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Plans (258) ° 0 X 500000 -I o o Q _ orpr C G) =73 0 rrrr- r- 0 a) j 7-,Z.: -, -p O n II II II p) r CO ..... ..........:40iit - � N Q � o �1rm C N n II " Q n o cm Cn N N -71111111 O � — 3 cc) N O 3 N C Z O ‘400 33-02-08 / / 0 0 N VI n n n na n np n n n �t I c L L. G / n\ 0, rn o Ln 0, o_ o,:, oA o o, \ O) I N _ 70 O a :08(60 �N C5 Zr7 O � mZ I 6-00-00 J 606 up / / rn Z I- C JB07 X, n I , cn m C a JB08 D o e b a e a XI N HGUS28-2 13 A01 Z— r o. rvm _ .,r - a p Z C N m O ,No > H 01 0 Cl)ni0 I O r xi i m a D - , > -I111 CD 33 z > r K I CO C co 00w 00 M t.0 a v + c r ( 2 C O C N H v r) V . ., <. 1 71 NJ .., , .. gym-_ - , 0 A04 Z -o 0 a�. — A05 Z D • e tiJ e 0a 1 - A06 a m C .C. O JB04 rn JB04M di 00 JB03 JB03 Z C r 0 1602 JB02 Z 0 A _ m m JB01 JB01 (n V) lJ VIR Cr) to to C) H ao CO ` CO CO co ao 0o ao g co co co 0o W ao (n o._ o` 0 0 0 0 0 0. 0 0 0 0 0 0 0 O ,s F1/ N\' WG i—V NC" W` � U'I J?0 WI N17 F1� w\ N� i-e / �, r- a ts m o 31-02-08 =�' °"0 ,i t H / o / / f': -,., ..t.'"" ? � -4 „,„1,10 33-02-08 � C 0 Buikiers 5350 SW V 1 07th Ave THIS ISA TRUSS PLACEMENT DIAGRAM ONLY. Beaverton OR 97005 These trusses are designed as individual building p DATE: SCALE: components to be incorporated into the building design Aat the specification of the building designer See the ��rst � i�i Phone: 971-371-5971 8/7/2019 NTS individual design sheets for each truss design identified BUILDER: SALESMAN: QUOTE#: on the placement drawing. The building designer is responsible for temporary and permanent bracing of the Black Sheep Const Louis Swing roof and floor system and for the overall structure The design of the truss support structure including headers, PROJECT: DESIGNER: Man/carmen JOB#: beams,walls,and columns is the responsibility of the SW 125th Remodel 1908530 building designer For general guidance regarding Altamirano bracing, consult "Bracing of wood trusses" available ADDRESS: from the Truss Plate Institute, 583 D'Onifrio Drive, Tigard, OR Madison,WI 53179