tero eawlgn at..,,. The suitability.m w or this drawing for oro.truetle.Is ter d' '�°.T'd "N FROM 1 KE 8351 Romara(Srcle r..per.Isillty of w building o..Igrr.r per ANsliml I s d.z. @@ h - DUR,FAC. 1.15 • Sacramento,CA 95328 for Borg information sce x.m.job's general no pogo ay SALPINE, vw.alpleiter.com; TPI:wvw.tpinst.org;WrCA,euw.ati 'end ICCwwr.,ocsare,org ReoewaW 6/30/2018 SPACING 24.0" JREF- 11/1107175Z01 THIS DWG PREP/RED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1116066--FOUR D CONSTRUCTION CO. .-LOT 25 MEDALLION MEADOWS -- TIGARD, OR - SJ1) -Top chord 2x4 HF #2 110 mph wind, 18.98 ft mean hgt, ASCE 7-10, CLOSED bldg. Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live load 01=6.0 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design, for dead load is 1.50. 1 19-10-90-44 56 U=25—r- 8I 2-2-1 a 0-7_8 riiii C7 3X.5(82)(R) IUA 18-0-0 ►�.� R=36 ►�1 --1-3-0 ›1‹ 1-11-4------a.12:6-J 2-3-14 Over 3 Supports R=211 U=19 W=5.5" RL=59/-33 EJ PROF Design Crit: 1RC2012/TPI-2007(STD) ' FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ,,'4 • f�GIN `r/O OR,�_ ':nlssComponentsotOregon ((503))357-1118 awVARNINGIwa CLAD Alm roam ALL Molts ON MIS TRADING! Co /1/-/-/R/- Scale =.75"/Ft. 825N4t71Ave,Cornelius OR97113 atlN�iTANr•a FURNISH THIS DRONING TO ALL COVIDACiORS INCLUDING THE INSTALLERS. it 83294PE TC LL 25.0 PSF REF R7175- 80016 7 regui extreme care in fahrl - g, handling, hipping, Installing and craning. Refer And 11Ins r the t e<lifBCSI (Building Component:Safety If tion, by TPI and R10A) for safety pr prior /' DL 7.0 PSF DATE 11/11/16 Lu P 'i -wsha 1- L truly attachInstaled II e J ng an abo brag nhg pe,SCSIs Unless rwwd I sa — topchord shall F properly attaches al sheathing and bottom chard shall have a properly attac'wetl ys, sections rigid Iona. Locations shown for permanent lateral restraint of web shall haven ging installed per BCSI :C DL 10.0 PSF DRW CAUSR7175 16316D81 83, 87 cr 810, asapplicable. Apply plates to each f n eand position as showabove a•M on 11/11/2016 A L�ti N the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate posltioos. — ..JJ,-/ Alpine a division of 1118 Building ComponentsCroupInc.shall net be responsible for any de,natinn frer,this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT * drawing,any failure to build the r with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY ;natal lotions&bracing of tressos. n conformance __ *seal on tri•dosing or ewer pego lifting rale drawing, indicater ee.eptarcs of pr.ne..Ionel onGine.ri w �` `Ztr/4=Z0� m TOT LD. 42.0 PSF SEQN- 225742 8351 Ra'ana(Artie rrosesponsibility orltheael�g design shown.�I/Wtnel suitability end this drawing for.�,v.t..Iwthe *setiTar'-t DUR,FAC. 1.15 — FROM 1KE Sacramento,CA 95828 for more information srn 's fob's gb,oral notes page a thoso rob ALPINE:wes.alpineitw.eom; TPI:saw this ATDA:www.abd-ndus�ry.c , Ise';,W..'i«safe.nrg Renewal813012o18 SPACING ;24.0ii JREF- 1VV07175Z01 (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - EJ4) THIS DWG PREMED FROM COMPUTER INPUT (LOADS & DIRENSIONS) SUBMITTED BY T2U55 MFR. Top chord 2x4 HF #2 110 mph wind, 20.82 ft mean hgt, ASCE 7-10, CLOSED bldg. Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live load DL=6.0 psf, applied per IRC-12 section 301.5. Wind loads and reactions based on MFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. 'i _.A 23-6-11 R=197 U=921"" 10 5-10-3 0-7-8 P.i _ • —�j —�d11 18-0-0 r 3X5(82)(R) i 1.2-O-21c � 6-3-4 c 1-8-O-eJ i< 7-11-4 Over 3 Supports R=376 W=5.5" RL=157/-64 R=150 Design Crit: I RC2012/TPI-2007(STD) "�e� ROFFS PLT TYP. Wave �( FT/RT=2%(0%)/4(0) 16.O1 , ., fir,+ c64NE_ s�0 OR/-/1/-/-/ R/- Scale =.4375"/Ft. �:Tugs Components ofCornelius (971137-?118 •'. FURNI MGISH I••RIS AND NG TO ALL !BITE,ON S I N UDI'MUSING! 825N 4dl Ave,Comellus 0 97 13 ••I TrNrr•• cuRNlsx Txls GRAVING TO ALL cagreACTggs INCLUDING TFE INSTALLERS. TC LL 25.0 PSF REF R7175- 80015 Trussesrequire extras.,. `Be In TaM1 n. handling, /'theshipping, installing and bra-' Rwfer n a (callow • latest edition BSIuilding ComponentS.YInformation, by I and BTCA) far safety pr PL 7.0 PSF DATE 11/11/16'�V rwlrg !sss functions. tall II Puviao temporary bracing rg ar UISI. Unless note) 1 -tochordshall wave properly attached Md tI gheathing and bottom chord shall have a properly to lee rA r.�a ceiling. Locations sin for permanent patersl restraint or re assn novo bracing installed per scsl :('. DL 10.0 PSF DRW CAUSR1175 16316066 ,4��� s ons 83. 87 cr 810, ea applicable. APPIy Plates to each race or truss and position as shorn above a d on 11/11/2016 the Joint Details unless noted otherwise. Refer to arawings 160A-Z Por standard plate positions. Alpine,a division of ITw Building Components Group Inc.shall not be responsible for any deviation.roil this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss n conformance with ANSI/TPI 1, or for handling, shipping, AN ITN COMPANY installation b bracing or trusses, -- _ . Areal on thio drawing or cover pogo listing till.Arming, Indicates.w.ptance of profre.len.I engineering �G `ZlY'4,20� TOT LD. 42.0 PSF SEQN- 225765 responsibility.fitly for th,design shown. Tlta suitability am w of this drawing for aro structure i..tea e8ell'Tan - DUR FAC. 1.15 FROM IKE 8351 Roma Gide responsibility of the Building Designer par ANSI/TPI 1 see.°. Saanwdo,CA95828 ror mart Informations[ Is Jos general no a page and tilos°rob s ---- _ - ALPINE: rwwr,alPineltr,com: TPI:rwa ibpinat.org; BTCA:walo.sbfirwus..ry,com: Ix;ww.,ecsafe,org Renewal 6/30/2018 SPACING 24.0" JREF- 1VV07175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIEENSIONS) SUBMITTED BY TRUSS MFR. (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - EJ3) Top chord 2x4 HF 42 . 110 mph wind, 20.15 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF 42 within 4.50 ft from roof edge, RISK CAT II, EXP C, 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. 2-2-11 R=154 U=66 10 4-6-3 0-7-8 :_ 0-3-8 —V- ►_.�. 18-0-0 _ _ 3X5(82)(R) 11 LJ-0-0 1 z -c 4-8-1 >1.c 3-3-3 -J Inc 7-11-4 Over 3 Supports >1 R=320 W=5.5" R=145 RL=120/-54 EO PROF Design Crit: 1RC2012/TPI-2007(STD) 4'R ass PLT TYP. Wave FT/RT=296(096)/4(0) 16.01 ,.r $ ..G4NF4 '0 OR/-/1/-/-/R/- Scale =.5"/Ft. '.:runs ComJnents of Oregon (503)357-1118 ae1111RNINGI ee in-AD AND HNlOII ALL NOUS ON!HIS IRAWINnlke REF R7175— 80014 825 N 4th Ave,Cornelius OR 97113 •NEPORTANraa FURNISH THIS DRAWING To ALL QRS INCLUDING THE INSTALLERS. A 83294PE . TC LL 25.0 PSF T eq'n rare In fahrl.. shipping. installing and bra..'nn Refer end reline the latest dit f BCSI (Building Component.handling, by TPI and VITCA) f safety pr i prior /� )L 7.0 PSF DATE 11/11,/16 w per-Whaling t L ti arm. Install -shell psuvlaa tnmpu,ary bracing Nva -BCSI. Unless noted hn e, toy hod hall Y properly attachetl ,a a 1 sheathing and bottom chore hall have properly to 'ma rig a ,ling, ( shown far permanent lateral restraint or webs shall have bracing installed SCSI %C DL 10,0 PSF DRW CAUSR7175 16316065 ��O`� sect B3 87 Bin s applicable APp1y Plates to each face of truss and position as shorn above a d on 11/11/2016 Jthe�olnt Bat:,l�. nnlaIT nataa a,g Caaea. Rarer to dr ams.15OA_Z 'ten'''d Plata Paa,t,an9. OREGON BC LL 0.0 PSF CA—ENG RTT/RTT Alpine.a ai vial Pn or,TN Bu na,ng component croup Ira:,shell not to resporm,ble ror er,y aev,am on rr«,this drawing, any failure to build the truss n cnrirormance with ANSI/TPI 1, or'ror handling, sh,pping, AN ITWCOMA4Nv installation A bracing or Bayertrusae. "dALy 84rsod'" 0 TOT LD. 42.0 PSF SEQN- 225762 A seal on this drawing or cover pogo listing this drawing, Indicates soueptslloo of prafaeslonol engineering G 8351 Rovana Circle reopeesimlity of e far the mollolen show,pow NSIThe suitability.w r.e of this drawing far.ro..v,,.t„r.I.tea �seII Tan -� DUR,FAC. 1.15 FROM i KE raipars lr.i llty.r'the BuildingOwigrrr par ANSI/Tel I Sc.2. Sacramento,CA 95828 For more information sco tnis Job's gc,aral tea Pogo'and these web, wSPACING 24.0" /REF- 1VVO7175Z01 ALPINE:vwv.alp,neitw.cam: TPI: ww,.tpi t.org.NTC.:awe.sbcindustry.com; i"C: w .iccsofe,org Renewal 8/3012018 _(1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - EJ2) THIS. DWG PREPARED FROM COMPUTER INPUT (LOADS D10.ENSIpNs) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 110 mph wind, 19.49 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Bottom chord checked for 10.00 psf non-concurrent bottom chord live load wind BC DL=6.0 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. for dead load is 1.50. 11 R=109 U=3820-1Q-11 10 3-2-3 —1-- / 0-7-8 : —. 0-3 8 4 / ► — J . 18-0-0 _ — e 30 / 3X5(82)(R) III -1-0-0 >I< 3-0-13-- aJuc 4-10-7 I k7-11-4 Over 3 Supports R=260 W=5.5" R=143 RL=84/-44 KgO PROF Design Crit: IRC2012/TPI-2007(STD) Q ar PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 $1 i C33N S'� F. O ORr'-/1/-/-/R/- Scale =.75'°/F't. ':'fuss Components ofOregon f503)357-2118 esrrARNINGI RIJN1,arm rums ALL ROILS ON IRIS 1NANIRGI 825 kdaAve,Cornelius OR97113 rRPORram• FURNISH THIS DRAWING CONTRACTORS 7p L Hr7pINCLUDING 71E INSTALLERS. =c �1TC LL 25.0 PSF REF R7175- 80013 Trusses sn - care in fel ". handling shippirm Installing and the I d i f BCSI (Building Compo Safety Infer by TPI "NTCA)P "safetypractices r to " hallow _ properly drawings L 7.0 PSF DATE 11/11/16 to erforming . 41116 16P ' Installers shalltemporary Greenly per l otherwise,Pchord shall p nset ch t -al provide and chord shall have properly r pe lyrigid ceiling. r -hofb permanent lateral restraint o'"os have bracing 64secinstalled per BCon 11/11/2016 +C DL 10.0 PSF DRW CAUSR7175 163160 tions B3, 1 bees Applyplatesto each far truss en post shownabove abA -,o�O 1E the i Detail., unless noted herwiae. Refer to 760A-Z PorsiandarN plate positions. AlP a division of ITN Buuding Components croup Inc. shall net be respanslble for any deviation fro,this OREGON BC LL 0.0 PSF CA-ENG RTT/RTTdrawing, any Failure to build the truss n conformance with ANSI/TPI 1, or for handling, shipping, AN 3TWCOMABMl installation x bracing of irosecs. A seal on this droving or cover age listing this drawing, indicates acceptance or prarwsionel engineering (/ (14.$'14,2044. TOT.LD. 42.0 PSF SEQN- 225760 responsibilityetlely for the design sen. The suitability end of this drawing Tor arc.structure Is the * 8351 Rota circle responsibility or the Building Designer shown. ANSI/TPI 1taBed.2. w **ell Tana DUR,FAC. 1.15 FROM I KE _.. Sacramento.Ca 95:123 For more -nrorm, - tate fob's galore) no page and those web altos: ALPIp1E:w.w.alpi�rai'iw.cwm`TF;she Brea:sew sbcindusiry.eem, I(i:: .icdsoro.eog_-. Renewal 6/30/2018 SPACING 24.0" JREF- 1VV07175Z01 -(1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - EJ1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& Dlh'ENSIONS) SUBMITTED BY 72USS MFR. Top chord 2x4 HF #2 110 mph wind, 18.82 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 DF-L #2 within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Special loads wind BC DL=6.0 psf. (Lumber Dur.Fac.=1.15 / Plato Dur.Fac.=1.15) Wind loads and reactions based on MWFRS. IC- From 68 plf at -1.00 to 68 plf at 1.47 BC- From 5 plf at -1.00 to 5 plf at 0.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 10 plf at 0.00 to 10 plf at 7.94 load a lied BC- 36.31 lb Conc. Load at 2.00 PP per IRC-12 section 301.5. BC- 43.89 lb Conc. Load at 4.00 Deflection meets L/360 live and L/240 total load. Creep increase BC- 112.00 lb Conc. Load at 6.00 factor for dead load is 1.50. R=104 U=18 11T . 19-6-11 _T_ 10 L__ 1-10-3 0-7-8 : ___• A / 3X5(B2)(R) III -1-0-0 >L 1-5-10 e.Ie 6-5-10 7-11-4 Over 3 Supports R=201 U.33 W=5.5" R=143 U=41 Design Crit: I RC2012/TPI-2007(STD) Fil�OROF�S _PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ,�e i C3$N Se r_ :runs Components of Oregon (503357-?118 ••MARNINGI• BJ1UAWhoLuwul ROILS nos mum! F. O UR.. /1/-/-/R/- Scale =.75''/It 825N4th nent COI/TOoforegso1297�13 IssffmnJ attached FURNISH ae A rladn ��xng, installing INCLUDING rlaaINSTLL�ERS. I d velli 83294PE A,�1C LL 25.0 PSF REF 87175- 80012 arw In rani I n noodling, hipw nn I I nn � �- ihe latest nsssa ny t BCSI (Building CY Y y gra L 7,0 PSF DATE 11/11/16 a p t „e. tac 11 hi a; tom ,h;pa,r aSll have a r • ,0111164 top chord shall I' properlyho M1pe I sheathing Y b chord shall bra properly attar aetl •N rigid ct. 11-rig. locations.,Ivan far e. APpnt lateral restraint shall have binning installed above per BCSI YC DL 10.0 PSF 63 87 -810 applicable. Apply pierce w each r and poll[i on as showy above a W o 11/11/2016 DRW CAUSR7175 16316063 A 1 Pf E the J 0 it less noted otherwise. Refer o drawings 160A-Z for standard plato positions. n '1'�f Alpine a division o.ITM Building Components Group Inc. shall not be responsible for any deviation iron this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss n conrorraance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal Nation a bracing or trusses. A aaeel an ESI.drawing or saver page listing this drawing, Indiana.aoceptanoe of professional engineer) �(� SLY g4,zoo' TOT LD. 42.0 PSF SEQN- 225767 raspoo ibllIty misty for the design shown. the suitability and use ar tbia drawing Ter aro structure Is theii asstttovalaCrcle responsibility or the Building s.elgl.rper AN3liml1Soa.2. sSet'Tan�- DUR FAC. 1.15 FROM IKE Sacramento,CAnsa2s as r this job's go/oral n s pages an,those as w. ALPINE�aww.elpnreitw,information "wwv,tpil t.org; IBCA:www.sbai,dustry,u , IJC s www.iccsafe.or9 Renewal 6!30/2018 SPACING 24.0" JREF- 1VVO7175201 (1116066--FOUR D CONSTRUCTION CO. --LOT 25 MEDALLION MEADOWS -- TIGARD, OR - CJ7) THIS DWG PREP/RED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 110 mph wind, 20.65 ft mean tgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud :W1 2x4 HF #2: wind BC DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member desi n. load applied per IRC-12 section 301.5. g Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III B 4-6-1 3X51 • Wt —. _009-0-0 ' _i_ 3X5(R) III 0-7-8 �, M 1-0-0 ► .: 4008-0-0 3X5= 3X5(B2)(R) Ill 1.5X4 in LE1—3-0 .1 2-5-8 T 4-10-6 4-10-6 3-1 I' 2-5-8 1 4-10-6 ' 7-3-14 Over 2 Supports —� R=415 U=10 W=5.5" R=310 U=74 RL=148/-53 Design Crit: I RC2012/TPM-2007(STD) �,RE�F'RpF�TS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..4 B� c�iN S/e OR/-/1/-/-/R/- Scale =.4375'"/Ft. 'msAComponen,of Comeegon (503)357-2118 `•vARNINNI'• HIS AND roam ALL Nuns TO I I83294PE TC l._L 25.0 PSF REF R7175- 80011 _ ITrEINWISH THIS PgNINC TO 1LLL fbNfNAC7ppg INCItA1INSTALLENS,6 '„r-1 d f BCs, (Building Compo :safey Iormtonby TPI .a YICA) for fty pracC sprorf41' I)L 7.0 PSF DATE 11/11/16 to performing tlpse 1,,mrtiarm. Inst.olleis shell provide temporory Wooing per BCS1. Unless rwtori i w top chord shall r properly atached structu al sheathing and bo chord shall n properly vele ' rigid Imre locations Chown for permanent lateral restraint r shall have bra,Ing installed p Bcsn :C DL 10.0 PSF DRW CAUSR7175 16316080 ,4 L, se_ 03, B7 Bio s note)Icoible. Applyeplates to each face o r a rd plate tion hove a o 11/11/2016 _— J Che Joint Dela 1 tl herw s Refer to drawl 1600-z for standard plat ons Aav na a dlwaa„n ar ITN Building Ca,I,,,n .Crap„Inn Shall n t ba raapans�ble rnr am da.r�at�an rra,this OREGON BC LL 0.0 PSF CA—ENG RTT/RTT * Tapp any (lure o build the truss n conformanre wren ANSI/TPI 1, or for nantll iig, shi going, AN 3TW C.OMR4NV aortal lotion s braninp or tr„ssos. Aww..I onll in di- lr°ry or r°.a�'. Shawn. .':��.drawing, Iny dicates �r �r p°ofR:�..I engineering N. �< `40'14,sod►+J.� TOT LD. 42.0 PSF SEQN— 225735 8351 xa Circle rwwponeibllity or the Building D.wlon.r per ANSI/TPI 1 Sat.Z. 1Y8 ell Tar DUR,FAC. 1.15 FROM I KE Sacramento,CA 95828 For more information whf,;job's ga,oral no s pow,.na those we - — ALPINE:u .alpineitw.comCI: w TPww.tpi t.org; WTCA:www.eberndustry,com. ICC:awww.loesare .,arg Renewal 6/30/2018 SPACING 24.0” JREF- 1VV07175Z01 (1116066--FOUR D CONSTRUCTION CO. .-LOT 25 MEDALLION MEADOWS -- TIGARD, OR - CJ6) NIS DWG PREPARED FROM COMPUTER INPUT (LOADS& Dt6'ENSIONS) SUBMITTED BY T2US5 MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 110 mph wind, 19.82 ft mean hgt, ASCE 7-10, CLOSED bldg. not located Webs 2x4 HF Std/Stud :W1 2x4 HF #2: within 4.50 ft from roof edge, RISK CATII, EXP C, wind TC DL=4.2 psf, wind BC 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 factor Right end vertical not exposed to wind pressure, for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [11] W3X3 S 1.75 1.5X4111 3X5 2-10-1 8 I ,Ii • 3-10-1 __L_ W1 „X3— -J X19-0-0 3X3[11] 0-7-8 NS : 1-0-0 ___L_ 18-0-0 1.5X4 III 3X5(82)(R) III 1.0_3-1)-a.1 ela 2-5-8 2-4-6 2-5-8 I 2-4-6 2-5-8 —I' 2_4_6 4-9-14 Over 2 Supports R=310 U=12 W=5.5" RL=102/-43 R=198 U=46 Design Crit: IRC2012/TPI-2007(STD) ��E�PROFS PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01 .44 �'i '.:russComponents ofOregon (503)357-'118 ••WARNINGi RLAuwDEULLaAuROILS U IHISJRAINue;1 t� • OR.. -/1/-/-/R/- Scale =.5"/Ft. 825 N 4th Ave,Comebus OR 97113 IN?ORTANT°° FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, �%�TC LL 25.0 PSFTrosses ire nefreme q. MMling, shi i Y REF R7175- 8+3010 ine 1 T t tl� P BCS n(Building r in fanrl op txl .111ng ann bra .rm• Rafwr re f Ilnwfor �..�\ t performingI (qui l ding Component.iS prct Ie Lenfpor by Tpl and.TCA, for safety practices p DL 7.0 PSF DATE rII provide 11/11.. 16 SOP nos shall i' properly In<hetll sheathing M bottwr`ctgryashall lnaverriass noted A properly actat»d ' IL a' solo r!ceiling. B?locations 810, as shown 'er permanent lateral restraint et rebs shall have bracing installed per 8CS1 •C DL 10.0 PS F -�4��1��0 � . sectlolne 3, B7 o 810, rappli able. APPly plates to each race of trussrand position as shown above on 11/11/2016DRW CAUSR7175 1E316o62 ngs 160A-Z for standard plate positions. /� drawiAl plr», a ai vi al an of ITA Bou ding Components Group Inc. shell rot be rasponaible for any deviation fro,this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT ng, any failure to build the truss n conformance With ANSI/TPI 1, or for handling, snipping, AN ITWCGMPKNY installation s brael,g of trusses. µa ,p. A$s 1 eb Ch1.drwl, or actor R•R•listing t1al•drawing, Irol••t••.ppptano.of pr.f•••l an•1•ngin••fi nR IP yLY 14,2GV ® TOT,LD. 42.0 PSF SEAN- 225733 &351 Aware()Me •.pbn.lbllit,selaly fort Designer ShownThe a1Gbi lib71•r•1 t.or this drawing for any.vuetur.I,s responsibility ng gner p.r ANS1/TPI H S.e,E. s$all Tan . DDR,FAC, 1.15 FROM I KE SBament°•CA 45828 for MI, in(Drilla ti an sec „fob's ge',erai no _ ttp l net.ora;ITTCA:enr.sbc l,adust,r Thom ALPINE: nmw.alPineicw.com; TPI: ten n web g Renawa18/3OJ2018 SPACING 24.0" JREF- 1VV07175Z01 -Y•a s, I^.0 swrn,ic<saP,sr THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DILENSIONS) SUBMITTED BY TRUSS MFR. (1116066--FOUR D CONSTRUCTION CO. --LOT 25 MEDALLION MEADOWS -- TIGARD, OR - CJ5) Top chord 2x4 HF *2 110 mph wind, 18.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF 42 anywhere in roof, RISK CAT II, EXP C, 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 factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1„5X4 Ill f:I 8 2-2-1 0-7-8 IPA — / 18-0-0 _/ i 777' / ��� 1..sx4 ul R=77 U=18 3X5(B2)(R) Ill Lw--1-3-0--3.1 _2-2-2 -.:12 2-3-14 Over 2 Supports R=214 U=18 W==5.5" RL=59/•33 Design Crit: IRC2012/TPI-2007(STD) 0so PROF S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ,'A. r iffi?V s�� OR/-/1/-/-/R/- Scale =,75'"/Ft. 7tossComponents ofOre on (503)357-2118 'MARNING1. READ AND FOLLOW ALL ROILS ON IN1s adARING1 ((� �� �TCI_L25.0PSF825N4thAve,Come178usOR97113 2 1rroHTANr•• fl1H11HX rxls cwwlNc m ut cOwrrAcmBs IICLwING 77E,1NsrAttENs. 8321i4PE REF R7175- 80009 T a. h ,ninn whlPl,imf, lnaralf-nn b n< Rarer oe r Tx re ,n rater . the ,m edition .BCSI (Building Comp Safety Information, by TPI WICA) for safety pro prior DL 7.0 PSF DATE 11✓11✓16 "V ha Lt I -all Fuc I I providetan abo bracing per BCSall h e a pe properly fharwiee. ._ top tem half r' properly' < Md Isheathing or bottom chord p shall have a se noted the'nm rigid ill.g 1 .mown r permanent lateral t or wen shall have bracing installed p BCSI :C DL 10.0 PSF DRW CAUSR7175 16316079 A L—,] r+ sue ea 87810, ppn supply plat toeach race or trussand position as stoo„,abovew 11/11!2016 JUJ � the J Details, lees noted hew Refer drawings 160A-Z for standard plate positions. 1— Alpine,drawing. a division of ITN Building Components croup Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT * AN HTW CAMR4NY rawwing.installaoy failure o.rent abuildtn...truss nmconformance with ANSI/TPI 1, or For nandring, shipping, A seep this*Airing or we,p.O.listing this » » » misty*Airingawe, drawing, Indicate..wot.nof pr.r. iwnol.nrlrf wrino �4 t'utr 14,206TOT LD. 42.0 PSF SEQN- 225729 responsibility se » misty for the d» shown. The r wIL.IIIty and ..or this drawing for any structure Is the e$�t''Tan• t DUR,FAC. 1.15 — FROM I KE 8351 Rovam Cycle responsibility at the Building Designer perµ51/1P1 t s.e.2. Saoranento,CA 95828 For mere information his job's goners) s pass:ane t ._ -, ALPINE:vaw.afpineltw.non tTP1:�mww,tpinst,org; WTCA:m»w,sbaindusuy aeon,ICCC=wow.,aaaare.org Renewal 813012018 SPACING 24.0" JRE F- 1 VV07 1 7 SZ01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIEENSIONS) SIBMITTED BY TlUSS MFR. -(1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - CJ4) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 110 mph wind, 20.82 ft mean hgt, ASCE ';7_10, CLOSED bldg, Located anywhere in roof, RISK II, EXP C, wind TC DL=4.2 psf, wind 1C Webs 2x4 HF Std/Stud :W1 2x4 HF #2: 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. Der fdea meetsLs 1.560 live and L/240 total load. Creep increase factor Der deadi to me i 30. Right end vertical not exposed to wind pressure. 1.5X4 III 10 / 3X5 4-10-3 11 II 1111 _. i� 1 111.119_0_0 0-7-8 7Zj 1-0-0 3X5(8) NI 3X3 3X5(62)(R) III 1.5X4 NI I1 " >I 2-5-8 < 3-9-12 3-9-12 -1 fl 2-5-8 - F- 3-9-12 —' 5-3-4 Over 2 Supports R=357 W=5.5" R=269 U=53 RL=122/-64 _PLT TYP, Wave Design Crit: IRC2012/TP&-2007(STD) CEO PROF� nlss Comppoonnents of Oregon (503)357- 118 ••�ARNIMGI••HEAD AND FOLLOW AL TH/R 2%(�)/4(0) 16.01 .V, • 825N4thAve,ComeliusOR97113 aFnRTMR•a FURNISH + E:`�Il,�s/_ OR,�—/1/—/—/R/—_ Scale =,4375"/Ft, THIS CHiMINC TO ALL CONTRACTORS installing l l ing end !IE ing. Refer '1.7� the a ranr „ate,, shipping, �11i •�br- H follow TC LL 25.0 PSF REF 87175•- 80008 to l SCSI (B(Building Cow se toPP Intl shall I' properlyI IIS shell SafetyInformation.smP �Y TPI a VTCA) for Y practices prior DL hed t l sheathing and b racing r all h eUnlessd 1 7.0 PSF DATE 11/11/15 Per lateral chord shall have properly wtl • A rigid Ip3,H7 Lfi'BM tl .hwm e 1 - t or we shall have bra i s talaed pe unless PPL' bl Apply PIBC DL 1 0,0 PSF A� ,��)j° the Details. I noted etnar•a parer co drawings racetAor«n w position a shown .,,e a,d on DRW C,AUSR7175 1E316061.— u I Alpine, d' i ITY BuildingC Z forstandardPlat positions. 11 1 12016 NY drawing. any &nbrace o build the Components Group inc.shall not be responsible for any dev-atlun rrot this BC LL AN uTwCAMId4 n r e ror a wth ANSI/TPI ,, or for handling, shipping. OREGON 0,0 PSF CA—ENG RTT/RTT act ng or trusses. . A..i bl this drraawing,orr coder M rrp"N'limiting tills drawing, Indla.t...aeaptgna...pr...RIP•.1. yl,� •C TOT LD. 42.0 PSF SEQN- ._ 8351 Rotana Circle responsibility Iley or'the Building n design shown. 10.sal[+.IIIY,y and m at shim Drawing for•'w.trueta-.is rn. 13 yLY SII,20� 225727 SacraneWXA9582s ro ilar this slo b' I Sse.2. �eelg Tao �� DUR,FAC. ALPINE: for more informationn,a jg b.s,e,eral n Pegn an. tae.e�., 1 15 FROM I KE .a1Plneitl,.comTP)xwm.tPi -t.org;YITCA:.wv sbcl ndusx,y,com; I::C sfwvw <sa Demi erg _ — Renewal ISr301201g SPACING 24.0" JREF- 1 VV07175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIEENSIONS) SUBMITTED BY T2USS MFR. (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - CJ3) -Top chord 2x4 HF 42 110 mph wind, 20.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF 42 anywhere in roof, RISK CAT II, EXP C, 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 factor Right end vertical not exposed to wind pressure. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [11] W3X3 S 1.75 1.5X4 Ill 3X5 ,/ 11 3-6-3 10 I I� 4-6-3 3X3== iii �/ 19-0-0 3X3[11] 0-7-8 : : 1-0-0 .�� d _ 18-0-0 _ ='m 1.5X4 M 3X5(B2)(R) II 2-5-8 2-2-9 2-5-8 2-2-9 2-5-8 _T- 2-2-9 � .<-----4-8-1 Over 2 Supports -1 R=289 W=5.5" R=196 U=40 RL=96/-54 Design Crit: IRC2012/TPI-2007(STD) 4EO PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .;1 • Sil'j OR/—/1/—/—/R/— Scale =.5"/Ft. "russComponents ofOregon (503)357-2118 No• AND ! 1NiREF R7175— 80007 825 N 4th Ave,ComehTas OR 97113 I�ORTMIT" FURNISH THIS C)MIND TO INCLUDING ME CONTRACTORS/xcDlE INSTALLERS. `�C • TC LL 25.0 PSF Trusses rani., are In fahfireting. handling, shinning, installing nd bra,ing. Refer to d follow ito .6 -.. the latest dl 1 f BC51 (Building Comporwnt Safety 1 P by TPI and ATCA) for . y P p or .+Ia •A DL 7.0 PSF DATE 11/11/16 to ftfunctions. Il shallP d temporaryb y - l Unless Jotherwise, r// / . top chord hall i property attached I sheathing and bo ho i halhave properly tta xd rigid lie re. locations shown for permanent lateralrestraint I a rshall bracing installed per BC • BC DL 10.0 PSF DRW CAUSR7175 16316060 A�Lo�- I e t AT A) BID applicable. Apply Platen to mach fee of truss.,d position n 11/11/2016 the Joint Dail d otherwise. Referdrawings 160A_z for standard Plat p BC LL 0.0 PSF CA—ENG RTT/RTT Alp' divisionf ITO Building Component.Group Inc,shall not be responsible for Y deviation frog,this OREGON drawing. y fall build the truss n conformance with MSI/TPI 1, or for handling lipping, AN ITW COMP4NY installationa - g ,reseee re TOT,LD. 42.0 PSF SEQN— 225725 . A..el on this drawing Of cover page I lacing till.drawing, Indicates.ea.pteeoe of profeeslen.l engineering �� vLY 14.2 0" 0 responsibility.tl.ly for the dstign shown. The suitability and use of this drawing for aro structure is the xiICC, .s DUR,FAC. 1.15 FROM I KE$35I BWanaCSTCIt rsepwslDlllty or'the Bnllding Designer per ANSI/TPI 1 s.t.2. +$G'f Ta�SartMoCAb82� for more information c job's yn,orel os page and these "c altos:vmw.alpine'tae.com TPI: pint.org; .TLP'ssw.sbcindusnrY•come wwa.,ccsoYm.org SPACING 24.0" JREF- 1VV 07175Z01 " i. 1, 41 „ _(111 6066--FOUR D CONSTRUCTION CO, -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - CJ2) TMts' DNG PREPARED FROM COMPUTER INPUT (LOADS & bIkENSI0NS) SUBMITTED BV 72USS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 110 mph wind, 19.49 ft mean hgt, ASCE 7-10, CLOSED bldg. Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP C, 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. Right end vertical not exposed to wind pressure. 1.5X4111 3X5/ ni ',1 2-2-3 10 { 3X3 3-2-3 II _4_19-0-0 3X3= III 0-7-8 : 1-0-0 4_18-0-0 �� 1.5X4II1 _./ 3X5(62)(R) In Lc1 ' I` 2-5-8 13.,13„$ 2-5-8 '(7” 3-0-132x03 2 Suppc�l'-is5 R=223 W=5.5" R=121 U=26 RL=69/-44 • PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) �f��PROF S FT/RT=2%(0%)/4(0) 16.O1 ,�� tS' OR/- /1/—/—/R/—f503)357-.118 ••1rl1RNrNGt•• AuaDAND ED1twAUROILS RT=IwlsAIAWINGI 'e-' �h'»� OR.. /1/-/-/R/- Scale =.5'r/Ft, 825 N 4th Ave,Cornelius OR 97113 nNbarANr FURNISH THIS DRAWING To ALL CO FRACTORG INCLUDING THE INSTALLERS, r t TC LL 25.0 PSF th�latest t edi`CI BCBA (Buildingre extreme care in ni s handling, ora by Tc.'installing safety n" prior ��/ .1 REF R7175— 80006 L.pI hell 11 provide temporary Y have Y Pry /- DL 7.0 PSF DATE 11/11/16 top chord shall 1' properly attached a:ng per BLSI. Unless noted f I sheathing and bottom chord shall have a properly attactea BC ru rigid iii m. locations shown for obleef aneAPPnt lateral r'estrainttof nwebg shallhavebracing installed per BCS DL 1 0.0 PSF \ the' Detail._ 1 ted otherwise. Refer to to each r position te as shown above a'd oDRW C,AUSR7175 1E�316059 drawings 160A-Z forsstandard pieta positions. 11/11/2016 A _�� I drawing, ainy division of ITNIBuildaingrCoompon Components Group Inc. with shall not bee responsible for any shipping, from this BC LL 0,0 PSF CA-ENG RTT/RTT AN ITWCOMMNY installation.bracArg of trusses. r or yORE�L�ON __ A AAA'stel lml is drasi ng o fdhw�1�Il istn','W,Ml ww'Iy1 Lb1�, Imola• •A�blw br profanloMl.npl,IMrI Pp -� `rLY Oe C. TOT,LD. 42.0 PSF SEQN— 225723 8351 Rovana Orde r..porwlbil IYY of the Building Design.- edl.nd rr bT Chlu aralnR for wry wVuoturw I.w tlr �4'r per ANSI/TPI 1 s:.x. `V.. 'fan.- DUR,FAC. 1.15 FROM I KE Sacramento,CA 95323 ror more nformation this job's gc,oral no e9peg< , weil °.IC'„ol SPACING 24.0" JREF— 1VV07175Z01ALPINE: www.alPhe'tw,com TPI, n.lt.erg, WTCA wer. c' dus Y , C ,.,ccspfe.org • THIS DWG PREPARED FROM COMPUTER INPUT(LOADS & DIlENSIONS) SUBMITTED BY TZUSS MFR. (1116066--FOUR D CONSTRUCTION CO. --LOT 25 MEDALLION MEADOWS -- TIGARD, OR - CJ1) Top chord 2x4 HF #2 110 mph wind, 16.82 ft mean het, ASCE 7-10, CLOSED bldg. Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP C, 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 IBC-12 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 Ill 10 3X5(B2)(R) INillill 1 1-10-3 0-7-8 ill 19. __J._ / �'� 18-0-0 ' / ►—� 1.5X4111 Le-1-o-Q-.J.1 —1-3-14 .I"'12 1-5-10 Over 2 Supports R=159 U=8 W=5.5" RL=50/4$4n9 U=14 Design Grit: I BC2012/TPI-2007(STD) ``.4.5,tE0 PROFt. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►,5NT;r/"!lj I.i7 `�4:0 OR/-/1/-/-/R/- Scale =.75"/Ft. er "IhtssComponentsofOregon 1503)357-1118 ••WARNINGI• WAD ARO FOLIO/ALL FOILS ON IHIs SWING! /�1REF R7175- 8+ 005 825 N 4th Ave,Cornelius OR 97113 INPORT NT11 FURNISH THIS GRAVING TO ALL CONTRACTORS INCLUDING 111E INSTALLERS. pi N 1 C LL 25.0 PSF Trusses require r re in Fahr 'nae handling. nhipplhyl mll;nn end hi-ening, Refer d Y li 832514PE the I Mt- f BCSI (Building Component Safety Informer; by TPI and PTCA) for safety pr prior r„mirr'' -. DL 7.0 PSF DATE 11/11/16 so P g t - I - 11 - II provide ne Y b hg per ale 1 ny d detoP chord shall r properly had I sheathing and bottom Chord shall have _ properly to xrd • „ rigid ceiling. L tl shown permanentlateral restraint f webshal' have bracing 1 talle,per.BCS BC DL 10.0 PSF DRW CAUSR7175 16316058 .41�1 1:::::°_,I , B3 B1 -B1U s napplicable. Apply PI es to each roes or trussand position h h above M 1 1�1 1 201 6 L 3 the j Bat, 1 1dhr.i R f o dra.ings,600.2 fqrta�ard Plata ppslr,e� jBC 1 1 0.0 PSF CA-ENG RTT/RTf Aal a clivi 5l of ITN Bu the Co p esponslble For any tlevin[Inn frail this OREGON P na on g mponocon oro Inc shall not ba r dr wl ng, any brad n build truss n conformance with ANBI/TPI ,, or Por Wangling, shl poi ng, • AN 9TWCOtdR4Nv ; ...l on Oh O bracing of rra•sos, 13 /01y14,2004 , �, C TOT,LD. 42.0 PSF SEQN- 225721 . A mai on title erring or coyer pap.limiting tele&ming, Indicates micespt.roe of professional efglneerlrg 4 LY 14,20 0 responsibility safely for the design shown The suitability mind Asa of tbl tl rinp for any structure Is the as e r! ah t DUR,FAC. 1.15 FROM IKE 835112ovana Circle reeperlblllty or the Building Designer per ANSI/TPI 1 Sec.2. V Sacramento,cab5a2x more information n Job's goloral notes sego mcs ALPINE, .qiP� e.com TPl t{iInst.nrg,OTpA ami ,abermue.y n : Iesw.igosora.org Renew®I8/3012018 SPACING 24.0" JREF- 1VV07175Z01-. -- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1116066--FOUR D CONSTRUCTION CO. --LOT 25 MEDALLION MEADOWS -- TIGARD, OR - CG1) Top chord 2x4 HF #2 Wind loads and reactions based on MWFRS. Bot chord 2x6 DF-L #2 :B2 2x4 HF #2: Webs 2x4 :DF-L Standard or DF-L Stud: :W1 2x4 HF #2: Right end vertical not exposed to wind pressure. 110 mph wind, 21,45 ft mean hgt, ASCE 7-10, CLOSED bldg, not located JT PLATE LATERAL CIQRD within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, No SIZE SHIFT BITE wind BC DL=6.0 psf. [ 1] W3X7 2.75 L 1.25 [ 5] W1.5X4 S 2.50 Laterally brace bottom chord above filler with purlins at 24" OC. [ 8] W4X5 3.00 R 2.25 [ 9] W4X5 2.75 L 1.25 Hipjack supports 9-11-1 setback one face and 7-11-4 setback opposite [11] W3X5 1.25 R 2.75 face. Jacks up to 7' have no webs. Longer jacks supported to BC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4111 4X5[9],4101 6-1-14 3X5y � 6.25 r` 3x7[1]* W1I • �Eli,� wo 0 — -- -. J " 19-0-0 0-7-0 4X5[8]= 3x5[11] HI - 2.51 18-0-0 �= 4X8- 1.5X4[5] Ill 41-7-3pJ 9 -3-9-8 `L 4-5-15 4-2-7 1"12 r 3-7-12 4-7-11 'I� 4-4-3 3-7-12 O-n g 8-8-5 .-- I 1 12-7-9 Over 2 Supports. >1 R=1161 U=202 W=8.804" R=1245 U=204 Design Crit: I RC2012/TPI-2007(STD) 48Qe.E®F�ROFE` PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.02,0„,e, )S L ..Y1Wa►`rSi OR/-/1/-/-/R/- Scale =.34'"/Ft. "runs Components of Oregon ((503))357 118 "WARNING!' FOLLOW ALL ROILS UN MIS 7NAWING! .AREF R7175— 80004 825 N 4th Ave,Cornelius OR 97113 ”IIIORFANT.r FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. �� �`832B4PE TC LL 25.0 PSF Tresses require sec1 core in fabr ". handling,rdling hip pinh installing and - A Refer f and follow latestthe edition rBCSI (Buum,g C Safety I f by TPI .TCA) f safetyp practices prior a , 16w : DL 7.0 0 PSF DATE 1 1/1-1 /., p - hg ut rs. Icsnail J n+n .Y b- Ui I -SCSI I - eJ t se tap ts , II t p ahed t h „ tO, ha shall have properlyt tacled 4serigid '1-rg. L- shown permanent lateral o f shall h bracing installed p BCS BC DL 10.0 PSF DRW CAUSR7175 163160 8 83 applicable. Apply plat ca Sr trussand position asshown Hbo d t1/11 20164LLO it Details, unless sstootherwise. drawings forstandard plate positions. Alp ne, a division of Ibu Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC _L 00 PSF CA-ENG RTT/RTT • s drawing, any failure to buil)the truss n conformance r�ch ANSI/TPI T. orforhandling, shipping,AN iTwCAMa4MInsteI1 ,this drawing or ower page listing idle drawing, Indicates aee of profsealensl engineering 4 tY 14,2trwpenalallit„misty for the designere. The suitability. ..or this drawing ha,any structure is the DUR,FAC. 1.15 FROM IKE8351 Raana(rcft reepots141IIty or the Building Designer per ANSIiTpl 1 S.c.t. ell `.Sacramento,CAasszs for clen s. ihios gcacrw, no page.and those SPACING24.0” JREF— 1VVO7175ZO1ALPINE:www.alpineiiw.canTPl wnw.qpinst.orq; YTCA:sew,sbcihJ„.,ry.cow, ICwww.iccsare.org Renewal 613W2018 ----_- (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - X1) THIS: DWG PREPARED FROM COMPUTER INPUT (LOADS a DIArENS1oN5) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF 42 Bot chord 2x4 HF 42 110 mph wind, 21.52 ft mean hgt, ASCE 7-10, CLOSED bldg. Located _ anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W1 2x4 DF-L #2: 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 factor for dead load is 1.50. Right end vertical not exposed to wind pressure. 1.5X4 III 10 I-- / 6-2-14 3X5 j/ i/ At1m 0-7-8 19-0-0 -0-0 3X5(R) III 18-0-0 3X3= 1.5X4 III 3X5(B2)(R) III ' 1_ 2-5-8 4,,c 5-5-12 11 ( 2-5-8 5-5-12 '1 2-5-8 I' 5-5-12 .E------7-11-4 Over 2 Supports ::] R=430 W=5.5" R=344 U=110 RL=197/-74 PLT TYP. Wave Design Crit: 1RC2012/TPI-2007(STD) OP F�ROF� FT/RT=2%(0%)/4(0) 16.01 ,,,�, •.�►t' �'1�.SS. OR/-/1/-/-/R/— russ Components of Oregon (5032357-?I18 ••f11RNIMc1• IA1ul ANTI 11111nW Au Nulls uN OIIs wuNrcl / Sca I e =.34"/Ft. 825 N 4th Ave,Cornelius OR 97113 •.DIPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS DELUDING THE INSTALLERS. `°! T dui fnM g. handling, hipping. installing dial bra-"nn• Refer re. Fellow /wi S 832Q4PE 41.411aTC LL 25.0 PSF REF R7175- 80003 the latest etll` (iCSI' ur(Building CK Lep ffunctions, Ic IpSafety Information, by TPI and tTCSI for safety n topracticesprior� .r.' -_ 'gding C -II provide matron,brae top hod shall I. properly attached I h ho Pur all . e al end properly t ,oral . 411164 d Bottom coon,snarl have DL 7 0 PSF DATE 11/11/16. rigid ling Locations shownlateral Int of webs shall have bracingProperly tpe ',ed A�P I . sections e3, ai unl810ess s noas ta applicable. Haply e n race of t installed per BCS BC DL 10.0 PSF .�.. IIp—,- the i Dacan 1 a otherwise. R and position f°""above end 11/.11/2016 DRW CAUSR7175 16316057 Alpine, division f Illi Builth Co drawings 160A-Z for standard plat positions. drawing any rail build the truss Components Group Inc. shalt not be nor for responsible for rry d 'etlon fro',this OREGON BC LL 0.0 PSF CA—ENG RTT✓RT T AN ITW COMMNY installation A bracing of trusses.t s conformance with ANSI/TPI 1, or for PePsIing, shipping. OREGON is Aresponsibility els el this drawing r cover the design filming PAl meltabilityIndicate.amen/tan.of ptohclonal engineering L� f O 8351 RovanaCir le responsibility Thea seep olio drawing for any structure I.,the �G 14 2 TOT,LD. 42.0 PSF SEQN- 225717 tin or w Building Designer per AMsIiTPI ,S.e.7!. DUR,FAC. 1 Sacramento,CA 95828 for and - s`Q@!!�>�n`� .15 FROM IKE--- ---,. �. ALPINE:n 1 information nviw t rr Job's tb s general notes page en.d Ynese soh sr a Pineitw.comcTPI�` I', .arg; �,www.an,,wae,-r SPACING y.°°m; ICC: www.iccsofe.org Renewal 6/3012018 24.0" JREF— 1W07175Z01 —(1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - X) THIS. DWG PREPARED FROM COMPUTER INPUT (LOADS & DIVERSIONS) SUBMITTED BY T1USS MFR. Top chord 2x4 HF #2 110 mph wind, 21.52 ft mean hgt, ASCE 7_10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISKCAT II, EXP C, 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 factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III 1.5X4II 4,, 7-2-14 10 0-7-8 / _ SI --- J 18-0-0 I 3X5(8) III 3X5(B2)(R) III LE1'J L. 4-0-0 I_ 3-9-8 1L2 U fr 7-11-4 Over 2 Supports --H R=430 W=5.5" R=344 U=66 RL=149/-74 Design Crit: IRC2012/TPI-2007(STD) ikE®hROF4, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ,f,;., i.�►/''.�Llr. . ss� OR/-/1/-/-/R/- Scale =.34'"/Ft. Puss Components of Oregon 1503)357-2118 `•fARNINGI`•READ AIAT rows a«Welts OW Ims RWIIN I 825 N 4th Ave,Cornelius OR 97113 ""IMPORTANT." FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING T!E INSTALLERS. ricP (/` � TC I._L 25.0 PSF REF 87175- 80002 T qui rare in fakir a, t dlimi. shippiM IIirn and bracing. Refer a nn Ilowe 832f14PE the 1 t edrtl f BCSI (Building Comp :5 fety Informat' by TPI and WTCA) for safety pre t - 0 `. DL 7.0 0 PSF ,J� to performing ha tN na. Insall II psheath temporary bUnless r • DATE 11✓11116 top chord shall r properly s atInslalhed ring per BCSI. U 1 noted he I sheathing and bb chord shall haveproperly to tl rigid Ing Locations shown forpermanentApply lateral r air f Saar have bra i BC DL 10.0 PSF DRW CAUSR7175 16316056 t BT B7 B/0 Yepl,cable. APO), s installed tl pe o �N fff777 PP Y plates to.each face SroY 1 d position f above we /�N�LQ)J � r.he,1 D tall 1 aaano a atnernisa. Rere� to Jrawl,gs 16pA-z eor�stanaara plata P�Itlene. " It/111:?016 A-� '°i"i"'"aY W e° nB truss t BC LL 0.0 PSF CA-ENG RTT RTT AN 9TW COMPANY wing,installation Gfair re o build tlhe r n conformance with ANSI/TPI b1,rorrfor lbanait,g, airppintion frog this OREGON / b Ing eft 4141f14,20'- C TOT,LD. 42.0 PSF SEQN- 225740 A ss.l on thl..rwlhp or oou.r p•g• hoe. CH.orwifp, IMI a.epp�pro:of prar••.Io1n1 Maths 1 rip 4 (�/ r..pwwlblllty:::IT l.Ny for vw Eulpn.Ngsn. THe alt•bl my•rW uo or vela arwl for•rqr.vuetur.I.m tM 8351Rocana Circle responsibility of tin Wal lamp assignor par ANSI/TPI T Smo.:. "° sell Tan�� DUR,FAC. 1.15 FROM IKE SacrameNo,CA 95828 for ma f this Jobs general notes pag,,and those web _, ALPINE:P. alpineity information TPI�avm tpinst.arg;WTCA: wasp irwds,ry.,am. I ;sites: SPACING 24.0" — JRE F— 1 W07 1 75201 Renewal 513012018 (1116066--FOUR D CONSTRUCTION CO. --LOT 25 MEDALLION MEADOWS -- TIGARD, OR - G2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & D16'ENSIONS) SUBMITTED BY T'2U5S MFR. Top chord 2x4 HF #2 110 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF 42 anywhere in roof, RIS( CAT II, EXP C, 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 chord design. must not be cut or notched. See DWGS A11515ENC101014, GBLLETIN1014_, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live load bracing requirements. 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 11I 1.5X4 III =IiI 1 : 1.5X4 111 1-gI-14 0-314 '' __ .— - .. _ ■ ii g...p-0 4 //,j/// / .// /////t 1.5111 2X4(A1)= 1.5X4111 1.5X4 III LE--2-0-0-- 1 Fle--- 5-8-4 '1 1I 1‹.-----6-0-0 Over Continuous Support R=111 PLF U=56 PLF W=6-0-0 RL=18 PLF �E p PROp Design Crit: IRC2012/TPI-2007(STD) ,(4C. s. SS, PLT TYP. Wave a� i4Ct A QAJN F � FT/RT-_2%(0%)/4(0) 16.01 , O OR/-/1/-/-/R/- Scale =.5"/Ft. 73fuss Components of Oregon ((503))357- 118 INRMIenl•• NLAD Alps LOLL011 ALL ROILS ON INIS NwINGI 825N4th Ave,ComellusOR97113 IrPORTANT•• FURNISH THIS RIMING TO ALL CONTRACTORS INCLUDING RE INSTALLERS. � TG IL 25.0 PSF REF R7175- 80001 T require are in rand handling. shipping, installing And acing. Refer and follow A/. the latest Edit f BCSI (Building coati Safety i by TPI and ncA) for safety pro - prior - C :)L 7.0 PSF DATE 11/11/16 to P I xJ t I-Unctions. ell shell Fi y bracing all e I noted f ,ru top rr r shall ! properlytions attached - 1 sheathing and ry chord shall have properly t d o rigid ceiling. r 1 showne. lateral restraint rc or webs truss snarl n bracing IH a p Rcsl 11/11/2016 'C DL 10.0 PSF DRW CAUSR7175 1631607$ t li B7 ati ppl cable. Apply ea to eachstra r d position h e .d /_�Il Ol' 4I the D t 1 1 d other. R f to dryaings 160A-Z for standard plat post s OREGON /•--f(t—,J Alpine, a f ITS Building Components Croup Inc.shall not be reep,nelble for any deviation r a,thislC LL 0.0 PSF CA-ENG RTT/RTT drawng any fail to build the truss n conrorreanre with ANSI/TPI 1, or for handling, snipping r AN 1TW C.AMFi4NY instal rat an A b,.aci„g or trusses. "trcr l4,zoda. y TOT LD. 42.0 PSF SEQN- 225803 A weal on this drawing or cover pegs listing this drawing, Inchoate*acceptance of professional engineering �S 90 responsibility aridly for the design shown. The suitability erg Yee of this drawing for aro stricture l..the /j Tail`' DUR,FAC. 1.15 FROM I KE 8351 Roan Circle responsibility of the Building Designer per AN51 sul 1 Sec.2. a -- Sacramento,CAo5S28 for mono inform. ion . ins c •s Boland page. t ALPINE: n.aw.alpineitw.comiTPI, meestpi, song;ITCH: now abciiwustoy.com; I2C:s.„,irosore..org Renewal 6130/2018 SPACING ,L4.0" JREF- 1VVO7175Z01 (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - Cl) THIS. DWG PREPARED FROM COMPUTER INPUT (LOADS & DIVERSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF 42 110 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF 42 anywhere in roof, RISK CAT II, EXP C, 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 factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III I 3X5sa 3 I— �/ 2-9-14 4 ---------------- 0-3-4 X -- _—. JI +9-0-0 1.5X4 III 3X5= 2X4(A1)am Lc 2-0-0---w.1 5-7-00 SLE 4-1-4 3"12 1 4-5-0 10-0-0 Over 2 Supports— ---a. R=5e1 U=56 W=5.5" R=400 U=27 RL=e1 Design Crit: IRC2012/TPI-2007(STD) ,<<C• �9Ir�ROF�SS, PLT TYP. Wave L� TC LL 25.0 PSF REF R7175- FT/RT=2%(0%)/4(0) 16.01 ,•;d-0 G3 N e O OR/-/1/-/-/R/- Scale 5"/Ft. russCo nAve,of Oregon (503)357- 118 w. FURNISH HIS ,va,NO TO AL CROILSONTRACTORS W Iris INCLUDING 7y,�� � 825 N kh Ave,Cornelius OR 97113 II�RTatr• Fua'+Isx ml s cnawll�c>o ALL canlucmns Iwc uoI x6 nE INSTALLERS. 80000 T r 15 .vera In fabricating. handling. shipping, installing bra-nils Rafar to antl reline rPwr� tga. latest t tl f 8051 (Belding camp Safety Information by TPI and WTCA) for safety practices prior C )L 7.0 PSF DATE 11/11/16 to per•rormirig thrse Immtions. crmtall - -11 provide Lampe' -y bracing -!SCSI Unless eVotherwise, top Chord shall properly h. 1 sheathing d bo chord hall have properly attars. sot, ceiling. cLocationsgapes csbfor ee lateral res restraint * 1 sail haves Ilbo,per pc sl 11/11/2016 'C DL 10.0 PSF DRW CAUSR7175 16316077 A��O`0 83, unless applicable. Apply plates to each f s a n -- — J � the J Details. 1 noted otherwise. Refer to drawingsposition shown above tl ha l no Z P standard plat positions. OREGON draw a division iur of ITN bu B ttl Camp.>nacor,rang Inc.steel I not be responsible far any deviation.rah this :C LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure o build M - with ANSI/IPI 1, or for handling, shipping. AN 97W C:OMR,Nv installation A bracing of',oases. "es n tanfaramnna 1) .46 ICY 14,20� 0 TOT,LD. 42.0 PSF SEQN- 225798 responsibility enl lnl this drawing or cover peg.limiting this drawing, Indle.t..aoa.etanea of oraf...l.n.l engineering _ solely design shown. The oultabl lits and Me of tel drew) ror any structure 1n the 6'sel �Tan i DUR,FAC. 1.15 8351 Rovana Circle responsibility of l.for tARg Designer rr Po ANSI/TPIOtlI I iIIty "° FROM I KE Sacramento,CA 95828 for morn informationthis sc,shows gcsoral n. pogo anf those woo wmRenewal 6/3012018 SPACING 24.0" JREF- 1VV07175Z01ALPINE: .a1Pl,eitw.com; TPI.m,wyirst.arg: gTCA:wa.agclMuatry,cam. I: .lccsafa.,fg -(1116066--FOUR DCONSTRUCTION CO. --LOT 25 MEDALLION MEADOWS -- TIGARD, OR - G) TNI'" DWG PREPARED FROM COMPUTER INPUT(LOADS & DI0.'ENSIDNS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 2 110 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF 42 anywhere in roof, RISK CAT II, EXP C, 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 chord design. must not be cut or notched. See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Right end vertical not exposed to wind pressure. 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. M M ■ g I 3 1---- I 2-9-14 0-3-14 II M ■ ///////%T/////////////%%/////7/ 2X4(A1) LE--2-0-0--- ...1 9-B-4 3 H10-0-0 Over Continuous Support >1 R=103 PLF U=29 PLF W=10-O--0 RL=11 PLF Note: All Plates Are 1.5X4 Except As Shown. �QD PROFS Design Crit: IRC2012/TPI-2007(STD) c4 SS _PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1 ,st,ll°b Lf GJ N E 1O OR/-/1/-/-/R/- Scale =.5“/Ft. 'Truss Components of Oregon (503)357.1118 awrARMINGI kw AND rowan au runs ON IHIs uimmitu 825 N 4th Ave,Cornelius OR 97113 IRPgRTNwr” FURNISH THIS MARINO TO ALL CONTRACTORS INCLUDING'RE INSTALLERS 83294PER7 NATC LL 25.0 PSF REF 175- 79999 • _T requireFora In fabricating. hnrMl-gM1IPpIg Ilircend Craning.l Refer and fellow 11th latest edits Y BCSI (Building Compo Safety I Y t- lay TPI and WTCA) f safety P prior C )L 7.0 PSF DATE 11/11/16—pe ng ion, Install I I py g ar- RSI. Unless i. bnoted ttoP chord shall r properly attached sheathing and b chord shall have properly r-.drigd ceiling. Locations shown for permanent lateral restraint f hall have bracing tan d per SC SI 11/11/2016 •C DL 10.0 PSF DRW CAUSR7175 163 16076w sec 03 as applicable. Apply plate to each race oftruss and positionshown above s o — A�g� It.Joint Dataila, unless nleaa opted otherwise. ther»las, Rarer to drawings ra»ings,Boa-z for standard platepositions:, . dApwineg,ayivFaslaeaY . RlB,lte grCtPaGma,remwcANSInoTta,rooraadFargamneinagion'r"this � `OREGON sC LL 0.0 PSF CA—ENG RTT/RT T __AN sTWceMaarr installation p bracing of trusses. 4, /Ly14,20( „e TOT.LD. 42.0 PSF SEQN- 225801 A ..1 on thdrrlein+er cover vdesign limiting tills drawing, Indicates.owps..nce or prOtu.lw»I engineering S responsibilityY sM»n. The suitability and use of thin drawing for any structure i.»eh. e ell Tan'- DUR,FAC. 1.15 _- 8351 Rovana Circle responsibility., the Building Designs.per ANSI/TPI 1 s.o.z. FROM 1 KE notes � - —'— — _..Sam:anent°,CA 95828 For mo information` hs yobs g,orel peg,any these web sRenewal 8/30/201$ SPACING 24.0" JREF— 1VV07175Z01 Z01ALPINE: vw.alPineitw.cunTP1 :m. t;ine�.d-5;NFOA,www.eeird,,rry,.a„, Io ;,�.�eeaar_.,g_ � THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY T2USS MFR. _(1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - FG1) Top chord 2x4 DF-L #2 —' Bot chord 2x4 HF #2 Webs 2x4 DF-L Std/Stud This "Hip Frame" may be used on the hip plane, in place of purlins, to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 for additional information. 4X5= NI • • 12.5 r- -1 12.5 5-11-7 0-0-4 -- —...ii. n — 0-0-4 2X4(D8R) 2X4(D8R)a L,___ 5-8-6 _I— 5-8-6 ,1 H11-4-12 Over Continuous Support —__> Note: All Plates Are 1 .5X4 Except As Shown. Eo PROF Design Crit: CUSTOM/TPI-2007(STD) �� �s PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 ,+� + rb7V s�� OR/-/1/-•/-/R/- Scale =.4375"/Ft. ''nus Components of Oregon 1503)357-2118 WARNINGI•• RF_AO Amro IOLLON ALL MILS ON IRIS AWING! rff ' 1;;;;MDcTC LL 25.0 PSF REF R7175— 7'.x998 825 N 4th Ave,Comelms OR 97113 IrroanwT• FURNISH THIS MARINO TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. T 'MIA are An fabrl g. handling, shipping, telling and bracing. Refer t And II the I e0-t'. f BCSI (Building Comp Safety information, by TPI and.TCA) fory p prior /' DL 7.0 0 PSF DATE 11/11/16 w performing M- ly attached - 11 psheathing and bo Grotom ho 1 allBCShave Unlessd other-else. ,14111114 . top chord 11 h properly a:ached 1 sheathing and bottom cnor.. nail properly attac'BE :C DL 10.Q PSF DRW CAUSR7175 16316055 r®gtl '1-rg 1. { .he»n for per I r 1 r ine of web sfall M b s 9 Iesd Pae mon 1 t 83 B7 B10 LellceDle. Apply pl tes to each r tl posltio n hove W 1 1/1 1/20 16 ine 1 Ba 1. 1 ,b d nthar»' Refar tb drawings,SA.i Porastardard Plat P° 't- BC LL 0.0 PSF CA—ENG RTT/RTT AlPlne a diylslnn of ITN Buildl B ewponelDla far a y daoiat on frm,:nide OREGON _ A dr ng nmp.�nenoa i Inc Shall the r wing, any failure to nulla the truss n conformance with ANSI/TPI 1, or for handling, ehlpplrg, AN 1TWCOMPANY installation A bracing of h:Feaso, �, p4. a TOT.LD. 42.0 PSF SEN— 225731 A eseI en this erwing or cover pew listing Eli.drawing, indicates...ept.ae of prefswloel engineering <0S LY 14,20 ... SEQN-Il ly ecisly for the design Shawn. The mutability ern h..of this drawl no for ere structure Is the '— —` 8351 RBEaBE Circle responsibility or the Building Designer ler ANSI/TPI I Sec.2. `4 ell Tan , DUR,FAC, 1.15 FROM I KE Sacramento,CA 05828 For more information hia job's general a page a nd ALPINE:waw.alPineltw.com�TPlfwvw.tPlnst_org;RTCA:wwsbcl=uscry,luome; R'Cgwww.ieeware,aw Renewal 6/3012018 SPACING 24.0" JREF- 1VV07175Z01 -(1116066--FOUR D CONSTRUCTION CO. --LOT 25 MEDALLION MEADOWS -- TIGARD, OR - E2) !`' DWG PREPARED FROM COMPUTER INPUT (LOADS& DINERS IONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2 —' Bot chord 2x6 DF-L #2 2 COMPLETE TRUSSES REQUIRED r"— 2 Webs 2x4 DF-L #2 Nail Schedule:0,120"x3"6 min. nails Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Bot Chord: 2 Rows @'12.0 3,00" o.c. (Each Row) applied per IRC-12 section 301.5. Webs 1 Row ® 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Duplf / Plate Dur.Fac.=1.15) in each row to avoid splitting. TC- (From D68u plf at 0.00 to 6D plf c.at 6.50 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" TC- From 68 plf at 6.50 to 68 plf at 13.00 BC- From 10 plf at 0.00 to 10 plf at 2.50 110 mph wind, 21.33 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 10 plf at 2.50 to 10 plf at 13.00 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, BC- 1367.00 lb Conc. Load at 0.50, 2.50, 4.50, 6.50 wind BC DL=6.0 psf. 8.50,10.50,12.50 4X5(R) III Deflection meets L/360 live and L/240 total load. Creep increase Wind loads and reactions based on MFRS. /1 factor for dead load is 1.50. 1 JT PLATE LATERAL CHORD • No SIZE SHIFT BITE [ 5] W3X5 S 3,25 [12] W3X5 S 3,25 7 3X50//////' 3X5p� 10 I ' # % —I 10 6-0-8 __IL_ I \\\. 0-7-8 i o-7-B _418-0-0-1-- 3X5[5] III 5X7EE 3X5[12] II " s 5X5(B3)Em 5X5(B3)_. 3-4-9 + 3-1-7— 2+c 3-1-7 aqc —3-4-9 21.1 I, 6-6-0 —I. 6-6-0 -I (‹__ 13-0-0 Over 2 Supports P. R=5292 U=723 W=5.5" R=5292 U=723 W=5.5" • Design Crit: I RC2012/TPI-2007(STD) ����E?ROF�S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ..4 M S'i Truss Components TponentsofOregon ((503357-2118 ••MwaNlMc!•• WAD AND touaMALL NDIESgY IRIS 0%) �� � Ftj x OR/ /1/-/-/R/- Scale =,4375"/Ft. 825N4th Ave,Cornelius OR97113 •°IMPORTANT•* FURNISH THIS CRANING To ALL CONTRACTORS INCLUDING THE INSTALLERS. ..W 832B4PE , TC LL 25.0 PSF REF R7175- 79997 T require c:nre in fahrlosting. handling, shipping, installiag and dra-in, Refer to and rollow the latest edition or nent Safety ormation, by I and WTCA) for safety to perrorming the,. runcLioris. shall provide temporary Lassa,.par chard shall henna properly attached tom ' LED' A top gid ceiling. Locations.c. amens lshown(Build,. forpermanentply Pate al restraint sheathing amates to each i of webs shalshall havSCSI.br,acingp Installed on as shown properly aboper BCSI 11/1112016 :C DL 10,0 PSF DRWLCAUSR7 75116/16 AIl_,L D 'I the J 0;til l otherwise. Rarer to drawings 160A-Z for standard ce or truss add plat positions. 316083 ' 1V1 Alp division of STN Building Components Croup Inc. hall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG RTT/RTf drawing, y Man urs to build he r 1econformance with ANSI/TPI 1,or Tor haiali __ AN ITWC'OMIANV natal lotion s bracing or trussos, "' n �, shipping, Antral on this ervlw or cover mob listing this drawing, ISieSt.nateptano.et lrorwlonwl.nGlnililrlw IP `�+�r 44 ZoIP TOT,LD, 42.0 PSF SEAN- 225857 --- responsibility orlelythe Bur din eDe fig The suitability r or this drawing,w structure le w s$e N Tar, DUR,FAC. 1.15 FROM I KE Ai51 Romana Circle responsibility ors:the Mar trio Designer nnsr per ANSI/TPI sui a Sac.2. --' — Sacramento,CA9i828 For mere inrerma Ion job's gcloral wga es,them wr _ ALPINE:eww.alpineitv.comtTPI, ew this WTCA;sots. I:�C6ems:.lccsare.�arg�_ Renawa16/30/2048 SPACING 24.0" JREF- 1VVO7175Z01 (1116066--FOUR D CONSTRUCTION CO. --LOT 25 MEDALLION MEADOWS -- TIGARD, OR - El) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIRENSIONS} SUBMITTED BY puss MFR. Top chord 2x4 HF #2 — 110 mph wind, 20.92 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP C, 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 factor for dead load is 1.50. 4X5(R1) 11 il 10 7 7 10 6-0-8 0-7-8 : __ _i_ 88 88 0-7-8 1.5X4 11 ` 3X5(82)(R) III 3X5(82)(8) III F' 6-6-0 Nits 6-6-0 J L✓ 6-6-0 -I- 6-6-0 --11 13-0-0 Over 2 Supports R=647 U=68 W=5.5" R=647 U=68 W=5.5" RL=-158 Design Grit: I RC2012/TPI-2007(STD) �KE'�I�R�FS �* PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1 ,fd a pi r�/ 4> ✓_ • OR, /1/-/-/R/- Scale =.375"/Ft. mss Components ofomen s (971)137-?118 wwfARN1NG RNI CLAD mu NG TO ALL Colts ON Iris INCLUDING I 4/" TC LL 25.0 PSF 825N t71Ave,ComellusOR97113 ' Tor" FURNISH THIS CRANING To ALL coCrpACTlyls ICCLuoiCs tIIE INSrw<tFes 83294PEREF 87175- 79996 Trusses I em,care in fehri _.--ng. handling. .hipping installing elle keening. Refer and it the 1 of BCSI (Building Comp Safety information. by TPI PICA) f safety p p ,f DL 7.0 PSF DATE 11/11/16 toperforming 1 Lr ,aero attached is tructtll p sheathing eenir of webs ger all rya eUnlessproperly otherwise. _ top chord slmall properlytierw chef s sheath ng L b ter]shall p pared 'tor e r rig litre. t. ho r permanent lateral r hall nave bracing Iea per BCSI :C DL 10.0 PSF DRW CAUSR7175 16316054 L ea 97 B10applicable. Apply plates to each fate of truss and position I,osn above eel 11/11/2016 A E3)— the Joint aDeta 1 lessor noted otherwise. Refer to drawings 160A-2 for eta Lorre Plat pot Leges. Alpine, vision of In Building Components Group Inc. shall not be reen=nalble for any deviation From this BC LL 0.0 PSF CA-ENG RTT/RTT drawing. any failure to build the truss n conformance with ANSI/TPI 1,or for nandli„g. shipping. OREGON AN IrwC:OMR4Nv ;"stallatian A bearing of frawaa. C TOT,LD. 42.0 PSF SEQN- 225859 . A war en this drawing or cover page listing G110 drawing, indicates 0eesptalwe of professional 4.141.14.20116 e -- responsibility acidly for the design shown. The suitability and w or this drawing for dean straw lore Is the �e �� 8351 RI>vana Clink respowlltllity or the Building Designer per AMSI/TWI 1 sec.2. $elt.Tao DUR,FAC. 1.15 FROM IKE Sacramento,CA 95828 For morc information b thin Jos gc,arel notes pogo a those soh sites, - ALPINE:ww.alpineitw TPI uww.tpi st.org;{MA:ww,sbcinausnry.,.a.,,, ICC: www.icrsor=eg Renewal'6/30/2018 SPACING 24.0" JREF— 1VV07175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIRENSIONS) SUBMITTED BY TRUSS MFR, (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - E) Top chord 2x4 HF #2 110 mph wind, 20.92 ft mean hgt, ASCE 7-10, CLOSED bldg. Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP C, 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 chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. See DWGS A11530ENC101014, GBLLETIN1O14, & GABRST101014 for gable wind Do not notch in overhang or heel panel. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= I 12 IIII ill 1 10 6-0-8 10 iii • ill R l'. 1 07-8 : II : : ; ; :,� 078 �— r //////// /////////i//////////' 1 -° 3X5(82)(R) III 3X5(82)(R) III 1.,.._ 6-6-0 _i_ 6-6-0 - E13-0-0 Over Continuous Support >1 R=109 PLF U=19 PLF W=13-0-0 RL=14/-14 PLF Note: All Plates Are 1 .5X4 Except As Shown. e,PROp .F Design Crit: IRC2012/TPI-2007(STD) �,� S+ PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01 ,., s / �'/ rOR, /1/-/-/R/- Scale =.375"/Ft. 'Truss Components of Oregon ((503)157-2118 WARN AM) AL ROILS ON IBIS AWING! 825N 4th Ave,ComehusO297113 Ioarwr• FURNISH THIS DRAWING TO ALL coHrlucroxs INCLUDING nE,INSTALLERS. rg: 4/ 83294PE � 1 TC _L 25.0 PSFREF R7175- 79995T +rrare In nnhrl hnnnll rail - -nA anH ern-n". Rwenr te wrM wllmvLM 1 L etl't t SCSI (Bu, Comp San y I f tion, byTlig WTCA) for safety bra a a �,.+ DL 7.0 PSF DATE 11/11/16 per-Cur.'s,J urnInstall II pd temporary brace ng per BCSI. Unless 114,1g1 otfierwiSg. tog chord shall properly sshown attanfor pe I al resthingraint and of tomweb chord Shall have a Properly N YC DL 10.0 PSF n sec tlceiling. 1 si,awn rot per I t or r truss shah ha.,a tion as shown a n pe.BCS1 DRW CAUSR7,7S 16316053 n w rd plate shown cave s-a o t t t G 1 the tIons BpB'I B,U noted Apply F' drawingsto r,600A-2 grstandard Rlnta Posit ons. I I/1 1'GO til BC LL 0.0 PSF CA—ENG RTT/RTT ,4 I�,�_ AIP�. a tll I.,,n pn I,1.Belltll a Boa >nngt,,roup Imo.shall of ha,aaP slhla tar ah tla lot'n tran this OREGON tlrosl rg, any failure to build tis truss n corifors,nce with ANSIITPI 1. or for hanaliny, shlppiny, _ AN ITW COMPANY in.t.8llatlon.,bracing of traaaea. 13 sy e TOT LD. 42.0 PSF SEAN— 225862 rowl on this ar..lnp w toner pegn listing tills drare, indicates eanepx.wa or prufa.•Ional engineering ' LY 14,26 to SEQN— I sty ori t ye Bun the design shown. BSs suitability Illy.ne,.e or this nrssing far any structure law 6.8 ell Tar,. DUR,FAC. 1 ,15 FROM I KE 8351 Ra'anaCirc(e respu lbi l ity or the forBuilding heDesigner ic. iii.Sul t slt.z. Saamuento,CA05828 for mores Information se this yob's yc,oral bag,end thoso wbe _—.. —.. ALPINE: aw.ei a't.. om: TPI: nat.a,9: BTCA: ..�sbcl tlns,ry."am: mC�';..luaane. rg Renewal 6/30/2018 SPACING 24.0" JREF— 1VVO7175ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIVERSIONS) SUBMITTED BY TRUSS MFR. (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - D1) Top chord 2x4 HF #2 110 mph wind, 19.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP C, 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 factor for dead load is 1.50. 4X5= 10 .46. 10 1111 N 2-6-0 3XE(B2)(R) III 3X5(82)(R) III I 0-7-8 MI 111 III Imm 0-7-8 18-0-0 _. miEMEN 1.5X4 if 067211 \ 1 / N Lc--1_041—a.1 L-1-0-0— J 2-3-0t.c 2-3-0— 71 I— 2-3-0 i— 2-3-0 ,1 <-------------4-6-0 Over 2 Supports .+ R=272 U=15 W=5.5" R=272 U=20 W=5.5" RL=-78 Design Crit: I RC2012/TPI-2007(STD) QIE�PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ,►M 4. L s`ri OR/-/1/-/-/R/- Scale =.75"/Ft, runs ComponentsAve,Cf elius (503)357-1118 TT. FURNISH NLAU AmuHIM hGLTOA AL NOILSCONTRACTORS ON ems IN AaNNGGI (Cf ` �? � TC LL 25.0 PSF 825N iAve,ComelmsOR97113 •^I�oRrANr•• FUINISX THIS CHIMING TO ALL WNfq/CTpgS IICLUDINR 71E INSTALLERS. 83284PE REF R7175- 79994 T e7,1 1 ebr ,. handling, shipping installing end hra 1 Refer And follow the I f SCSI (Building Component Safety Information, by TPI and WTCA) . safety pr prior �,,,• DL 7.0 PSF DATE 11/11/16 to p '! r ng koI sI - shall provide temporary brac,ng per BCSI. Unlessriotedotherwise,,0111164 toChordnail properly attached t I Iea and b h hal haeproperly Wrg°ceiling. I _hewn r Pe lateral shall n Ing installed v BCS BC DL 10.0 PSF DRW CAUSR7175 163160 52vrtions igid 87 B10 applicable. Apply plates race or truss position above add on 11/11/2016 1�QO the Joint Details less noted otherwise. Refer drawings 160AZ forstandard platep i Alpine, a division or ITN Building Components Group Inc.shall not be responsible far any deviation fro. this OREGON BC LL 0,0 PSF CA—ENG RTT/RTT drawing, any failure to build the truss n conformance with ANSI/TPI 1, or for handlii AN TWCOMPANY Installation a brecirg of tresses, re. shipping, A seal on this droning or cover page listing this droning. Indicates eso.ptsnce of professional engineering � `:/L'14,20$ m TOT.LD. 42.0 PSF SEQN- 225780 reepon.ibllity scl.ly for the design snow,. The suitability end naw of this drawing for any structure is the 4 — —' --. 8351RovataCircle responsibility or the Swiping Designer per Ak51/TP1 1 Sso.2. S'WeIS Tan at DUR,FAC. 1.15 FROM I KE saclamenlo.CA 95828 ror mnrc ,nrsrme Ian this,nb.a general nos Page en..,these web SPACING 24.0,1 ALPINE:ww.alpineitw.comLTPI ,wlw.tpinst.org; STCA.www.sbclndusl.rp,cow; I�Cswww.iccsare.org Renewal 8130/2018 JREF- 1VV07175Z01 (1116066--FOUR D CONSTRUCTION CO. --LOT 25 MEDALLION MEADOWS -- TIGARD, OR - D) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & D16'ENSIONS) SUBMITTED BY T2U5S MFR. Top chord 2x4 HF #2 110 mph wind, 19.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF 42 anywhere in roof, RIS( CAT II, EXP C, 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 chord design. may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. See DWGS A11530ENC101014, GBLLETIN1O14, & GABRST101014 for gable wind Do not notch in overhang or heel panel. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5 10 I 10 1.5X4 III 1.5X4'ivl Milli ,3X5(62)(R) III 2-6-0 0-7-8 ■ i i IiIIIIIII \ 0-7-8 -1- //////77 \ ......18-0-0 _ Tr- 3X5(82)(R) In/ , 1.5X4 ID 1.5X4'I:'I 1.5X4111 L‹ 1 ' �I L 1, ›J L 2-3-0 �I_ 2-3-0 _1 14-6-0 Over Continuous Support R6128 PLF U=71 PLF W=4-6-0 RL=20/-20 PLF Design Crit: IRC2012/TPI-2007(STD) V. PROp . PLT TYP. Wave FT/RT S =2%(0%)/4(0) 16.01 .te s d61 F W OR/-/1/-/-/R/- Scale =,51"/Ft. "::toss Components of Oregon 503)357-2118 ••�ARNINGI•• ran)PAID VOLUM ALL MIES ON Mus WANING! A, � 825 N 4Th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH its DRAINING TO ALL CONTRACTORS INCLUDING ITE INSTALLERS, R7 T M rn extreme care In fakir' _' n handling, ahl Pping installing and bran-ng.. Refer d follow 8321�4PE ,- - the 1 edition of BCSI (Building C nga Safety Information, by TPI erg WTCA) for feta re p .� _/� to pm- mrrel ttase Its c,uns. Install - h-ll pruv,du temporary bracing per BCS1. Unlcs noted h vise lI' - 1 1/1 6 1'C I L 25 0 PSF REF 175 7'3993 _ DL 7 0 PSF DATE 1/1 top chord shall cave properly attached -al sheathing and Dorton chord shall have a properly [ 'nod � p rigid calling. Locations shown for permanent lateral restraint of wen shall have bracing installed per BCS BC DL 10.0 PSF DRW CAUSR7175 16316051 �� sections B3, 87 cr Boa as applicable. pply Plates to each rape of ter and position as shown above and on 11/1172016 J the Joint Details. less noted otherwise. Refer o drawings 160A-Z rrrstandard plate positions. Alpine, a division of ITW Building Components(,roup Inc.shall not beresponsiblefor any deviation Trp,this OREGON BC I'LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss n conformance with ANSI/TPI 1, or for handling, snipping, AN IrwcDMAaNV insteIlatlori A bracing of tros.oe. f1 y. p C TOT,LD. 42.0 PSF SEQN-A peel on thin drawing or coiner p.p.listing tills drawing, indust...co.ptcnpe of professional engineering fl, 2DV- t 225783 repdml billty ar lsly for B.deign Si...,,. TI,.suitability and w of Nla drawing for any structure Is the Gs� 14, `� DUR FAC. 1.15 FROM I KE 8351 Rova1R Circle respa,abimy ni the Building esign sh per ANSI/ T s r:,z. M. Sacramento,CA 95828 For more - �� a'• �' job's g WT A notes gag,:an,tun=a w SPACING 24.0" ALPINE:wmw,alPlnsit information tl5 s-t.or9: WTCA:ww.sbcirWusnry,wm. 1=r www,lccsafo.ol-g JRE F- 1 VV07 1 75201 Renpwa161301201$ (1 1 16066--FOUR D CONSTRUCTION CO. --LOT 25 MEDALLION MEADOWS -- TIGARD, OR - C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIVERSIONS) SUBMITTED BY TZUSS MFR. Top chord 2x4 DF-L #2 Bot chord 2x8 DF-L #2 2 COMPLETE TRUSSES REQU I RED C- ----% 2 Webs 2x4 DF-L #2 Nail Schedule:0.120"x3", min. nails Special loads Top Chord: 1 Row 012,0(1" o.c. (Lumber Dur.Fac.=1,15 / Plate Du .Fac.=1.15) Bot Chord: 2 Rows 0 3.00" o.c. (Each Row) Webs TC- From 68 plf at 0.00 to 68 plf at 11.00 U1 Row 0 4" o.c. TC- From 68 pIF at 11.00 to 68 elf at 22.00 ine eaach wptoiav bdtsplrows and stagger nails BC- From 10 plf at 0.00 to 10 elf at 22.00 ch spa to avoid spkipeipg. BC- 3398.78 lb Conc. Load at 2.00 4" o.c, spacing of nails perpendicular and parallel to grain required in area ever bearings greater than 4" BC- 1366.60 lb Conc. Load at 4.00, 6.00, 8.00,10.00 12.00,14.00,16.00,18.00,20.00 Deflection meets L/360 live and L/240 total load. Creep increase factor Wind loads and reactions based on MWERS. for dead load is 1.50. JT PLATE LATERAL CHORD 110 mph wind, 23.21 ft mean hgt, ASCE 7-10, CLOSED bldg, not located No SIZE SHIFT BITE within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TO DL=4.2 psf, [ 5] W3X7 S 5.75 4X5- wind BC DL=6.0 psf. [[ 6] W3X53.25 L 1.25 - [ 8] W4X5 3.25 L 1.25 [16] W4X5 3.25 R 1.25 8 [17][ W4X8 S 5.25 [ [19] W3X7 3525 R 5.75 4X5[8]/// 4X5[16] 411 11 4 10 10 9-9-8 zy 3X5[6]% 3X5[18] /I .. _ _ 0-7-8 ►� � �' _ ' Ii I 0-7-8 �' � 18-0-0 _ 3X7[5] HI 4X8(8)[7] IH gxgffi {I I 3X7[19] IIIT 4X8(83)= 4X8(R)[17] IH 4X8(83)Ew 14-6-8 Lc 7-5-8 ----4J = 6x6 f -2_4_12 4c 4...11-8 3-7-12 >I< 3-7-12 >I< 4-11-8 a.c 2-.4-12-01 IL 11-0-0 -L- 11-0-0 J 22-0-0 Over 3 Supportsal R=6320 U=911 W=5.5" R=9968 U.1213 W=5.5" R=1142 U=59 W=5.5" Design Crit: I RC2012/TPI-2007(STD) FL'E®PROp44S PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01 ,•' S /_ of • 6, Lc, 'N� /� OR. /1/-/-/R/- Scale =.275"/Ft. runs Components4thAve, Cornelius ((503))35?- 118 T.T F RN I n WAD mu NG TO!ALL IESTRA T IxIN zrnrlGGi �0 RC� 2 $25N4[hAve,ComeliusOR97113 °0IE0RTANr4° cualsBTMlsoawl�cTa+u�corarBrcineslucumlm THE INSTALLERS. pp� PE17 Trusses rnquirs rairtramir cora In TC LL 25.0 PSF REF 87175- 79992 the I editionSCSI (BuildingCmpo rubrication.,Safety nlnlor g. lmat,"� by TPI'and STCA) for"rse ei.ery"pre r to " prior Y+ u'p 'ag tri... - I tall - -II provide temporary bracing p lull 1/oles.noted other-au.. ,sa UL 7.0 PSF DATE 11/11/16 top chord shall l'ave properly t h.structrr.al sheathing and bottom oho]shall have a properly attacaed BC A rigid ceiling. Locations show f permanent lateral restrain f shall have bracing install p BCS DL 10.0 PSF DRW CAUSR7175 16316086 A IL�0 I V sac B3 8i unless to her e. R plates to-and r " and plate as shown tion.above old an 11/11/2016 _ the ,Joint Bs ail., u less rotetl cadle.lse. Rarer es to aaogs ace or for trusstandard plain pas Alpin» a division of ITS Building Components Group Inc.,hall not be responsible for any deviation fr.this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss n conformance with ANSI/TPI '1,or for handling, shipping, AN 1TWCAMA4Nv installation bracing of sa..,.. Designer tins �SC TOT LD. 42.0 PSF SE • QN- 2 25866A mel on chip drawing or aw.r pg.IImlIrg t e drawing, Inchoate.oaawptar»at proralanel engineering reoponsibility solely for U.design sham. TS..ulbGl .M use of this drawing 1br.lestructure Irl. DUR,FAC. 1.15 FROM 1KE8351Zovana Circle responsibility of w Boll esnrr p.r A3/Tu1 t Seca. ell Tar . Sacrmnenro,CA95828 For der., information thus;v b',ga,arel no o pogo:en1 trio. .. _ ALPINE: rww.a I pidel tw.tom:TPI f awwi,tp; ,org;WTCA:oswsbc indusa`ry,, web a wwts.'I ecsa Ye.,rg - SPACING 24.0" JREF- 1 VVD7 1 7 5201 Renewal 513012018 THIS DWG PREPPRED FROM COMPUTER INPUT (LOADS& DWENS IONS) SUBMITTED BY TRUSS MFR. (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - Cl) Top chord 2x4 HF 42 110 mph wind, 22.79 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF 42 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud :W3 2x4 HF #2: wind BC DL=6.0 psf. :Lt Stub 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 JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 6] W3X5 S 1.25 Shim all supports to solid bearing. 4X5 is 3X5[6]/// 3X5@ Z 9-9-8 10 7 10 : 4I • O* 6 L_ 0-7-8 to 3X104:,- it. . 0-7-8 4X8(G4) 4X5(R)/// 3X5(92)(R) III • 1-0-01-0-0 _,< 14-6-8 >>< 7-5-8— >... 7-6-0 11-0-0 _l_ 3-B-0 ,,,I,,,I.,� 3-6-8 3-8-4 ll` 7-5-8 7-3-12 'i 11-0-0 _I_ 11-0-0 [: 7-6-0 7-0-8 —T` 7-5-8 22-0-0 Over 3 Supports R=680 U=157 W=5.5" R=1141 W=5.5" R=418 U=203 W=5.5" RL=240/-239 Design Crit: IRC2012/T�-2007t)D) ,f�O �P F�eSs>. OR/-/1/-/-/R/- Scale =.275"/Ft. PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 ,x/ [�� 7russ Components of Oregon ((503))357-'2118 •*WARNING I••xra)orad row"ALL NUNS ON IHds AwINBI 825N411Ave,Cornelius OR97113 IIFONTANT'• FURNISH THIS CRAVING TO AIL CONOTACTORS INCLUOINS TIE INSTALLERS. 8329iV*4PE TC LL 25.0 PSF REF R7175— 79991 T reign., rare in rahrl n. handling, ehippl " .tellng and bracing.Refer M II 'the BCSIBilding Component::Safety Information, by TPI and WTCA) forsafety pr pr AA , DL 7.0 PSF DATE 11/11/16 16 ca hg Instal I provide a a Heath pure ,an. ap chord hen l properly = rw al shearmsng and bo bottom pho tl hall a properly attacl¢a rigid fling. L slawon f- lateral restraint of webs shall have bracing Installed per BC DL 10.0 PSF DRW CAUSR7175 163160 50 top 887 B10 applicable. Apply plates to each face or truss and position as shown above and o 11111/2016 L� — I he Details. unless d otherwise. Refer todrawings 160A_Z for d plate BC -L 0.0 PSF CA—ENG RTT/RTT�. , ; Alpine,a division of lm Bunting Components croup Inc.shall not be responsible far any deviation fro,this OREGON inswing, any neoism o build the truss n conformance with ANSI/TPI ,, a fpr nantlling, ehiPping' A� r TOT•LD. 42.0 PSF SEQN— 225791 AN 1T'VV COMPANY installation a brad ng of trusses. �V A woad on this drawing or cover paw listing this drawing, indicates.owopt.00 or professional engineering 4 CY 14,20 I� _ s3sl xaanac tit responsibility wifely for the deign shown. Ths suitability aro use of Ulla droving for any structure In t,,. SS@ f�ar;� DUR•FAC. 1 .15 FROM I KE responsibility or tins Building(Weimer per ANSI/TPI 15.0.x. Sacramento,CA 95328 far more ,n.orme=ien a. :,job's general Dago and= wpb SPACING 24.0" JREF— 1VV07175Z01 ALPINE:vww.alPinelte.com: TPI: eww this ATCA:....aboindustrny.om. Ixfw.w.lccsare.org Renewal n/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIEENSIONS) SUBMITTED BY T8USS MFR. (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - C) -Top chord 2x4 HF #2 :T2 2x6 HF #2: Negative reaction(s) of -429# MAX. (See below) from a non-wind load case Bot chord 2x4 HF #2 requires uplift connection. Webs 2x4 HF Std/Stud :Lt Stub Wedge 2x4 HF Std/Stud: 110 mph wind, 22.79 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 5.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Calculated horizontal deflection is 0.13" due to live load and 0.15" due wind BC DL=6.0 psf. to dead load. 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 A11530ENC10101e, 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 4X5= at edge of lower roof diaphragm, or use purlins at 24" oc. — Shim all supports to solid bearing. iT PLATE LATERAL CHORD % •No SIZE SHIFT BITE [ 3] W3X7 S 1.25 3X7[3]- : ,1 NNN, ♦1111111: 11 i 11 10 9-9-8 10 1---- 1M T2 1 II / 4X8(R) III p 6 1 I 0-7-8 , - 8 _• I 4. m 0-7 -8 18-0-0 T P/7/!//h//////,/////,, 7- 6X8(G1)\\\ 3X5 3X5(B2)(R) III L1rJ 3X3- 141...1 7•,6-0 __,...I-_ 14-6-0 _ 11-0-0 4-7-15 6-4-1 7-6-0 7-0-8 7-5-8 22-0-0 Over 2 Supports R=869 U=67 W=5.5" R=260/-58 PLF U=62 PLF W=7-5-3 RL=271/-270 Note: All Plates Are 1 ,5X4 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) 16,©F'RDpks PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ,►<<< �.j 1 l' OR/-/1/-/-/R/- Scale =.275"IFt. 'niss Com,mane,of Come Gaon (503)357-1118 WARAIMNI•• HIS DI n NG TO wolfs TO mis AIMING! TC LL 25.0 PSF REF R7175- 79990 825 N I Ave,Coml;lnas OR 97113 IwPBprNlr' FURNISH THIS DIMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4. 83294PE10A _ Trusses (Buars In(Building Component n. Safety I oblation I .n log bra,fors. atter t. e fellow om,,... . .. DL 7.0 PSF DATE 11/11/16 the 1 <- P BC51 (B la-ng Safety Information, by TPI 1 NTCA) fo safety pre< prior " o ing ll functions. Installers -11 provide temporary br a . UnlessLeaotherwise, to chord ben t properly attached l sheathing and bottm horl shall have properly ta regiaceiling. Locations oho lateral restraint of wat snail have installed Besi .� BC DL 10.0 PSF DRW CA USR7175_16 3 16049ot sections B3. B7 B10 applicable. Apply plates to each race of truss and position Iwr,above -a 11/11/2016A LupJ a Details, unless noted otherwise. Refer to 160A-Z for standard plat positions. • Alpine, a division of ITV/Building Components Group inc.shall not be responsible for any deviation fro,this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build thetr,z n conformance A��TpI ,,or far handling, shipping,ITWCAMPANY installation a blaring or tdssos 15 to C TOT,LD. 42.0 PSF SEQN- 225793 (i 0. A wool on this emine or Gower peg.listing till.drawing, Indicate.HGm.ptmrwo of profr..iar1.nginaerinp responsibility trio suitabilityetl 'or Ulla ermine far soy.crootwr.Is w 8351 RovanaCrele rm ltif tam&AidigDe l .r AMS/ 1 S *sell Tao` DUR,FAC. 1 .15 FROM I KE Sacramento,CA 95828 Fur more information < nl; c.s g,aral , e pay, an- c won , ° SPACING 24.0" JREF- 1VV071-75. Z01ALPINE:a„w.eipineltw.comTP1t,w.tpinjob's .erg:WPCA:w.w.enrindut,ry. , intiaw..lana?n.trg Renewal 6/30/2018 (1 1 1 6066--FOUR DCONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - B1) TNIE DWG PREPARED FROM COMPUTER INPUT (LOADS 8. DI&ENS IONS) SUBMITTED BY 71US5 MFR. Ali Top chord 2x4 HF #2 110 mph wind, 21.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF 42 anywhere in roof, RISK CAT II, EXP C, 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 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. 5X5= % \ / 10 F T 10 mt 14 6-10-8 4X8(R) III //J 6 6:::::::::::::1111 �\ �t 0-7-84,0N141 0-7-818-0-0 4X8(G4)Q\ 4X8(G4)/// L1 Li'. -I Le. 7-6-0 I 7-6-0 z 7-6-0 yI� 7-6-0 a. 7-6-0 7-6-0 15-0-0 Over 2 Supports •--->. R=753 U=70 W=5.5" R=753 U=70 W=5.5" RL=173/-173 0 PROP . Design Crit: IRC2012/TPN-2007(STD) % ' 4.S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ,r,-.- s `riw OR/-/1/•-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 . WARNIMGI"• WAD ow row"ALL Nulls DN alis WANING! Ily.� 825N4t1Ave,Cornelius OR97113 INPORTAN.s FURNISH THIS BRAVING 10 CONTRACTORS LL 25.0 PSF ALL CONTCTORS INCLUDING 1INSTALLERS. REF 87175- 79989 Trusses aqui re,n fakir' q. hand/inn, snipping :..ulna and to-tiring. Refer And follow the latest dl f SCSI (Building Component:Safety Informati by TPI and PICA) for safety pr p / DL 7.0 PSF DATE 11/11/16 c performing n; functions. Instep ts trocr`n provide ng and otbracing per BCSI. veli pr pnotederly se. • top chord mall properly attached s t -al sheathing and bot chord shall have a properly Caclede n• rigid cei,,,g Locationsshown over permanent lateral restraint r shall nate bracing installed p SCSI BC DL 10.0 PSF ..Isect ons B3, B] -B10 applicable. ApPIY plates to each r position as shown hove and oDRW CAUSR7175 16316048 ,4 1----..P7 � I� the Joint Details, less noted otherwise. Refer to drawings 160A-2 fortruss plate positions. n 1 I/I 1x2016 3 _ IJ A p a division of ITN Building eemp:,n a Group Inc, hall not be responsible for any deviation fro,thin OREGON BC I L 0.0 PSF CA—ENG RTT/RTT drawing, any fa n ure to build the truss n corrormanoe with ANSI/TPI 1, or for handling.ng• shipping. r AN ITWCOMA4NY installation A bracing or trnssos. 'Z/ 00 TOT LD. 42.0 PSF responsibility ths droving Or cover pwa listing!'111s drawing, indicate.Ypo.pt.,ae or professional engineering ,v CY 14,20 fee SEQN- 225783 stl.Iy for the design shown. Tt..ol tabs l lty and Io of this erring Tor any structure is the --' — 8351 RexeneCirclere.ppl.lbn l,y or the Building Designer par AN�BVTPI 1 s.o.2. O ^fad•'. DUR FAC. 1.15 FROM I KE Sacramento,CA 95828 For more information his Jobs gc,arel no a pogo those w� SPACING 24.0II ALPINE: www.alpineite.cam°'TPI iwia.tpinst.org: WTCA:www.wbc nduo,r0 com: !RC:.ww.itbaafe.org Renewal 6/30/2018 JREF— 1VV0717SZ01 THIS. DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY T'7USS MFR. (1116066--FOUR D 'vONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR -. B) Top chord 2x4 HF 42 110 mph wind, 21.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF 42 anywhere in roof, RISK CAT II, EXP C, 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 MFRS 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 NOT See DWGS A11530ENC101014, GBLLETIN1014, & GABRST101014 for gable wind OVERCUT. No knots or other lumber defects allowed within 12" of notchles, bracing requirements. 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 factor load applied per IRC-12 section 301.5. for dead load is 1.50. 4X5-- Shim all supports to solid bearing. /\ /., . ii 1t 1_6_1 i T 6-10-8 7 10 III!I ii d r: 1111111116 1001111111 d 4X8(R) Ill // 0-7-8 ,I / —I 6 6 L__ 410 4041 0-7-8 18-0-0 1._ 3X7(G1)\\\ 3X7(G1)/// r 7-6-0 7_„6-0 7-6-0 + 7-6-0 `c 15-0-0 Over 4 Supports R=10S PLF U=29 PLF W=15-0-0 RL=13/-13 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) +el3PROA- PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 ,'. t1 , iS OR/-/1/-/-/R/- Scale =.375"/Ft. 'Truss Components ofOregon (503)357- 118 ``WAIUIINGI wAo AND maw uL AwILs is IHIs AMMO! � 825 N4th Ave,Comelms OR 97113 IrFOITTM it FURNISH THIS DRIVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 4 /Ql TC LL 25.0 PSF REF 87175- 7'9988 Trusses nw cern in ranrl g. handling, shipping, installing a Refer d uow j.44 88294PE the latest dlt- SCSI"(Building C mpo Safety I f t by TPI d PTCA) Y' safety practices prior .c. �,,..' DL 7.0 PSF DATE 11/11/16 to N - Try 1.- Lions.attached .hall provide temporary bracing 1 LIST Unless nd t - p.. _,. top Chord mall l property attached 1sheathingtand of n shall M1 properly Ute d BC DL 10.0 PSF DRW CAUSR7175 16316047 w rigid n II-ng. Locations mown for e. mnnent lateral Ir shall havebracingms installed p BC' ,4�LE3)1 N n 8D a7 unlBleess ssi to iother Apply plates to aren or trussand position M1io W on J the Joint Details. U tea otherwise. Referto drawings 160.-2 for standard Plat pa 1 1/1 1/7.016 BC L L 0.0 PSF CA-ENG RTT.�RT'T Alpine. a division or INN Building Components.`,roup Inc snarl not bo reardnsllae for any deviation from this OREGON drawing, any failure to build the truss n conrormanre with ANSI/TPI 1, or for handling. snipping, AN ITWCOMPANY installation A bracing or trusses. /3/3V V-N- ,q TOT LD. 42.0 PSF SEQN— 225789 . oast on this drawing or cover pogo listing this droving, In lostps.00.ptaee0.PT prof pIPtaI.npinwrItp pon.iblllty oddly fbr tho awlpn shown. TM suitability and ma or this are.inp ler any structure is the �/ LY 14,2aArs � DUR,FAC. 1.15 FROM I KE responsibility or Cho building Designer par ANSI/TPI T See.2. `4@����� &751 Rovana Circle '.T SAclaneNo,C.A95828 For more information i:.job's go-Karol „a a peg,.:a SPACING 24.0" JREF- 1VV07175ZO1 ALPINE: vww.al Pi nes .Com; TPI atm NrCA:eww.sbc:i MemtrY..-om, 1:C: vmw.lc<saro.org RnnwyAal(S/7nt'lIl4A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIEENSIONS) SUBMITTED BY TRUSS MFR. (1116066--FOUR D CONSTRUCTION CO. „LOT 25 MEDALLION MEADOWS -- TIGARD, OR - A7) Top chord 2x4 HF #2 110 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC OL=4.2 psf, Webs 2x4 HF #2 •W1, W7 2x4 HF Std/Stud: wind BC OL=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 a 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5= 5X5=- le X5=ie e 8r � 8 3X5/ 3X5 / # `� 10-6-14 (a) (a) W1 W7 0-7-8 0-7-8 n�. — a __ 2:22 1 _L 18-0-0 T 3X7(84)(R) III 1.5X4 HI 3X5= 3X7- 1.5X4 III 3X7(A2) III 3X5= ,,{� —7-4-8— 7-6-9 311-7-10J. 7-6-9 'I` 7-4-8 'I L_ 14-11-1 1-7-10 L I_ 14-11-1 wE 31-5-12 Over 2 Supports 7I R=1367 U=168 R=1367 U=168 RLQ=207/-207 Design Crit: I RC2012/TPN-2007(STD) .'E®PROF PLT TYP. Wave �A. �I" 17A.� RT-_2%(O%)/4(0) '16.01 , J `sd' OR/-/1/-/-/R/- Scale =.25"/Ft. toss Components Ave,Cornelius (503)357- 118 ". FURNI• Menu AND FOLIOS ALL Nulls ON Inns MMIlY I REF 87175- 7'9987 825N 4th Ave,Comehos 01297113 IspORTANT•• FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (� TC LL 25.0 PSF T g,l }hr g, handling, hipping, Installing and brad' 3 Rarer d linty the 1 ted' : f RC51 iIdlg C yw Safety I r tion. by TPI and VTCA) f safety practices prior O DL 7.0 PSF DATE 11/11/16 to p nu Yrc. I nu�, - Instal l _e 'I I t ,,,+rnry brut ng per SCSI. e 1 red I au tog chord hall T' properly ssheattachedpe 1 resthingraint and bottom chord shall have properly t ',ed BC DL 1 0.0 PSF riga B g. c ns hewn applicable. nt late I t x or feta shah hove br las i and p Re DRW CAUSR7175 16316075 A 11.r)) 1 A se De a7 unl ss oteotherApply. R plates to each rete or for ana position as sbo M on 1''L,/1.L J \. p.,Vf the Details,1 1 notes otherwise. Refer to drawings 160A-Z Corset standard piste positions. 11!1.1/2.016 BC LL 0.0 PSF CA—ENG RTT.'RTT �1 Alpine,s division or ITS Building Components troop Incshall not be responsible for any deviation Trod this OREGON drawing, any failure to build the truss n conformance until ANSI/TPI ,, or for meddling, shipping, AN 4TWCOMI NY installation A bracing or Cruses. y' ,p 1: TOT,LD. 42.0 PSF SEQN- 225846 A seal on Wile drawlrg or Sower page listing Si.Cdrawing. Indicates eero oeptsa or pre?sssionel engineeringy �7- responsibility aciely ror the[Weigh shown. The suitability are use or this Crewing Tor sty structure 115 Ste 4„. �Y 14r 2� 0t -- —. — 8351 Rovalu Circleresperebiblllty Sr the&glding Designer par AhSl/TPI 1 sae.1. **en Tao ` DUR,FAC. 1 .15 FROM I KE Sacramento,CA9i.428 fur morc information this job's go,nral „o page a SPACING 24.0" JREF— 1VVO7175ZO1 ALPINE:amw.al Pi mei xa.com tTPlwmx,tpirnt.Sr9, 1YTCA: www ebci Musx,ry.'mom; (.Cfww.iccsafe.or9 Ranouesl/1)'{fV9l1FI —,--- �„ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIBENSIONS) SUBMITTED BY TRUSS MFR. (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - A6) Top chord 2x4 HF #2 110 mph wind, 22.77 ft mean I'gt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2: wind BC 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" CC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= 4X5 ■_ -; E2 Y T 3X5 i 3X5 -,7' \. i W3 W4 W5 .SI' 8f / \ -I8 8-10-14 0-7-8 \ �.''')1 0-7-8 I - _ —rn _18-0-0 T 3X7(84)(R) III 1.5X4 III 3X5- 3X5= 3X7= 1.5X4 NI 3X7(A2) pI 7-4-8— >Ia —5-0-9 2.1< 6-7-10 + 5-0-9- '''< 7-4-8 a{ I- 12-5-1 L 6-7-10 -I- 12-5-1 1 31-5-12 Over 2 Supports >1 R=1367 U=160 R=1367 U.160 W=5.5'i RL=172/-172 Design Crit: IRC2012/TPI-2007(STD) .'iG®PROR PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .►. /1 �`ss' OR/-/1/-/-/R/- Scale =.25"/Ft. "Foss CorntsponenofOregon1503)357-2118 WARNINGI`•RtA&A/Rl IG ALL ROILS ON 11115/MING! 1NPORTI1Nr+ FURNISH THIS r INe TO ALL caNtRACTORs INCLUDING THE INSTALLERS. , V3 REF R7175- 79986 825 N 4th Ave,Comebos o 97 13 1"C I_L 25.0 PSF• Truss rogh .nre in fahrl g. handing, ahlPi g l liing arvi bracing. Refer t and followr19if 8.e294PE DL 7.0 PSF DATE 11/11/16 the latest edit' r BCSI (Building comp Safety Information, by TPI and NTCA) For safety practices prior /I Cu. ng t1 I' i ns. Install -II pr' temporary bracing per BCSI. Unlessnoted co otherwise. 000. OP chordhall properly i t Me I sheathingrestraint and of web chord shall have properly d per BC - BC DL 10,0 PSF DRW CAUSR7175 16316074 f• rigid ceiling, C i shovel applicable.per lateral 1 t nt er wets shall epos bra s Ilbo ear dC' ,4 J sec B3 BiBIGherApply plates to each race Si tors and position above and on 1 1/1��'O1G ' Q,' the J Details, l d otherwise. Refer to drawings 160A-2 for standard pint positions. 2 6 BC LL 0.0 PSF CA-ENG RTT/RTT * Alpine a divisionof ITN Building Components Group Inc.shell not be responsible for any deviation fro,this OREGON drawing. any failure to f tru the truss n conformance with ANSI/TPI ,, or for needling, shipping. �► TOT,LD. 42.0 PSF SEQN- 225849 AN ITW CAMR4NY instal . any a bracing of trusses. . A„s.al on this drawing or Bops papa listing poia drawing, indicates acceptance of yrofWlen•1 VY- y, r pomlbllity solely for the design shorn. The suitability and naw of this drawing for any straactUr.�Is'ithe 4 v;Y�4,�0� fir responsibility of the Building o»lRn.r per ANSI/TRI t s.t,2. ell��� FROM I KE 8351 xovanacsnl. d' . DUR,FAC. 1.15 sBCTaBtlllo,L49ss2s For more information -sjob's general r gag¢ those wrb SPACING 24.0” JREF- 1VV07175Z01 ALPINE: .ai Pi re'tw.com TPI: TPl nst.or g;NTCA wsw.sbci ndus:Y wn, I(C swws.Iccsar¢,arg (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - A5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS DIAFNSION5) S16MIfiT19 pY 1#U MC'fi. Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 110 mph wind, 21.52 ft mean hgt, ASCE '1-10, CLOSED bldg, not latetsd Bot chord 2x6 HF SS •B2 2x6 DF-L SS: within 9.00 ft from roof edge, RISK CAT II, EXP C, wind IC DL=4 2 paf, Webs 2x4 HF Std/Stud :W3, W5 2x4 HF #2: ';9,' :Lt Wedge 2x8 DF-L #2::Rt Wedge 2x6HF #2: wind BC DL=6.0 psf. Special loads In lieu of structural panels use purlins to brace all flat TC 0924" OG. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 67 plf at 0.00 to 67 plf at 9.92 Bottom chord checked for 10.00 psf non-concurrent bottorii chord live TC- From 33 plf at 9.92 to 33 plf at 21.56 TC- From 67 plf at 21.56 to 67 plf at 32.73 load applied per IRC-12 section 301.5. BC- From 10 plf at 0.00 to 10 plf at 31.48 Deflection meets L/360 live and L/240 total load. Creep increAst BC- From 5 plf at 31.48 to 5 plf at 32.73 TC- 600.00 lb Conc. Load at 9.92,21.56 factor for dead load is 1.50. BC- 142.56 lb Conc. Load at 2.00, 4.00,27.48,29.48 `:R BC- 145.22 lb Ganc. Load at 6.00,25.48 if PLATE LATE L4L CHORD BC- 150.36 lb Conc. Load at 8.00,23.48 No SIZE SHIFT BITE BC- 344.01 lb Conc. Load at 9.98,11.98,13.98,15. 19 [ 6] W4X5 S 3.25 17.49,19.49,21.49 C18) W4X5 S 2.25 Wind loads and reactions based on MFRS. 5X7= 1.5X4 III 5X7- g: T2 - R 8 F- 1.5)(4-la - 1,5x4� -4 g 1.5X4!. W3 ' 7-2-14 \ WV \ 0-7-8 \ nee • 8X10(1310R) 4x5(Iz)[s] N3 HoSos_ - 4X5[18]-=,2 5x718-0-0 B2 6X10(8128) • 1 L` 5-1-3 ,L 9-11-1 4-9-14 'IZ 5-9-13 5-9-13 "I 5-9-13 ),I. 4-9-14 I> 5-1-3 L.. 9-11-1 5-9-13 9-11...1 "a' ,I_ 11-7-10 __y_ 9-11 -1 31-5-12 Over 2 Supports 11 R=3399 U=482 R=3490 U=511 W=5.5" PLT TYP. 20 Gau.e HS,Wave Design Crit: IRC2012/TPI-2007(STD) ��,0 P�t4Ft FT/RT=2%(O%)/4(0) 16.O1 ,pA r S OR/- /1/-/-/R/-Comppoonnents of Oregon ((503))357-'118 ••iARXIMGI•• READ AND roma ALL FOILS ON IN15 AWNING! �' �'•'��� OR. /1/-/-JR/- Scale =.25"/I''t, 825N4tttnentsoorneliusOR97113 INFORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, (? TC LL 25.0 PSF Trequire earn in fahrl - handling hlppinn installing and bracing. Rafe to ar. rnllns 40 e. ■■■ REF R7175- 7' 985 the l e0- V f PCS! (Building Component Safety t r tl by TPI and WTCA) for safety Practces Pr,or .-/^• �� _. I)L 7.0 PSF DATE 11/11/16 taachedl 'I1 V mP r b a vis /^' topchord shall t' properly atcac hetlsheathing pry lar'BOSI, U 1 - nd . ,. sI Id I t I she h' g and bo CMTS,shall haveproperly ,ode n t 8313] B,o "`a"^ r Permanent lateral r Pf.eaa=.,all have°raping t llnd r BC DL 110.0 PSF r oted otherwise. R plates drawings 16e o d rd plate h aboan am n DRW C,AUSR7175 1E�316Q46 the Joint Botail unless d Mr."ss. Ra Pel to drawings 160A-Z for standard pla[o p (tions, n 11�11/�016 _ AL,- --71 H Alp rs, a„,ais,Pn of I,.'anl.tling gP�,,,a^�,firnpP Iny e„all not ra,Panelhle far am tlaYlatlnn frn.,t,, 9�/� BC LL 0.0 PSF CA-ENG RT?/RTT AN ITW COMPANY era Tai°®tion E. acing o utrusses, r ^ 'Iformance Itf,AN51/TPI T, or Tor nan0lin®. shippl OREGON . A...I on this Dr..,, or sots Sep listing t,l..rwim. indicate...wpt.nw.f p'oh.slasl�lnNflnp �, ap r TOLD. 442.o PSF SEAN- 225$2 1 �T$(Raana Circle redporslbIl l Y acidly for r tthe design Shown. The.ultaniiity am u.of this drawing the trlttur,is U,. LY 14.20 responsibility ng Designer per ANSI/TPI 1 S.o.2. '�' �'$ DUR,FAC. 1.1 5 stNReRa.ea9sazs mere „farms ,an @��Taft FROM I KE ALPINE:vww.ol prnel ts.com<TPI uwis s fob s ga Torsi r a pages en. those wee .�pinat.arg; wreA W"'flop Mpsp Y°°, ICC,""" Cedfe rg SPACING :24.0" JREF- 1VV07175Z01 i ,.I 41 ti THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1116066--FOUR D CONSTRUCTION CO. -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - A4) Top chord 2x4 HF $2 — 110 mph wind, 23.87 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF 42 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 HF ff2 •W1, W7 2x4 HF Std/Stud: wind BC DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/361) live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5= ;i'. 7. 8 r 3X5�i 777' 3X5 --1 8 • 1,5X4 Q 1.5X4/0 11-1-7 (a) (a)/ /, W1 / 0-7-8 W7 0-7-8 sin ' 18-0-0 T 5X7(64)(R) Ill 3X5- 3X5= 3X7= 3X5= 5X7(A2) Id I i - 5-6-07-10-8 -I_ 5 I0 -0 __1_ 7-10-6-2-14 + 5-2-17-10-6 _I_ 5-010 J- -10-8-6-0 15-8-14 _.L 15-8-14 ,,) F 31-5-12 Over 2 Supports =i R=1367 U=172 R=1367 U=172 RL=219/-219 Design Crit: 1RC2012/TPI-2007(STD) It PRUfiF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .V, 10.�1ATl��`�' OR/-/1/-/-/R/- Scale =.25'"/Ft. "'runs Components of Oregon ((503))357-1118 "MRNIMGI" HFAU AND FOLLOW ALL ROILS W IMS RARING! 9 TC LL 25,0 PSF 825N4th Ave,Cornelius OR97113 TTINFONTANT'e FURNISH THIS DRAWING TO ALL WNtPACtORS INCLUDING THE INSTALLERS. ''• REF 87175- 79984 T M r ra In ngbrl. A handling, oM1 anon installing ,Gray:'n�. Ratsafety p to and Follow rior '/yKl.�,,... L)L 7.0 PSF DATE 11/11./16 the latest - f BCSI (Building C et Safety Informer to TPI pa,YTCSI for U fety practices prior ,4 u p ,y tin:- r properly lams!!elsuctu- provide ng and brace hg per all Unless pared otherwise •,cop d shall p pe-ly hptl strman i al sheathing art of tomweb chord shall have n pinstall BC DL 10.0 PSF DRW CAUSR7175 16316073 t, .eorig 'I-,g. L applicable, pp for e, Applyent lateral restraint of rebs hall have braction s installed d p BC 83 B] Bt0 as pplole, Apply plates to each race or truss nod position on es arlown bo � 11�11�7016 //[I o1j tA., I B ta'I. a tneraae. defer to area,lnfa,eoA-z Ipr®taboos plo a Posltlene n {� BC LL 0.0 PSF CA—ENG RTT✓RT`F �=1 h..r—' AIP^a a Gf al sron cf ITR Bp11E ng Compnnnnte Group Irw:.shell rmt 1»raarnnsl nla f arty Eaa rtfon fro,tbls OREGON drawl ng. any Poi lore to Gulls tha truss n conformance with AN51/TPI ,,or'Por nand ling, sin APl ny' ,C TOT,LD. 42.0 PSF SEQN— 22584 3 AN IT'W COMPANY lnstalg.lati onany A bracing of tressre. y- �0 . A.eel on this dreIrg or cows peg.listing till•drawing, Indicates.00.ptsnee of professionl engineering 4 "L'14,20" 8351 Rovula Circleresporulbl lIty,c!sly for the design,poen. The suitability aid r.e of this Craving for any structure is the �13��f ��•`� DUR,• FAC. 1 .15 ^.. FROM I KE responsibility or the Building Deeignsr per ANSI/TPI 1 Sc.2. Sap,umento,CAo5828 For ma ion , h.job's gcrorei eo page aro t web ALPINE:maw.alpineitw.com information :mvw.tpinst.orgi RICA. ere.saclndustry.coso I,C swee.iccsafe.erg SPAC:I NG 24.0" JRE F— 1 VV07 1 7 5201 Rsnewal 4/3012018 (1116066--FOUR D CONSTRUCTION CO, "LOT 25 MEDALLION MEADOWS -- TIGARD, OR - A3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS m OUENslows) 3iNMIT711R 8w 1SlISS Mf11, Top chord 2x4 HF #2 — 110 mph wind, 23.45 ft mean hgt, ASCE 7-10, CLOSED bldg, not IdMatead Bot chord 2x4 HF #2 :B2, 64 2x4 DF-L #2: Webs 2x4 HF #2 W1, W2, W8, W9 2x4 HF Std/Stud: within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4 2 pfF , :Lt Wedge 2x4 HF Std/Stud: wind BC DL=6.0 psf. .13" due to live load and 0.14" Wind loads and reactions based on IRNFRS with additional C&C mender Calculated horizontal deflection is 0 due to dead load. design. Laterally brace bottom chord above filler with purlins at 24" OC. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live for dead load is 1.50. load applied per IRC-12 section 301.5. 4x5(R) 81 JT PLATE LATEIAL CHORD No SIZE SHIFT BITE 3X5! [ 6] W4X5 S 1.25 [21][20W3X5 1.25 ] W3X5 2.75 R 1.25 7- [27] W3X7 S 1,25 8 1- 3X5 3x51 ' 3X5 O (' a 11-1-7 \'' 71v."7-• W$ 11111111iiiii; :::: W1 0-7-8 /// X7[27]��_7 W2 iWi _ 6 'w� . _ �/`r 0-7-8 T =� 3X7= 1-0-0 62 3X5[20] \ 3X7(64)(R) III 4X5[6]= 5X7= T . 1$-0 2X410 4,9 L- 1.5X4111 / B4 1ty 7-0-0 6-9-12 ', 11-�? 7-3-6 0-0 6-11-8 -9-0 7-3-6 'I` 6-1--0 ,l 2-5-8�i 7 — l.c 15-8-14 15-8-14 13-11-8 "I— 15-0-12 —r-2_5-81 31-5-12 Over 2 Supports— R=1367 U=50 RL=241/-232 R=1455 U=62 W=5,5" PLT TYP. 20 Gau.e HS,Wave Design Crit: IRC2012/TPI-2007(STD) g,EO PROF. FT/RT=2%(0%)/4(0) 16.01 ,►• . SS, ,_ -Truss Com NnentsofOregon (503)357-•118 ••WARNINGI••RLAUMULULLIMALL ROILS ON1xs �- I OR, /1/-/_/f2/- 825 N 4th Ave,Cornelius OR 97113 IMPORTANT FURNISH THIS DRAWING TO ALL c I /RARING! v, Scale =.225"/Ft. DNrRACTDRs INCLUDING TW INSTALLERS 1-C LL 25.0 PSF cher nt- r KS! (BuildingComponent.° sardiy"inrorarapti«, by TPIandrrGA, x f Y P ct c a Prl°rili REF R7175— 7' 983 rf dwd DL 7.0 PSF to P ny U- 11 Safety In,ampuron,by T top hu d shall t properly i achetl I sheathing and h a - , � rigid ceiling. 1. CI shown far Par chord hall h properly to ,e DATE 11/11/16 .4�LJO sec ons 83, B7 B10 s no plates Aare race'or1°bs truss shall he tracing installed p BCS on DL )J'\ 'IE the Joint Detail applicable. e. R fe <n r a position shown above a,u BC 10.0 PSF DRW C,AUSR7175 1f31$045 ' \V' 1 a otherwise. parer in cravings 160A-2 1°r truss plate positions. :4:14 p/+Alpine, andivisionf'ITN Buildintr Yompo^ects Group Inc, shall rot be responsible for arty deviation frau this BC LLAN irwCOMPANY 7-%',g' nnfnrmance ant''I' 1,n 0.0 PSF CA—ENG RTT/RTT al leil on 8pr'ecl ngof tr ussca, r for nandlirtg, ahlPPlrrg, . Aeelnithisbrrawl, tel+rpp gs listing tills drawing IMiosW eocept.ns.of pror`Mlonal. ineerl �/_ r T0T LD. 42.0 PSF8.351 Rovana C haler.epottslDlIlt ShoOn. Th•Sultabllity arm w of fhis tlrwlaW for arty.V"Iltlg.. la qy �/ SEQN— 225812 y of the(Wilding Designer per ANSI/TPI 1 Sen.2. sB�fxiema,cn�5szs °r mnra ,nro ma io SA4 If�a DDR,FAC. 1.15 FROM I KE ALP IbIE:n ...cm: tnl:.Job's g°+oral rro s Pag°en:1 inose nmb s .al Pi uel t..com tTPl w.tPi nat.erg;WiCA:ww,sbcl mimic o ----' y'` ' "G Wee. "'g SPACING 24.0" JREI=— 1VV07175Z01 Renewal$/30/2pt0 (1116066--FOUR D CONSTRUCTION CO, --LOT 25 MEDALLION MEADOWS -- TIGARD, OR - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIA'ENSIORS) SIBMI1TEO OY TRUSS Miff. Top chord 2x4 HF #2 110 mph wind, 23.18 ft mean hgt, ASCE .7-10, CLOSED bldg, not Ioteted Bot chord 2x4 HF #2 :B2 2x4 DF-L #2: within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psi', Webs 2x4 HF #2 :W1, W2, W9, W10 2x4 HF Std/Stud: wind BC DL=6.0 psf. :W12 2x4 DF-L #2: :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C merrier design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load In lieu of structural panels use purlins to brace all flat TC (424" applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increas. No SIZE SHIFT BITE factor for dead load is 1.50. [ 6] W4X5 S 1.25 [27] W4X8 S 1.25 4X5(R) III 1.5X4 III 4X5(R) III 2• h -" 8 F- N. 3X5 3X5Gi 1 - '1 7 10-6-14 • —1 a W9 W1 � 3X5+�� 0-7-81i1 , Z" W10 4X8[27]. W2 Eli - , _„ MU 0-7-8 __.• 1-0-0 3X7 62 3X5= T 1 ..0-o 3X7(84)(8) III 4X5[6]- 6X8= H0508 2X4 III 1.5X4 It 1-3-0 7-0-0 6-9-12 1-1-51-7-10 -t-.a. L. 6-5-9 6-1-12 -3-1 7-0-0 6-11-8 2-8-15 6-3-13 6-0-0 2-5-8 14-11-1 1--7-1• 14-11-1 13-11-8 15-0-12 2-5-8 z 31-5-12 Over 2 Supports —3. R=1354 U=50 W=7.75" RL=229/-220 R=1.469 U=63 W=5,5'1 Design Crit: IRC2012/TPI-2007(STD) ¢E®PR0p . PLT TYP. 20 Gau.e HS,Wave FT/RT=2%(0%)/4(0) 16.01 .00, ;I- SS, ":runs Componems ol'(hegon (503)357- 118 '/ARMIAIOI••arra AND rgliDN ALL ROILS ON nns AMONG! AT w� UR. -/1/-/-/R/- Scale =.225"/Ft. 825 N 41di Ave,Cornelius OR 971.13 1 +TANT' FURNISH THIS DRAWING To ALL came corns IS LURING of INSTALLERS `i � TC LL 25.0 PSF REF 87175- 7' 982 Tr are in fabrl n. t filing, shipping ,m,talline and bra-i A Refer o and follow 832E+4PE • the latest s t a't- 8051 (Building Dope Safety Information, by TPI and LMCA) for safety P prior .... _ DL 7.0 PSF DATE 11/11/16 I w p ty these functions. 1 I I -small I P heath ng and Y C .tl ._ ..,...-. LA+per-fn.-ming C shall l f MI f al.Sl U I - noted 1 properly-IY b d 1 sheathing and Cat trod troll properly to -,P • • rigid ceiling. Locations how per lateral esttraint f s ll have bracing install..per acs BC DL 10,0 PSF DRW CAUSR7175 16316072 A LTL — I� a aeato e a nn — ' Ol^ i the 8D3 8JL 810, a noted applicable. APOY NI h r t d p 'tiff bore,above auo 0 11/11/2016 J p Inc,shangsll 160A_Z f,respns standard plate positions.iatiBC LL 0,0 PSF Alpine,wi division f ITN build th ng truss nts cooupnformance Inc.with n 1.be responsible for any shipping. ripping. from this OREGON CA-ENG RTT/RTI' drawing, y failure o bulla tow tans n cor formance w'ch ANSI/TPI T, or for handling, ns pp nil. AN irwconnaarrr installation bracing of traa.a3. /s yy• C TOT•LD. 42.0 PSF SEQN- 225820 . Aon his drwing or.over peg.Iluting TI',.•droning, Lnaicete.accepts dr of profession.'englnwIt ng (e VCy 140,a0� responsibility at Lely for the dsslgn stein. The suitability and Imo of this drawing Tbr any atr dura in the �(� feo 8351 Amara Circle responsibility or t,.Building Dwlgner pen AMSI/TPI 13x.3. �i ��Ta ` �- S n DUR•FAC. 1.15 FROM IKE SacrmneNo,CA 95328 ray more informationtwo job's general notes page:a —.. - ALPINE:fraw.alplitelta.com; TPl:aww,[Pinat.ors;1YTEA: aww,abclrNustiry.coma; IX; ww,«aafa.,,-g SPACING 24.0" JREF- 1VV07175Z01 Renewal 3W2098 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIVERSIONS) SUBMITTED BY TRUSS MFR. (1116066--FOUR 0 CONSTRUCTION CO. ,-LOT 25 MEDALLION MEADOWS -- TIGARD, OR - Al) Top chord 2x4 HF #2 110 mph wind, 22.35 ft Mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 :82 2x4 DF-L #2: within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud wind BC DL=6.0 psf. :W3, W4, W6, W7, W8, W12 2x4 HF #2: :W13 2x4 OF-L #2: :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions,. based on MINERS with additional C&C member design. Calculated horizontal deflection is 0.12" due to live load and 0.13" due to dead load. (a) Continuous lateral restraint equally spaced on member. In Iieu of structural panels use purlins to brace all flat TC 0 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 7] W3X10 S 1.25 [28] W4X8 S 1.25 1.5X4111 5X5(R) Ill 4X5(R) Ill ;l - n T W4 . '''''''',.„..,.....„..„:„..:(5 � 3X5�i W6 W3 'II , w8 8 w7• ''''''N'N'''''''''' '' :;;1 4 �\s (a) \ 3X5p� 0-7-8 /i III - -- s �� _ter/ 1-0-0 62 3x5- 4 !Alit — 3X5= H0508 .-. q ' 18-0-0 1.5X4 III 3X10[7]= 1,5X4 111 3X7(84)(R) III 8X8= 4X8[28] 2X4 III 1-3 1-4-11 7-0-0 5-5-1 5-3-5 -8- 5-2-15 5-2-15 3-9-13 6-1-12 6-0-0 ��2-5-82 12-5-1 _I_ 6-7-10 `I_ 12-5-1 __ ›„ 13-11-8 ��— 15-0-12' -T-2-5-8 wE 31-5-12 Over 2 Supports >" R=1354 U=152 W=5.5" R=1469 U=175 W=5.5" RL=193/-184 Design Crit: IRC2012/TPI-2007(STD) ¢E®F ROp _PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) R6.01 .P Cid s'i� OR/-/1/-/-/R/- Scale =.25"/Ft, russComponents ofOregon 003)357-1118 ..IUMNINGI WAD AND FOLIO,ALL NUItS 1w IRIS AWNING! 825 N 4th Ave,Cornelius OR 97113 IMPORTANT"" FURNISH THIS DINNING TO ALI.=narrow;INCLUDING TIE INSTALLERS. /,�` `i 412:104E.4_ 32 4?E�� TC LL 25.0 PSF REF 87175— 7 981 T s s ren, Ran Be in ngnC n soronyi shipping, installing and hr or Sa Rarer no follow !MR/.oaisf"°":. .. _ DL 7.0 PSF DATE 11/11/16 he latest edition of strowo cars(Building fa C qa Safety Information, by TPI and RCA)a r sa Pety pr Les l or u performing t terry.attached -n-II provide temporary Loma ny shall Unless noted otherwise, to Chord shall r property n``h p° 1 sheathing res r an°bottomoo`to' hall n p p l l ` ° BC [)L 10.0 PSF DRW CAUSR7175 16316071 rigid ceiling. Locations Chown tor pe lateral resirelnt of wen shall have bracing installed p BCS oljl il11r2016 83, 87 810 s applicable. Apply Plates to each race or trussd position how, bo W n A lj) the Jolant Li Iron I ss nota°other. R r to°swings 160A-Z larM °pl P° te i a BC LL 0.0 PSF CA-ENG RTT/RTT * Alp n e div or ITN Bd the>8 Compsnoco conformance Inc snail rot bw!e r than handling, try°v ngl n from this OREGON drawing, any Failure Co build the truss n coo Pormence w-th MSI/TPI 1,o ndll'ig, she PPl ng AN RTWCOMPANY installation&bracing of trusion. '1) ,Z, d, a TOT;LD. 42.0 PSF SEQN- 225818 . A wl on till.o Ing or cover pogo listing bsaop ills oring. ;flown.. ot.NN of prof ol.rrl angineer�ng 4 LY 14,20 0 •. 8351 Roma Circle responsibility wisely Buildinfor g Bulgy per A Sl/T 11nlStitZ..d,se of thla..Pawllg Tor any wlra.tar.In the sSell all 4,/. DUR FAC. 1.15 . FROM I KE Sacramento,CA 95828 For mm Ian is job's ynnorsl .pea pogo waa SPACING 24.0" JREF- 1VV07175Z01 ALPINE .alpine ta.comtTPI' tpinst.org,&TCA,wov.sbc ndu y m, 1 CS www.iccsare.org. Renewal6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1116066--FOUR D CONSTRUCTION CO, -LOT 25 MEDALLION MEADOWS -- TIGARD, OR - A) Top chord 2x4 HF #2 :B4 2x4 HF #2#1&Bet.: 2 COMPLETE TRUSSES REQUIRED 2 t Webs 2x4 HF Std/Stud :W4 2x4 DF-L Std/Stud: Nail Schedule:0.120"x3 min. nails :W1O, W11 2x4 HF #2: Top Chord: 1 Row *12.06" o.c. Bot Chord: 1 Row 0 6.75' o.c. Laterally brace bottom chord above filler with purlins at 24" OC. Webs : 1 Row * 4" o.c. Use equal spacing between rows and stagger nails Special loads in each row to avoid splitting. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 4" o.c. spacing of nailsperpendicular and parallel to TC- From 67 plf at 0.00 to 67 plf at 9.92 grain required in area over bearings greater than 4" TC- From 33 plf at 9.92 to 33 plf at 21.56 TC- From 67 plf at 21.56 to 67 plf at 32.73 110 ipph wind, 21.52 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 10 plf at 0.00 to 10 plf at 13.96 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, BC- From 10 plf at 13.96 to 10 plf at 21.56 wind BC DL=6.0 psf. BC- From 20 plf at 21.56 to 20 Of at 29.02 BC- From 20 plf at 29.02 to 20 plf at 31.48 Wind loads and reactions based on MWFRS. BC- From 5 plf at 31.48 to 5 plf at 32.73 TC- 600.00 lb Conc. Load at 9.92 Calculated horizontal deflection is 0.15" due to live load and 0.16" due PLB- 142.56 lb Conc. Load at ( 2.00,18.04), (4.00,18.04) to dead load. PLB- 145.22 lb Conc. Load at ( 6.00,18.04) PLB- 150.36 lb Conc. Load at ( 8.00,18.04) In lieu of structural panels use purlins to brace all flat TC a 24" 0C. PLB- 344.01 lb Conc. Load at ( 9.98,18.04), (11.98,18.04), (13.98,19.04) (15.49,19.04), (17.49,19.04), (19.49,19.04) Deflection meets L/360 live and L/240 total load. Creep increase factor PLB- 1589.03 lb Conc. Load at (21.56,19.04) for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 5X5ee 1.5X4111 3X5= 5X5= [ 6] W3X16 3.75 L 1.25 [12] W1.5X4 S 2.50 p . : [21] W3X5 3.00 R 1.25 [27] W3X10 3.23 R 1.25 $ r 1.5X4 -1 8 T3 3x5[21]* 7-2-14 3X10[27]4 4110. W10 0-7-8 W _____1C `lI� 0-7-8 =mem -� ff 3X5= 1-0-0 5X5 W11 1 :ii.- T lI T 4.5 L_ - T 18-0-0 5X7(63)M- 3X16[6]= 8X8- S50514= 1.5X4[12] III 1.5X4 III 173-2 5-1-3 1, 4-9-14 3-10-11 .._1,_ 3-9-10 a c 3-11-6 . 7-7-5 ...1.,____2-3-__12.,j 9-9-5 4-2-3 I 3-7-14 I 4-1-2 r 7-3-13 2-5-8 H 9-11-1 11-7-10 �I, 9-11-1 J 13-11-8 �I 15-0-12 -I-2-5-8 1 lac 31-5-12 Over 2 Supports R=3519 U=616 W=5.5" R=3533 U=683 W=5.5" Design Crit: IRC2012/TP1-2007(STD) SO PROF4' PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01 ,► �Ir `rS� OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (5U3)35',-?118 "WARNIIIIGI RAD AND FOLLOW ALL MOILS ON IRIS ARMING! ��' �NC eke OZ t TC L 25.0 PSF 825N4th Ave,ComelmsOR97113 wa11&ORrANT11 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. . fffA I REF 87175- 79980 T roau'r t.ass are,n fakir ..-ng. handling. shinning, installing and n - 1. Refer follow 'ter 8a�.LD^rPE 9 CM latest a aofrBCSIf(Building Component Safety Information, byTPIand MTCA)rafor safety practices prier AC ,..wow". ' IX 7.0 PSF DATE 11/11/16 u p - nub Lunn. Installers 11 provide temporary bra..ho pe'BI.SI have Unless pr properly t -._. to a nail properly n for pe sheathingrestraint and of tomweb pin shall a a properly pe Tire BC DL 10.0 PSF DRW CAUSR7175 16316085 rigid _1_n9, o I .gown e. Ureteral Y webs sell havebracing installed per BC' • ry ,W*4116 �• 83 B] Bn0 ppl ale. Aapply plates h race of Tru d position as mown and on Illi 1�2O It) ' the Joint Details unless d otherwise. Refer to drawings 160A-Z for standard lane tions ����Jha p ny BC LL - 0.0 PSF CA-ENG RTT/RTT Alpine a y division of ITN Building t usspoGroup Inc snail t be nor for baa for ens deviation from this OREGON drawing. any 8 bract to fora the trews n conformance with ANSI/TPI 1, or far handling, shipping. • C. TOT.LD. 42.0 PSF SEQN- 225824 AN tlTW I;.AMA4NY installation a bracing of trusses. yIn• ,p . A peel on this drawing or Doer pogo listing thio drowsing, Indlostss.o.spt.noe of prefaeslonel engineering VI.Y 14,2"_ ` responsibility solely for tris design shams. The suitability and use of this erring for aro.trudture le ten S ��� �� \ DUR s FAC. 1.15 FROM 1 KE responsibility of the Building Designee per ANSI/TPI 1 See.2. V 8351 Ra�aOT C;timle -.. SaawneMb,CA 9ss28 For more information this Jobs gc,arai no pogo and t web SPACING 24.0" JRE F- 1 VV07 1 7 5Z01 ALPINE www.alpinetw.com; TEl sew.tpinnt.org, 7TCA ww.sec eustry.vaom: ICC:s ww.,ccsote.org Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 V VO7175Z0111144251 Truss Fabricator: Truss Conponents of Oregon Job-Identification: 1116066--FOUR D CONSTRUCTION CO. -LOT""25"EDALL ION MEADOWS -- TIOARD, OR Model Code: IRC;;IBC Truss Criteria: IRC2012/TPI-2007(STD);CUSTON/TPI-2007(STD);1BC2012/TP1-2007(STD,�p,��PROF Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, Truss Design Loads: Roof - 42 PSF 9 1.15 Duration `y' GINS4. 0 Floor - N/A 8s2saPe '�` �y Rind - 110 NPH (ASCE 7-10-Closed) Notes: 1. Deternination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of4 '7iLrla,ao ie.record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 S$e,g Ta" Details: BRCLBSUB-11530EC1-GBLLETIN-GABRST10-11515EC1-HIPFRAE- 1I;I1l2+ Submitted by ITT 14:41:36 11-11-2016 Ieviioser: RTT $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 79980--A 16316085 11/11/16 39 80018--SJ3 16316068 11/11/16 2 79981--A1 16316071 11/11/16 40 80019--SJ4 16316082 11/11/16 3 79982--A2 16316072 11/11/16 41 80020--SJS 16316069 11/11/16 4 79983--A3 16316045 11/11/16 42 80021--SJ6 16316070 11/11/16 5 79984--A4 16316073 11/11/16 6 79985--85 16316046 11/11/16 7 79986--A6 16316074 11/11/16 8 79987--A7 16316075 11/11/16 9 79988--B 16316047 11/11/16 10 79989--61 16316048 11/11/16 11 79990--C 16316049 11/11/16 12 79991--C1 16316050 11/11/16 13 79992--C2 16316086 11/11/16 14 79993--D 16316051 11/11/16 15 79994-41 16316052 11/11/16 16 79995--E 16316053 11/11/16 17 79996--E1 16316054 11/11/16 18 79997--E2 16316083 11/11/16 19 79998--FG1 16316055 11/11/16 20 79999--G 16316076 11111/16 21 80000-41 16316077 11/11/16 22 80001--G2 16316078 11/11/16 23 80002--X 16316056 11/11/16 24 80003--X1 16316057 11/11/16 25 80004--C61 16316084 11/11/16 26 80005--CJI 16316058 11/11/16 27 80006--C32 16316059 11/11/16 28 80007--CJ3 16316060 11/11/16 29 80008--CJ4 16316061 11/11/16 30 80009--CJS 16316079 11/11/16 31 80010--CJ6 16316062 11/11/16 32 80011--CJ7 16316080 11/11/16 33 80012--EJ1 16316063 11/11/16 34 80013--EJ2 16316064 11/11/16 35 80014--EJ3 16316065 11/11/16 36 80015--EJ4 16316066 11/11/16 37 80016--SJ1 16316081 11/11/16 38 80017--SJ2 16316067 11/11/16