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615 80TH ST SW 2022-01-03
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615 80TH ST SW 2022-01-03
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Last modified
1/3/2022 3:30:11 PM
Creation date
6/28/2018 10:26:31 AM
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Address Document
Street Name
80TH ST SW
Street Number
615
Notes
GEOTECHNICAL REPORT INCLUDED
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NG <br />8FE <br />' NG <br />k��1E <br />40.6N. <br />20' BUILDING / <br />SET BACK <br />14.6N. <br />REMOVE <br />TEMPORARY <br />TENT. <br />EXISTING <br />LANDSCAPING <br />NO CHANGE <br />\ \ \ Q <br />------------- <br />\ 0 <br />2 ' BUILDING \ <br />4 <br />4, <br />\ . r NEW <br />ADDITION <br />1 ^\j <br />17.6'E. \ do <br />4 \ ll EX/STING .. a <br />OCCUPANT LOAD CALCULATION <br />OCCUPANCY <br />F1 <br />S1 <br />B <br />MAIN LEVEL <br />1 60 <br />1 34 <br />— <br />MEZZANINE <br />I - <br />1 2 <br />20 <br />USE TABLE 1004.1.2 <br />(F) INDUSTRIAL AREAS -100 GROSS <br />(S) STORAGE AREAS - 500 GROSS <br />(B) BUSINESS AREA,-100 GROSS <br />AREA SUMMARY <br />OCCUPANCY <br />F1 <br />S1 <br />I B <br />TOTAL <br />MAIN LEVEL <br />6000 <br />17.000 <br />1 - <br />1 23.000 <br />MEZZANINE <br />- <br />1000 <br />1 2000 <br />1 3000 <br />ENERGY ENVELOPE SUMMARY <br />ADDITION COMPLIES WITH 2O15 WSEC ENVELOPE <br />REQUIRMENTS USING THE OVERALL UA APPROACH <br />PER C 402.1.5, COMPONENT PERFORMANCE ALTERNATIVE. <br />ASSEMBLIES AS FOLLOWS: <br />ROOF DECK: R 30 4" POLYURETHANE RIGID INSULATION, <br />CONTINUOUS <br />WALLS: R 19 2.5" POLYURETHANE RIGID INSULATION, <br />CONTINUOUS <br />ROLL UP DOORS FACTORY INSULATED PANELS U = 0.167 <br />MAN DOORS FACTORY INSULATED U = 0.37 <br />SLAB EDGE UNINSULATED SLAB (SEE ENV-UA CALCULATION) <br />BACK \ <br />PA ADDED \ <br />3ARKI G AREA <br />AS RE6 IRED <br />O <br />c ` P" <br />Q ; <br />o XISTING <br />LAND CAPING <br />` NO C ANGE <br />Ai <br />—S '- <br />SHOP OFFICE <br />2000 SF <br />11300 =7 STALLS <br />OPEN STORAGE <br />1000 SF • I STALL <br />NEW BOAT L— _ <br />STORAGE 4000 SF <br />113000 = 1 STALL MEZZANINE ` \ <br />— -1 TECH PARTS 3000 SF / <br />F 1/3 0 SUPPLY, F=3ST6805F- _ � 1/1000 = 3 5TALL5 / <br />1/3000 SF = 3 STALLS / <br />— BUILDING / <br />L-_-_--� <br />BUILDING B L — _ — J <br />PARTS 6 FABRIC <br />STORAGE I/1000 SF=5 <br />STALLS <br />MOLD STORAGE 4000 SF BOAT MAKING 6000 SF NEW BOAT STORAGE 3000 SF <br />1/1000 SF = 4 STALLS 1/600 SF = 10 STALLS 1/3000 SF = 1 STALL <br />(35 STA�Kl <br />� TUDY PLAN <7� <br />SCALE I-=4V <br />PROEi'TO�ICIalROAk <br />OWNER <br />Bill Tytus <br />615 SOth Street SW <br />Everett, WA.98203 <br />Tel: 206-251-4897 <br />contact: John Pocock' <br />.46-j <br />ARCHITECT <br />^( <br />NED NELSON, ARCHITECT <br />1021 92ND AVENUE NE <br />V <br />BELLEVUE, WA. 98004 <br />Tel: 425.444.6782 <br />nednelsonOmsn.com <br />contact: Ned Nelson <br />STRUCTURAL <br />) C) <br />NELSON CONSULTING ENGINEERNG <br />00 c <br />19221 58th AVE NE <br />O c E <br />Kenmore, WA 98028 <br />('f] <br />Z O w <br />Tel: 425.483.9126 <br />7-4 <br />0) tm � _ <br />7 <br />contact:LID <br />O <br />C C v <br />fn <br />SURVEYOR <br />Z <br />( <br />¢ j <br />N <br />Western Engineers & Surveyors <br />9740 Evergreen Way <br />p > v <br />0j I 4)Everett, <br />= <br />WA 98204 <br />OD o <br />Tel:425356.2700 <br />a) CL <br />contact: Michael Long <br />CD m E <br />�- DO .T N <br />Metal Building Supplier & Engineer <br />SUPERSTRUCTURES <br />22.21 Everett Ave. <br />- <br />Everett, WA 98201 <br />Tel: 206-786-0198 <br />contact:- Jim Armstrong <br />oaimDA AaEARxv.'Asiswre'oRoamNeraMw.srcwACBrum.soxuLelvewERRDussuRFxBeuL66rxE1hnArmAu <br />1PTAL SREMEI 91.3135E <br />ZONING: COYOFEVERETT MM 20FTNIWIREARSEOMCAS 1OFT510EYAaT <br />LEGAL DESCRIPTION <br />PARAIVG SFEPARpNGANALY52 B0ITMANUFACNIRING6 f SMLL/6'LOSF, NOWIVHN <br />LOTS 5 AND 6. HARDESON ROAD WDLWM PAW(, ACCORDWO TO THE PUT <br />BEiNTSE OFTIE6U&STAMNLS�N0MAY9ER OFMOLOSAIOAMOIWTOFSTOVaDWiBWLREULIFOPoRTNSFACOfIY, PARl9lGKt5BEHVOEY® <br />THEREOF RECORDED W VOLUME 30 OF PUTS. PACE$ 94 AND 95. RECORDS OF <br />eAsm UPONEI3EOFTNEAREA£ <br />SNOHOMISH COUNTY. WASMNGION <br />SDA6MRY. 95SlALCSREAUWED / 35SIALISPRONOm. <br />TOGETHER. WITH THAT PORTION OF LOT 7 OF S40 PUT, DESCRIBED AS FOLLOWS: <br />BEGINMNG AT THE SOUTHEAST CORNER OF SAID LOT 7. <br />INffiDWGLGDEANALYIB: <br />THENCE SOUTH SSW 50- WEST. ALONG THE SOUTH UNE OF LOT 7 FOR 50.00 FEET <br />IIlWD9IG OOOE: MOMS <br />THENCE NORM 457'10' WEST AT RILNT ANGLES TO SW SOUTH LINE FOR 10). 16 <br />FEET 70 THE EASTERLY LINE OF SAID LOT 7.. <br />CGRTWICTIMC TYPE RBNONCOABUSTA6IE,FWLYSPROAOHN® <br />THEME SOUTH 3115'14' EAST. ALONG SAID EASTERLY LINE FOR lIZ84 FEET TO <br />THE PORN OF BEGINNING. <br />OCCI.P.VICY FI EBC201 4fORKAREA WAPUAIIL'EMEfNOD <br />ALLOWABlEANFA T - 62000SFW VMIAM/129NSF OK <br />SUBIECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS. <br />SRWTE IN THE COUNTY OF SNOHOWSH STATE OF WASHINGION. <br />NOT INCLUDED - <br />�� <br />IN PARKING COUNT " " <br />:`'` ", <br />�� <br />'..; (;. - <br />'/ \ �L <br />MWAL CUO.UING UtJTGN65FRUUIWM L:ALCULAPUNS <br />\ FIRE EL-'CMtCAL SY0NSYSTEMDESIGN <br />ELECTRICAL SYSTEM <br />\ <br />„„ ®e e p <br />R pB il�,il9p'EV9` 8(j <br />MOrU <br />PAINT OUT STRIPING <br />* <br />-16 <br />\ <br />DES[GA <br />MEC)UWICAI. SYSTEMOESIGNTO <br />PLUMBING: NONE <br />50,00 <br />. <br />N82'7 <br />6.8S. 45 '�/ <br />Q=] 12'2429' <br />\ <br />_ <br />N85'02'50"E 185S <br />t p nn' <br />R=2500' \ <br />10.34' NOTE SUBCONTRACTOR TO PREPAREALL BIDDER DESIGN DOCUMENTS FOR OWNERIARCHRECTIAPPROVAL, <br />EDMONDSINA7IMELYMANNER <br />AND FILEPERMRSAS REQUIRED BY CITY OF <br />N89'48'39I L=49.05' \ NOTE GENERAL CONTRACTORTO COORDINATE <br />-� - - - GENERAL NOTES -ELECTRICAL <br />80THSTREET SW 1. PROWDEWSECUGHTINGBUDGETANALYSISICONFORM TOENERGYCODESWITCHING <br />— — — — \ GENERAL NOTES -TUNE MCAL <br />ESOP <br />— — — — — — - PROVLDEAU DESIGN OCUIVIONOFBIDDEROESIGNPAPROVALORAPPROV/LL <br />— — — — — — — — — — — — — — — — — — — — — — — — — PROVIDEALL OESIGNDOCIIMENTS FOR REVIEWANDAPPROVAL <br />SITEPLAN NOTE: CONTOURS WERE GENERATED FROM SITE OBSERVATIONS, <br />EXISTING PERMITTED DRAWINGS, AND AVAILABLE RECORD INFORMATION, <br />SCALE=1:30 AND SHOULD BE CONSIDERED APPROXIMATE. <br />VAN ACCESSIBLE & <br />ACCESSIBLE STALLS <br />T Cl:r7>`Tn <br />• <br />SET 5187. 24- RESW CAP W 16916- <br />• <br />FOUND CORNER MONUMENT AS NOTED <br />i X <br />FOUND CONCRETE W& N'/FLA- ER <br />,i <br />FIrACK FLASHER <br />SET I/4' LEADCONTROL <br />DO N <br />SiMYFY CONTROL - BD NOT REMOVE" <br />- <br />YONWIEM NOT FOUND INS SURVEY <br />•FOUND <br />4' DNMETER IRON PIPE MONUMENT WITH <br />LE400 CIRCLE AND PUNCH MARK IN CASE, DOWN <br />0.5- (1212016) <br />LOT NO. PER PUT OF NAROESON ROAD INDUSTRIAL <br />PART( ACCORDNO TO THE PUT THEREOF RECORDED <br />- <br />IN VOLUME 3O OF PUTS, PAGES 94 k 95. <br />RECORDS OF SNOHOMSH COUNTY. WA <br />—�- - RICHF-OF-WAY LENIER LINE <br />PROPERTY LINE <br />TOOK OF WAY <br />PATTED LOT LINES <br />-W--M--lt— COMM FENCE <br />SECTION / SUBDIVISION LINES <br />------------------- R40M AND DBIENSICMIL LINES <br />EYbRNG BMLLWIG <br />ENISITNC CONOh7E <br />60M St5W SITE <br />6001 St SW <br />W CASINO R. W CASINO RD <br />Vicinity Map <br />SCALE: N.T.S. N <br />M <br />t=) <br />fV <br />J CO <br />ON <br />r= <br />V <br />C7 � <br />Z i <br />1�1 CLI <br />LLJ <br />Y cn <br />U <br />O can <br />U <br />a <br />00 <br />Ln <br />-4 <br />1.0 <br />DATE: <br />0 <br />U- <br />Z <br />Z � <br />g.w <br />n <br />wp <br />H � <br />SHEET: <br />Al <br />
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