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Plans (8) BUP2018 -00096 ( 1/2 ) 6,1 6.2 6.4 6.6 6 8 6.10 6.12 6.13 6.14 25048 43.9-12 33403 23-5-0 33-10-8 23-5-0 33-103 143-8 _ - 43912 11 Roof Truss Submittals: 3/5/19 eI mBe a. ab]n%, Redlines: 4-12-19 / mallre Br an..gsllzon%31 / BIYH1YINauw Blurt y,8691 Blmp RM pMapgyl]m SHxt a Iml}y pyplvspyllxm%)1 995se'& xms (m 1 BKKtlryb/pIv.B4i2m% Tiw BloN^B 4hu9m 9&911 TJ VIlI_ \\ Bwry - 6Y1PYd] EpMS DMaII]m%31 bMDIRm%31 GBq bypM,s Mlim _ 11100111,INMIx 6A M9031 EJ2 / \\ � �� \�\ �__ I � T1uf I3cdJry MalBm%T(YO 30) Tam aomlm Bnaleon%x113eB111 \\ EJ2 � Tv el«nneBmuem s6911 aB11) ms lam EJZ 11Bgry)BB4 Blawg—___ l ear)BB4 eau�.B EJ2 I TrusBhbq MYlam%.311 xI0g1) EJ2 _IBay)BMB4l]1q ___(loar)BBaeawlq� (5 15132 Ito M)BBa even ISar1 - EB4 — EE4 � 8B2 E04 SB2 _ HIM Ea4 EJ2 EJ2 09 EJ2 EJ2 fr pS$ EJ2 $ i $ E x EJ gS' pB EJ 4 q EJ2 1. III $ $ 5 € 421 16 EJ21 B fr 5 S m q EI2 $ S m $ $ 31 J a ! $ S !21611121 EJ1 EJ1 LI HG03 $ EJ1 MS6 8 MSB 2 = F E 1 EJ1 4' o o a o v a f E FGB " o " o " a a $ r o f o i n 6 0 G EJ s" "sss' EJ, EJ1 I I z FG01A z 'x _ $ 4 I I I EJ1 LU I I 6.B EB2 G WG9 __ _ WG6 WG x s W I ®cl n G3A tl G2A I WGt \\ EB2 IrTm I u..1 JIM..ao i u. ® T3p clre.rT r. Y � ISavl%xel.aa,4 ISPYIFffi Bbtl,l19// iM MEp IMpYI m% T Pv 14m NOa T1us %.T FV 4m � a Amlkkkkkr4mm p p E 0 4WITm 1 p Isavl Bs,elolaro _ EBI \ WGB WG] p _ _ WGB qq WGS MS1 zs WG4 p J WG3 a WG2 WGt Is EB1 �- 6.0 I I I I FG02A - e I S — - A I I EJ-1 9 Q EJ14 Q E1 EJ1 !- S EJt EJ1 J W EJ11 EJ11 _ FG02 EJ1 I I = �0 � a All ^ n fr ppfr 6 a U0 EJo I � EB 0 0 a o v a a a a I Qo � I d EJO EO EB3 EB3 _ S81 �� EW �� SB1 EM __- EB3_` tEJ11 set �ms IxBBell 8- B pH) in.npmlrq Beullem%3113tl1pt1EJ01 T,w / e eloyLq Oy CMsfB4Bxm%], Y%tl1g EYpMSLWlxpn96'B .ggaMe WYIZOn%x1 BM.iJ1gb/Btle2 Mellzm%3t - i" Blsdllg bypMe 6ltllxm%31 el �., BbWlty Wplw.ulsl]m%31 / 1eMpn.apwl]m%at w8alptygb.Blulxm%31 ....BI dl1..Be.a]a1su1 - m emaro Walla Bl.11xm%31 Low Side(2'•0"Truss Heel Height) ( Height) Ll ,....Bktlllq EY aMn Mtll]m%3, ' Low Side 2'-0"Truss Heel HeI ht I 43-9-4 1433 33-10-8 2-" -_ _- 3310-8 235-0 _ _3310-8 i 43912 250-4 8 6.1 6.2 6.3 6.5 [6.7 6.9 6.11_ 6.13 6.14 1 Pacific Lumber & Truss Time Frame Inc. Engineered Roof Truss Loading: 25 Snow Loading Top Chord 10515 SW Allen Blvd. The Fields Apartments 11 Top Chord Dead Load Apartments 0 Bottom Chord Live Load-(10 psf Live Load Non-Concurrent) Beaverton OR 97005 Building # 6 NORTH 9 Bottom Chord Dead Load (503) 858-9663 7670 SW Hunziker Road 360/LL&240/Total Load Deflection Tigard, OR 97223 ONO EXCEPTION TAKEN Drawn By: KT SEE NOTATIONS Job # 21367-6S ❑ ❑ REJECTED ❑ REVISE AND RESUBMIT ❑ SUBMIT SPECIFIC ITEM ❑ RETURNED WITHOUT REVIEW THIS REVIEW WAS PERFORMED ONLY FOR GENERAL CONFORMANCE WITH COV f��CE THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH h THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.MODIFICATIONS ll OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THIS REVIEW DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.REVIEW OF A SPECIFIC ITEM DOES NOT NECESSARILY INCLUDE THE REVIEW OF THE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT.THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL DIMENSIONS AND QUANTITIES, INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS,AND City of Tigard CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES.THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE WORK OF Approved Plans ALL TRADES AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. Bye Date 4 ENAYAT SCHNEIDER SMITH ENGINEERING, INC. 7270 SGV 0Ay' ztke - BY: Wahid DATE: VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4