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�� i�� w� p c ���e� .�---Ai •was <br /> GENERAL NOTES <br /> SCOPE OF WORK '-` • Sound <br /> \ . <br /> Plan provides designs to repair dryrol to many of the 6x6 Pressure Treated carport support posts.The apartment complex contains approximately 30 wood framed carports located .- .... - <br /> immediately adjacent to the apartment buildings.The contractor has determined the roof support posts extend appronmately0 below grade and supported by concrete foundations. t <br /> Dryrot was discovered at the base of the 6x6 posts at their transition to below grade c>" "s .i <br /> k I,4'r <br /> `—_ b9 <br /> Additionally.the city has requested renewal the existing corrugated metal roof overhang as wen as review of the carports edsdrg lateral resistance to wind and seismic.These designs TM e ` 11 <br /> oomph meet a previously budding for the 5amework issued 4!26112. "'sl I. \ I. '.NL <br /> NOTE MAXIMUM UNSUPPORTED LENGTH OF CORRUGATED STEEL ROOFING SHALL NOT EXCEED THE MANUFACTURES RECOMMENDATIONS OR 2'. <br /> No change inuse,increase in floor areaom building height is proposed. -... as ` <br /> BUILDING CODE ik `Fry <br /> Design and construction shall conform to the 2018 international Building Code(IBC)and International Existing BurUlrig Code(lEOC)as amended by Chapter 51-50 WAC and as "� .` <br /> adopted by the cflyol Mountlake Terrace,WA 4 <br /> Project Name: Taluswood Carport De/rot repair <br /> Property Address: 4208-4 309 236'St SW,Mountlake Terrace.WA 98043 <br /> Occupancy: <br /> Construction: Type AN(1967 UBC) <br /> HNgm: 2-story V <br /> Date of original Construction: 1987 -- ,.,S <br /> OwnerTetuswood,LLC _. <br /> SmmhanNhC my PartslR 270134002076W <br /> Tax Description: SEC 34 TWP 27 RGE 04RT-15)N1/2 S72 SW1/4 NW1/4 LY E OF CEDAR WAY LESS CO RD TGW EDP-S12 S12 SW114 NW1/4 LYE OF CEDAR _-'- - l '' <br /> WAY LESS 15FT 8 LESS CO RD ASCONVYO PER AF NO7772976 PERAF NO21537898 ALSO LESS ADM.RAY TO CITY OFMLT PER SWO <br /> REC UNDAF NO88111403028 TOW EDT-ALL TH PTN N12 SI2 NW1/4 SW1I4 LY E OF CEDAR WAY S SUBJ TO ESETO SEA CITY LIGHT '+r,•. t <br /> LESS RD 8 ALSO TGWTH PIN SW1/4OAF•N12NWI/4 SWII4LYE OF CEDAR WAY EXCRDSEXCOCDDGBIR73 TO CITY OF MIT BEXC a" - Amry diM1' <br /> ADD RAN TO CITY MLT PER SWD REC UND AF NO 8611140302SUBJ ESE SCL bI'T; Tir"t•'4N1D•;1 <br /> y' & <br /> 'fie <br /> STRUCTURAL NOTES 1 • <br /> _ o ' a <br /> Design and conswdi0n shall be In canpliance MI 2016 International Building Code(IBC) <br /> and 20181nlemasonal Existing Buidng Code(IESC)as amended by Chapter 51-DO WAC and asTV o' <br /> adopted by the city of Mountoke Terrace.WA -_ "---- ._ - ' <br /> DESIGN LOADS - <br /> LIveLoad, Roof 25 psf(snow) w' <br /> Dead Load: Roof 10 psf v\ <br /> Floor 10 psf <br /> Ceding 5psf I <br /> Seismic Design Category-. D �\ a III L e A �' <br /> 2 ( <br /> Wind: 80 mph.Exposure %��'� I/'},/`\' i L <br /> CONCRETE:Eldsag `Y <br /> STRUCTURAL STEEL WELDING -. r U 7-5 <br /> Shopfabricated steel welding andrl( ( - `v(.T <br /> 9 shapes shall comply with current rMi6on of ANSI-AWS D1.1 Structural Steel Welding Code.20151BC.Febmication shall be performed in a facility , V _ <br /> recogn <br /> SAWN U by WABo. 1� ( l , i .. <br /> SAWN LUMBER <br /> nAi.64 <br /> c <br /> Species and grade shot he as flows unless othemise noted <br /> Wall Studs <br /> Y to 3-ihkA 4-lo 6'wide DF p2-Stud Grade <br /> Wall Plates <br /> • <br /> Yto3-thick 4'lo 6'wide DF PI-Grade _ <br /> Floor B Roof Joists - n....a) <br /> Y Nick and S and wider DF CI-Grade <br /> Beams and Posts AK— -Rit,„.c." - <br /> 4x DF-III Grade <br /> Pc (...F4r2 E kr,q•R <br /> 6x DF-cal Grade <br /> V <br /> Y <br /> STRUCTURAL CONNECTORS FOR WOOD CONSTRUCTION <br /> Steel connectors and hangers shall he Simpson-Strong Me Company,Inc.of an approved equal <' <br /> Wood member faslenerslwnneclms shall cair minimum wmpdanca with IBC table 2304.10.1 �� I �`/� Vb <br /> General conrrador is responsible for temporary shoring and bracing for the structure and structural components until al fnal connections <br /> have been completed in accordance with the plans. <br /> Contractor shall flNd verily dimensions and notify the engineer of discrepancies or conflicts cad«to consauction. <br /> Unless noted otherwise plan dimensions are between framing members,such as face of stud to face of stud. / v` / ,....- I <br /> � y(y GT H Lv <br /> n � <br /> 3e-----,. - ----• -- 7R2iliOe_er ''-''' C., ":- <br /> 1.13 G= <br /> �e.O4��Ig,V�V " SHFEt: <br /> 'Y sioNN'' __ A-0 <br /> 08/15/21 R <br />