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Report TM RIPPEY 7650 SW Bevelaud St Suite 100 CONSULTING ENGINEERS Tigard,Oregon 97223 Phone: (503)443-3900 Fax: (503)443-3700 STRUCTURAL DETAILS AND CALCULATIONS FOR PACIFIC CREST APARTMENTS CITY OF TIGARD DECK REPAIR Approved ri .S ........... 10675 SW MURDOCK Conditionally Approved .....[ l TIGARD, OREGON See Letter to:Follow [ ] TMR #12485 Atta-he - - aj�s� Permit Number.�3 11/41x0 Ad• I,-T5lit�J►� By: Jilt Date: 2-IN December 12,2012 Approved plans pfiaUtr15Furriab site. GENERAL STRUCTURAL NOTES NI OFFICE COPY VICINITY PLAN SKI BUILDING PLAN SK2 DECK FRONT ELEVATION SK3 DECK SIDE ELEVATION SK4 DECK FRAMING PLAN SK5 SECTION AT HEADER SK6 SECTION AT LEDGER SK7 FIRST FLOOR HEADER DETAIL SK8 SECOND FLOOR HEADER DETAIL SK9 NEW DECK WING WALL DETAIL SK10 DECK GUARDRAIL CONNECTION DETAIL SKI 1 PLAN AT STAGGERED ADJACENT DECKS SK12 CALCULATIONS CI—C5 AO PRO �j�" �p 11i Lr4 �` +ri 'Q 78897PE 4 OnPI }9 MOO. I WiRESt oo/ 11 1 GENERAL STRUCTURAL NOTES CODE REOUIREMENTS: 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: FLOOR LIVE LOAD:40 PSF(ON AND TWO FAMILY RESIDENTIAL DWELLING) SNOW LOAD:25 PSF BASIC WIND SPEED(3-SEC GUST):95 MPH WIND EXPOSURE:B SITE CLASS:D SDS=0.696 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. CARPENTRY: SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION,LATEST EDMON. 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 ELEMENT SPECIES&GRADE POSTS AND BEAMS 4x OR SMALLER D.F.#2 OR BETTER EXTERIOR DECK JOISTS D.F.#2 OR BETTER FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE 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 ZMAX COATING. ALL FASTENERS IN CONTACT WITH FIRE RETARDENT LUMBER MUST BE HOT-DIPPED GALVANIZED. NAIL CALLOUTS SHALL BE INTERPRETED AS FOLLOWS: NAIL TYPE LENGTH DIAMETER 8d 2-1/2" 0.131" 10d 3" 0.148" 16d 3-1/2" 0.162" SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1 OR PS 2,OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED,PANELS SHALL BE APA RATED SHEATHING,EXPOSURE 1,OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8"SPACING AT PANEL ENDS AND EDGES,UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER FLASHING AND WATERPROOFING: ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS. 11\ TM RIPPEY Consulting Engineers By a (.,(1 Date: 1Z4 11/(Z 1 1Z 7650 SW Beveland Street { Ac-- (-tt EGS r APT 5. Chk By: Date: Suite 100 Tigard,Oregon 97223 .►L It— t(Z. Job#: 7-'90 PAS Phone:(503)443-3900 Sheet: N I Of: D c- of N6� u ofLk . 5 erm1.. ys1_ F-oa— PLANA. a 111€ x .,.iit a y a f s smyimudo�c tzn *St,- '..A5'.. ...:t':....:.:Jr.W.frir:.:''''...,,,,...::..'■'... ,...............•:,.:...:',......... ..VW.O...jai:f.i:ii.■:;:;:::■:4,:";..,:::.;:i..:e.':.:.,:.::.::::::i..(* V4i:Ii!'':''...:::,:i':::„:>'' t ',.."'...V.V.' / '71.-> . -: . 3 liii`::'..St. ....''' . ...•.:.....:I..:1;UNg!.! tkiV,„ .•'.....:...:::.': ,::: .:...'''';‘...•T':•:.•' `..." • ',—A '' .. .. -1 „ ' � 3' ^ .,s r_t : ; a t 9' a' S s b fi d, zF " k o. v�` . 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