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FEB 4 2013
76 S . W . Beveland St. CI Co.FET
TM RIPPEY Tig ard, Oregon 97223
CONSULTING ENGINEERS Phone: (503) 443- 390MILDING DIVISION
• Fax: (5031443 -3700
STRUCTURAL CALCULATIONS
PROJECT: McICINSTRY LINCOLN CENTER 3 — CYPRESS TI
ROOF TOP CONDENSER UNITS
LOCATION: TIGARD, OREGON
CLIENT: McKINSTRY CO.
DATE: FEBRUARY 4, 2013
PROJECT NUMBER: 13020
TABLE OF CONTENTS:
ITEM SHEET NUMBER
• GENERAL NOTES N1
SKETCHES SK1 —SK3
CALCULATIONS 1 -4
PROP. r
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GENERAL STRUCTURAL NOTES
CODE REQUIREMENTS:
CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2010 OREGON STRUCTURAL
SPECIALTY CODE, REFERENCED HEREAFTER AS IBC.
•
DESIGN CRITERIA:
DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD
LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN:
MECHANICAL UNIT: 163 LBS EACH
ROOF SL: 25 PSF
WIND: 100 MPH, EXP B
SEISMIC SITE CLASS: D
SDS =0.75
Ap = 2.5
Rp = 6
EXISTING CONDITIONS:
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE
DRAWINGS PRIOR TO THE START OF THE WORK.
TEMPORARY CONDITIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING
STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN
DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY.
CONCRETE AND CMU ACCESSORIES:
CONCRETE ANCHORS SHALL BE INSTALLED TAPCON SCREWS - 3/16" X 1 W' MINIMUM EMBEDMENT.
MECHANICAL:
THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL,
PLUMBING, FIRE SPRINKLER, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY
CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS
NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S
DRAWINGS, SHALL BE DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES, BY AN ENGINEER
REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMI I ED TO THE ENGINEER PRIOR TO
FABRICATION.
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