Loading...
Plans BUP2018 -00093 F111 3.2 3.3 134 62-0-0 26-0-0 18-8-0 17-4-0 Roof Truss Submittals: 3/07/19 1st ** Redlines: 4/12/19 " Changed Truss Loading Blructurel Fascia(Need RFl to Clear up) Tru-overhangs Held bock 3"for Double 2 x 10 rmde m FTT 00 c� 07 Cl) m co m _m co _m m co _m m co m cT co cT co m 0 co M c� ¢ N E jjAJI10 @SIIAJ15 ' ¢ Q ¢ a asN s A02A-G A01A-G -� Lim � A02 z -- - A01 C xa w x Y TetteY E gT c A02 m m c A01 t) to 2 Oe c a0 m n -— VSit A02 m m n A01 N C m m m N - -- - to 7 A02 aTM A01 i x $ Tees S A02 A01 go — to L 7eFb f4 A02 A01 11 3.B A01 N T11H A02 3 a A01 = TM G 0) Aoz � - � � A01 _ TBE6' A02 c0 to e m ? A01 2 0 _ N BS TI - -� � EV N 0 - A02 a< m N of A01 W Till rm11 x �o W _ _ m C) A02 A01 fn p a rn g x o _ TBE6 A02 A01 m A02 - A01-G AJ9 A03 v 1 3/4" x 9 1/4" OUTRIGGERS a U) BY OTHERS _ c9 AJ8 r 0 a of m o yr (6 n N A03 C A03 '¢ a '¢ ¢ a a 3•C d. see Detall4 on se.62 2x Drag Truss(165 plf) A04A-D — s A04 - q • e cc � s A04 IFIllin2x10'S @ Site � 2 A04 Structural Fascia(Need RFI to 71ear up) 0D Truss overhangs Held back 3"for Douh e 2 x 10 Fascia A04 6-0-0 Time Frame Inc. to Curter of HSS Seem A04 The Fields Apartments _ — A04 Building # 3 ( Clubhouse ) - A04 7670 SW Hunziker Road - -- See Detail 4 on 58.62 2x Dreg Truss(110 pit) A04-D a) Tigard, OR 97223 -- A04 a Job # 21367-CS A04 E v a) N n m v A04 (n Pacific Lumber & Truss Aoa = 10515 SW Allen Blvd. ONO EXCEPTION TAKEN SEE NOTATIONS m 3.E A04 Beaverton, OR 97005 REJECTED REVISE AND RESUBMIT - x y (503) 858-9663 SUBMIT SPECIFIC ITEM RETURNED WITHOUT A04 N . Drawn By: KT REVIEW LL A04 "- p THIS REVIEW WAS PERFORMED ONLY FOR GENERAL CONFORMANCE WITH _ THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH w g� A04 ,� THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. MODIFICATIONS v x OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THIS REVIEW DO Engineered Roof Truss Loading: 25 psf Snow Loading d 42 psf Top Chord Dead Load ( includes Green Roof) NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE x A040 psf Bottom Chord Live Load ( 10 psf Live Load No REQUIREMENTS OF THE CONTRACT DOCUMENTS. REVIEW OF A SPECIFIC " . a° 10 psf Bottom Chord Dead load ITEM DOES NOT NECESSARILY INCLUDE THE REVIEW OF THE ASSEMBLY OF a WHICH THE ITEM IS A COMPONENT. THE CONTRACTOR IS RESPONSIBLE FOR A04-G LL: 360/LL & 240/Total Load Deflection VALIDI CONFIRMING AND CORRELATING ALL DIMENSIONS AND QUANTITIES, = g TY OF PERMIT INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS, AND LL v AJ23 c� J16 r a Includes Sprinkler Loading THE ISSUANCE OF q PERMIT CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND ° Of Q N N cel N m °D •g `o BASED ON CONSTRUCTION PROCEDURES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE WORK OF < < < < < =� ' : DOCUMENTS AND OTHER ALL TRADES AND FOR PERFORMING ALL WORK IN A SAFE AND Hr Q Q Q Q Q Q Q �Q Q 'e ® g OFFICE COPY DATA SHALL NOT PREVENT SATISFACTORY MANNER. AoGa 2 , THE CODE OFFICIAL FROM ENAYAT SCHNEIDER SMITH QG� Fill in w/2x10's @ its e i- REQUIRING THE CORRECTION �55OVB F..1. OF ERRORS. OSSC 105.4 - (HeetlaFltoClearup) ENGINEERING INC. Held back 3'for Double 2 x 10 Fascia 'J 6-0-0 City of Tigard to Center of HSSBmrrt Approved Plans BY: Wahid DATE: Bye- nate 9 S� i 26-0-0 B U p ao 1 8 - ©o 0 93 3.1 3.2 -77 ?v SLk) H kNz �1�s