Plans SCHOLLS
BUSINESS •
CENTER
CITY OF TIGARD
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Site Plan
A PROJECT OF THE PRINCIPAL FINANCIAL GROUP
A FORUM PROPERTY
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Warehouse
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Area of Work
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Office 5 Office 4
Conference Room
Scholls Business Center
10340 SW Nimbus Suite NC
Portland, Oregon 97223 Scale
Greentovvne Real Estate 1/8"= 1 '0"
• • METAL STUD TABLE-MAX WALL HEIGHT U240
STUD SIZE GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT
COMPOSITE SECTION NON-COMPOSITE SECTION
3 5/8" 25 362 S 125-18 16" 14'-4" 12'-6"
1 20 362 S 125-33 24 13'-5" 10'-10"
16" 16'-5" 15'-6"
24" 14'-9" 13'-6"
6' 25 600 5 125-18 16" 19'-9"
/J 24" 16'-9" -
-
20 600 S 125-33 16" 24'-6" 23'-11"
24" 21,-7" 20'-10"
VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION(SSMA)TABLES
R NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN INTERIOR
PPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF U240.
�1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM
BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C.MAX.
HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE.PROVIDE BLOCKING
OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION VALUES.
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