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Plans (14)_ — —Ir— --I —I co --I --1 7r1 Co cnD — D —.1DmzC� —ICO -� D --I GO —IZD -rl rrEio mumu ODo > my -1zu) r XI -01— m > Omm �Jr 70CHOmn r- - - - cn v I- 0 (nr- T7p r c oO < c � � Dr cm2 mr 0 QQcn - o o � 1- zZ Hr- pyry (n tJOm -I OOpzn W -vm °m° oCO 0 v v a o 11 11 11 11 � Dpz HHS GlcmCp � � v-0 c O _< = mz zOmc � O� -I co c � ccri 0OD oomCnoZ � mu � Doo � mzr= mp � � w - -I - � � ;:j. HI mcg c � * —I01- 0 > � _ cmc �� co v, foo, m m- � -0 � � z � = run 0io cnoozo o � wzmx � rn y II o (CD m � mwD mc0 - (nz � -n zm —ID i = a mm �73 O -Di6, � � � � r (mnDroO � Oo (Xi� Nm -< m 0 Z COQ m � Da. o , m = 0 r � � � � � c�i) o0 = * z C) zpc � mM � � D CO Oz Z Int Z (n Mr- H —I oOpm mc � � G) v o (nmoo O o � z < z —I (-) _< � z m O m H mm n Ti zHHO OH mm a 0 m O E .'< Q 0 111 C l' —I r 0 O x Z O ov 12 0 oxi = 70 mi 0 o m y c D -I y P 52-00-00 0 in. o -1 II CO x -0 21-09-00 3-11-00 17-04-00 5-00-00 1a,3-04-00 ,i, I— ,- m z an m o 1 -.1 2-1(1-00 6-3/4"x 18"(FLUSH) I 200 00 m O _ - - v-E"--E---A- --fir- -- v Ea 111.Ln A 9 $ r I cnI x1 1 3/4" x 16" o 0 m FT13(5) < T12(3 . °' (FLUSH) 71 Eri - mi o M a 1 1 2-00-00 .,� m i" I alp 1 co 0 1 Xi M o mon-04 s' nn ' C Z " " U) v T1 1 1� 1 1 rt N I - U) 1 A C ---`- - .____-__- "r" ........ '`— © ____ _— — 5 x N O Cn 1 — — I _ i. D IOi r .P= I . a - —� O I-} h '2 1 r"- 8 Xi . m I ° � a 1 A OD 1-0 -O$ r �.--, J m 4 __— —_ m - D II 'I C 3 i'°-- � 9 ZU) M 8 5-1/4'x 16'(FLUSH)-a-- „ „ T �I_. -1:)--' 0 I l -1 -i A 7 pp 8 Iw (n o 0 0 0 1 5-(11 2"x 16"(FLUSH) o 2-00-00 v, �` g N w ch v x t� FZ 0 o I T0 3i 3 a �T04(3 .. <I •� � , — Z vw T= rP � - p = 0o y nC x y1 1 3 m -0 C5-1/4"x 16"L L N w o A N � N v X O N r N o xO x _ _ Yl ;":3 r' m x. to Op m mO = r A _ at N O vTZ 0 3 m P1 V OO 4O to rZ N A 00 3-1/2"x 16"(FLUSH) \ Z tI s- 7C1 O Start Layout > I mXI 0 / i 24"OC 12-00-00 19-09-12 7-08-08 I 12-05-12 4-06-00 m IOM OM �', / T i CJ � 56-06-00 Z C i rC� r 0 m $ m U No Exceptions Taken Z7 Butler Consulting,Inc. 1; Cl) ❑ Make Corrections Noted m El Revise and Resubmit CgXI D Pr 7J EI Rejected B /, rn M ✓' H This review is for general conformance with the design concept and er 0CC 0 U) contract documents. Corrections or comments made do not relieve the M 0 contractor from complying with the plans and specifications. Contractor is CD—I gp r g C responsible for: confirming and correlating all dimensions and quantities: ZG ry 77 means,methods and prodedures of construction;coordination of the work ->. c� 0 with all trades and complying with the contract documents. 3) LAID m Z® Qi M By: Mark Butler Date:3/18/19 C cn c Ave'. Bu! 5350 SW 107th A - - THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. Beaverton,ll O R 97005 Tlnese tnrsses are designed as individual ruilding DATE: SCALE: components to be incorporated into the building,design ihk,A FrstSOUr 3/15/2019 NTS at the specification of the building designrer tee the Phone: 971-371-5971 individual design sheets for each truss design Antified - - - - - - -- on the placement drawing. The building des finer is - - QUOTE#: BUILDER: SALESMAN: Mark Bartholemy Jody Platta B1900832 responsible for temporary and permanent bracing of the roof and floor system and for the overallstruchre. The design of the truss support structure including readers. PROJECT: DESIGNER: Marycarmen JOB#: beams,walls,and columns is the responsibilitl of the Chehalis II - Floor building designer. For general guidance retarding Altamirano bracing, consult "Bracing of wood trusses" a vailable ADDRESS: -_-"- -_""""- --" --_- - -- - from the Truss Plate Institute, 583 D'Onifrio Drive: Tigard, OR Madison,WI 33179 < o 71 x „ c norm coo - � v -* o prpr C G� p • billr*vP c cnrrrrr m CC) D- 11 11 11 11 r CO 111111 a �II o � ~ � C ♦� N ,A — ii cn N _5. \ IIM 110' N N if DI svZ O XI Xt. z O 0 r o m z Cl) O I a C A m C 52-00-00 —I 0 D p / 25-08-00 23-00-00 /3-04-00� m m i . _ r Z I— 8-00-00 r ck 4 N 'Foli9), __ 0 0 .s0� \ Z N Vf V i - \ O 2-00-00 ott ti` o� G D G _ A . 2-00-00 PO PO �7�`IVA � JFO1 6 y I JAO1 D D D D D D D D D D D D D • JFO2 0 O O O O O o O O o O O o �-+ -. �� o N W A o o v o Vi 0 o CO O Cr, LC, N 8 r 73 JA02 U46(3 -.113•6 ffriv 4- J F03 2-00-00 ss- NJ O JAO3 J-_ o JA0�4— X99 I 0a� 2 o%o Jc01 o Z m t A.. w wy N ® o JC03 v JA05 i _/ till O H *I-- �JCO4 N Z C JA06 4. • t. ! o JAO7 0�" y 4o Jcos r 'Pr 1 c4• ,a= g Laos I _" ' 1 o6 00 °r � ti° c owo �_ . i• JC03 0CO ( �I1,;01 0 oIF i JE01 0 M 1g09 J MU526 3) w N 2-00-00 a JA 8 �l•7: