Plans (9) BUP2018 -00091
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1.1 1.2 1.3 1.51 rf-71 Fugl 1.10 1.11 1.12
208-6-8 _
33-4-4 23-5-0 33-10-8 23-5-0 23-5-0 14-3-4 23-54 33-4-4
Roof Truss Submittals: 3/22/19
Low Side( 2'-0n'Truss Heel Height) " Redlines: 4-10-19
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208-6-8
1.1 Time Frame Inc. 1.2 1.3 1.4 1s iia i.io 1.11 Pacific Lumber & Truss 1.12
The Fields Apartments Engineered Roof Truss Loading: 25 Snow Loading Top Chord 10515 SW Allen Blvd.
11 Top Chord Dead Load
Building # 1 0 Bottom Chord Live Load- ( 10 psf Live Load Non-Concurrent) Beaverton, OR 97005
7670 SW Hunziker Road NORTH Bottom chord Dead Load
3 Load ❑ SEE NOTATIONS (503) 858-9663
Tigard, OR 97223 360/LL&240/Total Ld Deflection NO EXCEPTION TAKEN❑ REJECTED REVISE AND RESUBMIT Drawn B KT
' Job # 21367-1 S ❑ y
❑ SUBMIT SPECIFIC ITEM ❑ RETURNED WITHOUT
REVIEW
OFFICE COPY
THIS REVIEW WAS PERFORMED ONLY FOR GENERAL CONFORMANCE WITH
THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH CM OF TTGA .D
THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. MODIFICATIONS REVIE FOR CODE COMPLIANCE
OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THIS REVIEW DO
NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE Approved:
REQUIREMENTS OF THE CONTRACT DOCUMENTS. REVIEW OF A SPECIFIC OTC: [
ITEM DOES NOT NECESSARILY INCLUDE THE REVIEW OF THE ASSEMBLY OF PcrrnIt#: �, , n Ql n n A — nn n I_
WHICH THE ITEM IS A COMPONENT. THE CONTRACTOR IS RESPONSIBLE FOR ,T1
CONFIRMING AND CORRELATING ALL DIMENSIONS AND QUANTITIES, Address: 174I,V:—1-
INFORMATION
2INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS, AND Suite#:
CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES, AND 11
PROCEDURES.THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE WORK OF BY: Date:
ALL TRADES AND FOR PERFORMING ALL WORK IN A SAFE AND
SATISFACTORY MANNER.
ENAYAT SCHNEIDER SMITH
ENGINEERING, INC.
BY: Wahid DATE: 8-13-2019