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7650 S. W. Bevelandt. ® ��`'ARI,
1M TM RIPPEY Tigard, Oregon 97223"1- �/ J�1IS'v r
Phone: (503)443-3900 �^
CONSULTING ENGINEERS Fax: (5031443-3700
STRUCTURAL CALCULATIONS
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PROJECT: GREENWAY BEAM REPAIR xC ;�'�'Z' e��
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LOCATION: TIGARD,OREGON °;; 13,489
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CLIENT: HI PROPERTY '`
MANAGEMENT
DATE: NOVEMBER 15,2011 '..,, •.::4,3,11.21,,,.3
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PROJECT NUMBER: 11400 "��•,•,..-,....".
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TABLE OF CONTENTS:
ITEM SHEET NUMBER
GENERAL NOTES Nl
BUILDING PLAN SK1-SK2
SECTION SK3
SECTION SK4
CALCULATIONS Cl-C3
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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,WITH LIVE LOADS REDUCED PER IBC:
ROOF SNOW LOAD:
EXISTING CONDITIONS:
THE CONTRACTOR SHALL FTFT.D VERIFY ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS. THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT/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.
CARPENTRY:
SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION,LATEST EDITION. SAWN
LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS
ASSOCIATION GRADING RULES. UNLESS NOTED OTHERWISE ALL LUMBER SHALL HAVE A MAXIMUM
MOISTURE CONTENT OF 19%AT TIME OF FABRICATION. ALL WOOD IN PERMANENT CONTACT WITH
CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. GRADES
SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS:
FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-Tib
COMPANY(OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND
ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE.
HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER ALL FRAMING NAILS
SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH
PRESERVATIVE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE IMAX COATING. ALL
FASTENERS IN CONTACT WITH FIRE RETARDENT LUMBER MUST BE HOT-DIPPED GALVANIZED.
GLUED LAMINATED MEMBERS SHALL BE FABRICA rEll IN CONFORMANCE WITH AMERICAN INSTITUTE OF
TIMBER CONSTRUCTION,AITC A190.1 AND ASTM D 3737.EACH MEMBER SHALL BEAR AN AITC OR APA-EWS
IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END
SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS
NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL
GRADE,AND OF THE STRENGTH INDICATED BELOW:
COMBINATION
DEPTH SYMBOL SPECIES USE
A. ALL 24F-V4 DF/DF (SIMPLE SPAN)
FLASHING AND WATERPROOFING:
ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS.
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