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%foal of <br /> GENERAL NOTES °' <br /> Sound <br /> SCOPE OF WORK ` <br /> p <br /> Plan provide.designs to the repair of water damage to gypsum drywall walls of the 2nd floor end basement caused by a leak from a janitors mop sink orated on the 2nd Aoa of this I fes‘14,/r4'exisBng 2atoryover basement office bulding exuded by DSHS. } <br /> I� l '"v I602'{'Si.%8215 <br /> No change In use,floor area or building height Is ed <br /> poo6us . f' � WAo 2 <br /> 'dTEr(2Q5)62146136 <br /> ',IT a ref Ir .I ; nkL2,+3mn4gm <br /> , <br /> l6 <br /> BUILDING CODE I:It I, NOf;:'UM.I9ED NI <br /> Construction/repairs seal be in compliance with the 2015 International Building Code IIBCI and international Existing Building Code(IEBC)as amended by Chaplet 5151 WAC and as L } fYWSMYRBP.f4 <br /> N'ol T lnfflt&Aii ML <br /> adopted by the city of Everett,WA. ( WO.7A51R`15lfda <br /> Original consWog <br /> n permitted order the 1982 UBC which required 144 Are resistive wall corridor construction.The existing building Is protected odE fire sprinklers.Current BC allow - OttrIAPEYf of <br /> BAR <br /> trading the fire resislrve corridorpodswdwd for the sprinklers. '�'.',� __-l--.I __ ." i '. I I MI7-.Iyy„IpWj19y <br /> FRO'ESTOP OE ENGFEE0. <br /> Repairs to l4rr elevator shaft wale wit be In compliance with Gypsum Association 225-19 and GA Elle WP33510. L NO=ner'IEECF 3N 1 IT <br /> OPAGOLE2/'rrl.. <br /> Repairs/a water damaged ' !DA°IEG GEC!, <br /> g gypsum drywall elsewhere will be norfmled In compliance with IBC Chapter 25,Gypsum Board,Gypsum Panel Products. I _ GIBIyid I.,. <br /> r l ki,r `50,PDM.Y. <br /> Govpency: Group B Office G I�r �Q,,,.w.-�• - Of42'/fk IY:I 1 <br /> Construction: Type IIIA(1982 UBC III14) t l �,;..,P <br /> h F&,F 4, <br /> Height of 2- over basement ,Y 1-'---'''t L'AY£VIQ^`` <br /> Date original Cunun flwc 19847985 '••�' RODONl <br /> CfiMSk <br /> Owner. 100 OPT PROPERTIES TRUST to EVAl.ER.614.,WA.,1 <br /> 225Wash9rglan Ft.Newton,MA 02459 7-------------`. KR It WY t. <br /> BWdhg Floor Area: Bsml.=21777 eq.It. CGJSnarz till' <br /> 1st =24,864 sq ft <br /> lC(EPONL=1' <br /> 2nd =24,864 sq.11 FDSRYT'. <br /> Fire Spdnkrrs: YES <br /> Properly Address: 8406 Broadway.Bldg A <br /> Snohomish Camel Parcel it 005513080011130 <br /> TaxDesuiption: Section 17 Township 29 Range 05 Quota NW RADIO ADD TO EVERETfBLK 000 D-00-VAC LOTS 19-20-21-2425&26&THAT PIN VAC LOTS 88 <br /> 22&23 LY SLY OF STRIP OF LAND CONY TO CITY OF EVERETT FH.EI395403 TOW TRAIN)!VAC ALLEY AMC LOTS 20(21(25 626 1 <br /> FILE NO 1443326 LESS ADDS RAY TO CITY EV PER SWT REC AFN 8406260121 s� a <br /> GYPSUM DRYWALL <br /> Repairs to Fee Rated construction shag comply with current IBC Dopler 7,Gypsum Association Fire Reshllve Design Manual and Repair of Fire-Rated Gypsum Panel Products <br /> FIRE RESISTIVE DESIGN <br /> Fire resistive designs shown on the plans are recommended.however other lestadllhted assembles may be used. C1 t 3 p1 <br /> �, llS <br /> DESIGN LOADS ,0 e—.3 3 fl <br /> Lice loath Roof 25 psf(snow) „, n <br /> Floor 40 pet 18560) MG <br /> CON 10paf ILQ40) <br /> Dead Load: Roof 10 of <br /> - o <br /> Floor 10 pal '--� _+ - <br /> Ceifng 5 psi Cl)CC —. O F' <br /> sehmmDesign Category: 0 (D —.. �f�.�1�' � <br /> Wind: 80 mph,Exposure B <br /> nu/ <br /> CONCRETE:WA CD , <br /> SAWN LUMBER m_ <br /> Spades and grade shat be as follows unless otherwise rated: Ht` )+ <br /> Wal Stud �--✓ <br /> 2'to3'thick 4'm6*wide OF or HF-Stud Grade <br /> Wal Plates <br /> Y to 3-thick 4-to V wide DF or HE-Stud Grade <br /> Roof 2058 <br /> Y NB and S and wider OF 412 Grade <br /> Seems and Posts Additional Permits Are Required <br /> ax DGrade <br /> fix DF-R1E41 Grade <br /> STRUCTURAL CONNECTORS FOR WOOD CONSTRUCTION For This Project To Include: <br /> Steel connectors and hangers shall be SlmpsorSOong TN Company,Inc.of an approved equal <br /> B <br /> Wood member fasteners/connections shall be In Minotcompile.with 18C table 2304.10.1 Plumbing E=1 Sprinkler a <br /> 0-- i 0General contractor for sharing and bracing for the structure and structural components inti all final conrlectlons have been completed In accordance with the <br /> dans. [2] Mechanical n Fire Alarm <br /> Godfather shall field verily dimensions and north,the engineer of discrepancies or cont.prior to concoction. ('////'' /� 1 <br /> Unless noted aherwdse than Omens..are belvmen framing members,such as face of stud to face of stud. Electrical — v.. <br /> e oth0 H0Hl,.c <br /> Oro n q,w „ <br /> a''-` <br /> CITY OF EVERETT � � �'- z� <br /> r � �.Ef: <br /> �fL REVIEWED FOR PERMIT ASG A-' <br /> tti$`t . O yyr-oi q os osm 4 <br />