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JOB NO 7 , Z -. 7
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LIABILITY
The City of Tigard and its CITY OF TIGARD
Approved
employees shall not be Conditionally Approved
responsible for discrepancies F or only the work as d scribed in:
which may appear herein. PERMIT "o. c�°�Z'Gr,t�c}R
See Letter to: Follow
Attach.._.
Job Addr@sg;I a :5(1 1 a + ( )
OFFICE By: �,� Date: 1 Cn
COpy
STRUCTURAL CALCULATIONS
FOR
Wall Removal
10659 SW 127th Ct
Tigard, OR 97223
13- Sep -07
DESIGN & PARAMETERS
ORSC 2005
ROOF LIVE LOAD 25 psf
ROOF DEAD LOAD 15 psf
FLOOR LIVE LOAD 40 psf
FLOOR DEAD LOAD 15 psf
ATTIC LIVE LOAD 20 psf
ATTIC DEAD LOAD 15 psf
SOIL CAPACITY 1500 psf
TABLE OF CONTENTS
GRAVITY pg 1 -3
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GENERAL NOTES
1. Contractor to verify all dimensions and conditions of existing framing
2. The contractor shall be responsible for structural stability during construction. The
structural shown on the drawings has been designed for stability under the final
configuration only.
3. Glulam 24F -V4 DF /DF
4. Posts - DF #1
5. All concrete to be fc = 2500 psi minimum compressive strength at 28 days.
6. Reinforcing: Fy = 60 ksi
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