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17833 59th Ave Ne_BLD1619_2026
.rip a>ala lY ee.tl'h SPNx _F -- _.- ._- (— �I. al wxll JorsT.le•ac(Trol r/e'lux�Nl w\ y N I W wMp Y —_ TAPERED J651 T 1 1 (—VIM t roll 1 I 1� � I t-tl • — t-- r r d RAN SIM OAMP— ANDING PLAN VIEW ti � i s 04jRA%P AN IPG/STAIR PLAg e ! — � ILilDL Y 1 v I I I 1 r f � 1�IPQ110R R/ IRA�M .,LA NI NG ELEVATION N, ", I- — nnr IN.M � +92' RAMP/LANDING/STAIR ELEVATION-TOP 28' SECTION . . 5TRUCTURALNOTES: E1€0� oA c •- ISd• a I®�eo�ze a4A zcm •.L rNLuve IOM so'L420JR COrC. o cn uvc Arno IF STAII:IEL',Q LNf L]AD aro Ov. 1�5. WIIIJURIt IIS MPN,Pf!'4�:=IA I.E.$I F+.f;;JT,ifWCN 6Ls•I.O, - CON 9PCPFlU ON9: M x.2 F_W:F_W:�GR41h �� �•,T �t T.�T C:1N�PW,•5 IXf.MIN 4D n 42' RAMP ELEVATION-LOWER 14 & LANDING' SECTION I.E.1 1-1 IT 32.P0515 nlui:—Z f.f. M 4a 7A'•t-V 33.DIEING nCAI-1 IT ONx:Cf-.RGOP _C CONNLCIxiN':+: C�!VAHIZEJ OC s.S. tt IM'<GH OR ff]4N:.�:fM-I:Onlf41�JRP* B�F vmO � kF tZ �— y. 1 ,.�. .,.4>IYCNLIY nfIti FE.,I.E MnM:P/.LN.ER3 2x4 CONT, wsom M 2 HANDRAIL C• rtff%]MufNO.\YIOK-i 2 1 A , iWE 2 HANDRAIL ,.t euiRxw , BUILDING UNE r ancaR Rle[R 5.1 /�4 V4r 1•,A4k\OIJMbR foao: i q//I I/3•MWR yilyrluC,A'4- uXl Stl4M IY QC 52.ylt9 w w"U'D IQ... l.Q-lHr mqQ I IC'TUFF TREAD'NON-SLIP =tt1F.w�N wA A6n>I I,JA�.II.IUMIS PLYMOD DEC N W/GRNN DO'TO I�':fT CONT IA LEDGER AT 1 Ast ss c 1- RLT IC a=\xR;rau av Ncmlfa urs.l resnNa m I. BUI"NJG'N/YJ'6,4"LONG LDS JOIST HANGER 1-1/E'P.T. r GALV LAC BOLTS 6 4B"OC SRRIq•FLOOR SRPS 2R!DECK RIM MST W 2.6 RAMP RIM JOIST — $ r*.W.4��D W/(2)h-0.T GALV. r AS BOLTS Zri POST FROM RNA TO POST BASE, NAILED TO POST e W a 2.4 DIA BRACING fu>sa utR N 11 a AT 4x4 POSTS,EXCEPT /4'SO x 6'TALL(MM.)CONCRETE "' --'-"-- AT IIUR ONfC POST BASE - 4 DECK RAMP SECTION A• HITCH STAIR ELEVATION �� STAIR CONFIGURATIONS C-113, Sear.. 1/4' 1'-D' xn' ,^-o Scat I/?• I'-0' o�4Y*dN,x�' ADA-IBC W(MIN.LAMDIWG 1'2 BACKING 1.8 WOOD RISER TYPE 2 HANDRAIL W/1 1/2-WOOD TYPE 2 HANDRAIL 2x4 CONT. I SCREW 1z'D.C. t t CLEAR BUILDING LINE 2x4 INTERMEDIATE �" 'TUFF TREAD' NON-SLIP 1-1/8" P.T. - PLYWOOD DECK W/GRAIN 90'TO STURDI-FLOOR STEPS JOIST LUS JOIST HANGER 2x8 DECK RIM JOIST 2x6 RAMP RIM JOIST 16"xt6"x4" cONC. WA2)h"00" GALV. PAD AS REQUIRED BOLTS (. IF 2x4 POST FROM RIM TO POST BASE, SIMPSON TA10 11 1/4" 11 1/4" 7V NAILED TO POST STAIR ANGLE J 2x4 DIAGONAL BRACING 14" SQ. x 6" TALL (MIN.) CONCRETE ;pv AT 44 POSTS, EXCEPT POST BASE AT BUILDING a TREAD DETAIL OPTIONAL STAIR ELEVATION A DECK RAMP SECTION Scale: 1" = 1'-0" Scale: 3/8"=1'-0" Scale: 1/2" = 1'-0" C an RETURN HANDRAIL TO BUILDING RETURN HANDRAIL TO HANDRAIL 5'-0°SINGLE 15'-0"DOUBLE-I'- x8 SPF�2 JOIST®16'O.C.(TYP)W/6' U SPAN TAPERED JOIST 1-O. DESIGN LOADINGS_ g AT MODULI OUISIDE OF MODULE __ % ti ' - LIVE LOAD <U / 100 PSF DEAD LOAD 15 PSF CONC.LOAD O 3009 HAND RAIL-150#(LATERAL) v SOIL BEARING PRESSURE-2,000 PSF DESIGN NOTES: A 1. DESIGNED TO IBC,2012 STANDARDS z R1V1P SLOPE `POET 2. LUMBER: SPF-STD OR BETTER,UNLESS & l - - -�4'-0'—�(MAx 30'RUN) NOTED OTHERWISE z v7 3. PRESSURE TREATED LUMBER FASTENERS: w USE GALVANIZED FASTENERS THROUGHOUT z RAMP—LANDING PLAN VIEW 4. 'SIMPSON'HANGER AND BRACKETS OR z aA 1 scow 3 -1—'T - EQUIVALENT,COATING AS REQUIRED FOR N m e ig TREATED WOOD. 9 N Cr S G a Ln W ujIt oZ � R OtIAL �! . U�' U a ',i i•.11�'i CpNC Q Y g �I POST BA UV PE °s a /D•/� MMOMwI!!00/3g7MIs 2 RAMP—LANDING ELEVATIONr11ElAAT3. TWOPOSTS °QAyBoPA�`OGy e off'"IVt1wR2—Wl�XC�G�1y RA KCDA IRS Scale: 3/8"=1'-0' M. BR N 1P Ba IIfNEW5:09J 14 flEfWb'7A77/MtI 3 . f 17 WSRw MANUFACTURED /MOBILE HOME - ' PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF APPROVED PLANS REVIEWED BY STATE L&I.RELOCATED MOBILE HOMES MUST HAVE THE ORIGINAL INSTALLATION MANUAL OR BE INSTALLED PER ANSI A225.1. AND CONTAIN AN APPROVED DATA PLATE FROM STATE L&I. Location of Installation: AIzL1N&'WFQl AUNIL' M f1AA1ArACT140te R(kf.�__ Client's Name S"���� ,U kQ\A&' LL„C_ Phone' Nu�m�ber: Address: k-7 23 3 3 ''5�"t_Mc City:��(�� State:V Zip Code: q8 2L3 Lot number: Valuation: When acting as the general contractor for installing Manufactured Homes/Mobile Homes, the following requirements must be met per the Washington Administrative Codes. WAC 296-150M-0630—Who may install a manufactured home? 1. A manufactured home may be installed by: • Homeowner • A certified installer • An individual who is supervised by an on-site certified installer;or • A specialty trades person,for certain aspects of installation. 2. A certified installer must be a registered contractor or his or her employee,or an employee of a registered dealership. Contractor's Name: n (-e_� ,FAA,I Lb IA)US LL_C Phone#: 3(0t) -Lk)S' (4g61) Address: P 7$33 —59 "0 46 City:k�1(�� State: b�( r� Zip Code 9 49ZZ-3 L&I Number: V t'1 W City Business License#: t�3� r 1 Installer's Name: t r� t L �b��X. <7�C_TWfeS Phone* 3W Address: 3y at � `fib City: <VtWV State: Zip Code ��z7( L&I Number: r elk�Frt 5 055 A5 p33 A� City Business License#: I hereby certify the above information is correct and that the construction on, and the occupancy and the use of the above described property will be accordance with the laws, rules and regulations of the State of Washington. The applicant will be responsible for providing a method of safely accessing roof for inspection. — Z2- 2ot Applicants Signature Date t���eE ��P int Applicants Name FOR STAFF USE ONLY itccC ivecj AUG 23 2nt-7 Permit# Accepted By Amount Received Receipt# Date Received CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:17833 59th Ave NE Permit#:1619 Parcel#:31052200403900 Valuation:0.00 OWNER APPLICANT CONTRACTOR Name:ARLINGTON ADVANCED Name:HCI Steel Buildings,LLC Name:PACIFIC MOBILE STRUCTURES MANUFACTURING PARK Address:3316 FUHRMAN AVE E STE 200 Address:17833 59th Ave NE Address: 13806 45TH Ave NE City,State Zip:SEATTLE,WA 98102 City,State Zip:Arlington,WA 98223 City,State Zip:Marysville,WA 98271 Phone: Phone:360-403-4900 Phone:360-658-6364 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Mlsc CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC l 10/IRC 110. SALES]PAX-NOTICE:Sales tax relating to con etion and construction materials in the Ci rlmgton st be r po on your sales tax return form A City of I ling(oo Signature Print Name Date 'VR-elemd By Date CONDITIONS See redlined drawings. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 8/28/2017 Processing/Technology Fee $25.00 8/28/2017 Temporary Modular Offices $350.00 Total Due: $375.00 Total Payment: $0.00 Balance Due: $375.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon DOOR SCHEDULE FASTENER SCHEDULE NOTES CODE ANALYSIS MARK QTY. DESCRIPTION COMMENTS CONNECTION NAILI LIGHTING JOIST TO SILL OR GIRDER,TOENAIL S,gd THIS STRUCTURE MEETS CUILDIN COD REQUIREMENTS WAG ALSO(IBC2003), -3'4T X 6'S'MR INSL DOOR W/3TL FRAME EXTERIOR 1. EACH SPACE ENCLOSED BY WALLS OR CEILING HEIGHT PARTITIONS SHALL BE PROVIDED WITH LIGHTING THE 2003INTERNATWNAL BUILDING CODE FOR WASHINGTON STATE GOLD 2 WITH KDHMJAMB R0:38k81-1/4" SOLEPLATETOJOtSTORBLOCIONG,TYPICAL FACE NAIL 16d a IrD.C. CONTROLS LOCATED MIN THAT SPACE.THE LIGHTING CONTROLS,WHETHER ONE OR MORE,PALL BE LABEL INSIGNIAS STD PULL-PULL DOOR HARDWARE SWING:100• RHR SOLE PLATE TO JOIST OR BLOCKING,AT BRACE WALL PANELS 3.16dPER16' CAPABLE OF TURNING OFF ALL UGHTSWRHIN THE SPACE THE CONTROLS SHALL BEREADILY THIS PLAN IS SUBMITTED TOWASHINGTON STATE DEPTL51 FOR APPROVAL BY WA MFG,STD DEADBOLT LOCK(KEYED BOTH SIDES) WALL THK:47116' Op PLATE TO STUD,END NAIL 2.16d ACCESSIBLE;ATTHE POINT(S)OFENTRYIEXTL(EXCEPTION:LIGHTING CONTROLLED BY AUTOMATIC 6 OREGON(OSSC 2005)UNDER RECIPROCITY AGREEMENT FOR GOLD AND GOLD -STO CLOSER CONTROLS)(WBEC 1513.1) INSIGNIAS DOOR:U=.60 DEFAULT STUD TO SOLE PLATE 2.16d END NAR. 2, THE MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH DR AUTOMATIC SIGNAGE:"MUST REMAIN UNLOCKED DURING pRR 12 DOUBLE STUDS,FACE NAIL 16d 24.O.C. CONTROL$HALLNOTEXCEED 16AMPRES.ALVSTFR CONTROL MAYBE PROVIDED AS LONG AS THE THIS PLAN IS SUBMITTED TO WAIF INGTON STATE DEPT L51 FOR APPROVAL BY NORMAL BUSINESS HOURS' IHDIYIDUALSWITCHES RETAIN THE ABUTYTOFUNCTION. NDEPENDEN.Y(WSEC15f32) WAdIDAHO(IBC2003)UNDERRECIPROCITYAGREEMENTFORGOLDANDGOLD DCAIBLETOPPLATES,TYPICALFACENAIL 16d 18'OC. INSIGNIAS 3 ALL DAYUGHED ZONES(WITHIN 7 OF EDGE OF GMHG BY IF DEEP)$HAU.BE PROVIDED W1 INDIVIDUAL Y-O'X V-S'FLUSH HOLLOW CORE ALPINE OAK Mr.37-1/4'x81 DOUBLE TOP PLATES,LAP SPLICE 8-10d SWITCHES OR DAYUGHT/OCCUPANCY SENSING AUTOMATIC CONTROLS.(EXCEPTION SPACES WITH BUILDING TYPE: 5B DESIGN LOADS: t01 1 DOOR WITH TIMELY METAL FRAME SWING.101-LH RIM JOIST TO TOP PLATE,TOENAIL Sd 8'OC. FULL FEIGNITWNLSOR PARTITIONS CONTAINING 2ORLESSFDfiL87 CONTIGUOUS DAYLIGHT ZONES OCCUPANCYGROUP: B ROOF LIVE: 30psf MFR.STD.PASSAGE SET WALL THK:4112' TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2.16d WAY BE CONITROU.ED BY A SINGLE DEVICE PRUIADED THEY DO NOT FACE MORE THAN TWO ADJACENT BUILDING USE OFFICE PONDING; WA CONTINUOUS HEADER,TWO PIECES 16d 16'O.C.ALONG EACH EDGE CARDINAL DIRECTIONS WSEC 15132) BUILDING AREA 14'x 66' 913 sq R WIND LOAD: 85 mph 3'-0 •8 FLUSH E I R0:37.1l4'x Bt' CEILING JOIST TO PLATE,TOENAIL 4- ALL EXTERIOR LIGHTING NOT REQUIRED TO REMAIN ON 24 HOURS CONTINUOUS,SHALL BE CONTROLLED #OF OCCUPANTS: 9 EXPOSURE: 'C 102 1 DOOR WITH TIMELY METAL FRAME SWING:102-L CO_ BYAPHOICELL(W3EC1513.5) -MFR STD.PRIVACY SET WALL THK:4 CONTINUOUS HFAOFRTOS7UD,TOENAIL 4Sd BCD ALT WIND LOAD 3 _ CE&S40 JOISTS.LAPS OVER PARTITIONS,FACE NAIIL 3.1od MECHANICAL BCD ALT.EXPOSUER ,: pRR-2 WINDOW SCHEDULE CEM JOISTS.TO PARALLEL RAFTERS,FACE NAIL 3-16d 1 OUTSIDE AIR INTAKES AND EimusTOURETS SHALL BE EQUIPPED WIA BACK DRAFT DAMPER(GRAVITY 20031BC;SEISMICDESIGNSds=1,Qg FLOOR LIVE OFFICE 50psi RAFTER TO PLATE,TOENAIL 3Sd OR MOTORIZEDJ DAMPERS SHALL AUTOMATICLY CLOSE WHEN SYSTEM IS OFF OR DUPJNG POWER SEISMIC DESIGN PARTITION: 20psf MARK QTY. DESCRIPTION COMMENTS FAILURE(WSEC1412.4.1) BUILT-UP CORNER STUDS 10d 24'O,C. 2 EACH SUPPLYAIR TERMINAL SHALL HAVE AN ADJUSTABLE DAMPER TO ALLOW FOR SALANCING THE 2000 POUND CONCENTRATED 46'x 39'PHILLIPS#830 HORIZONTAL VINYL RO:46k 39' WOOD STRUCTURAL PANELS AND PARTICALBOARD , SYSTEM NEC 1412.1) FLOOR LOAD ON 30'SQ O 8 SLIDER,LOW E-CLR/ARGONA.OWE,U=.32 NFRC SUBFLOOR,ROOF AND WALL SHEATHING TOFRAMING 6d NOTES: MATCH DOOR 3 ECONOMIZERS SHALL BE CAPABLE OFAL OM44TICLY MODULATING OUTSIDE AND RETURN AXR DAMPERS SHGC=.33 VW LOCKS SSCREENS;EMBOSSED OAK HEAD HGT 1I2'AND LESS %dOR0:1 TO ALLOW FOR 100%OUTSIDE AIR TO REDUCE OR ELIMINATE THE NEED FOR MECHAN ICAL COOU% 1.THISBUILDINGMEETSOR EXCEEDS THE ABOVE REQUI REM ENTS FOR THE LINER&CASING 19/3T-314' 8d' CONTROLS SHAILALLOW FOR PARTIAL COMING.(WSEC 1413p NREC PERSCRITNE PATH OPTION FOR CLIMATE ZONE 2,THE OSSC 718'-1' ._ 10dOR8d 4. DUICTWORKSHALL HAVEALLTRANSVERSE SEAMS SE610 W1 PRESSURE SENSITIVE TAPE PER PERSCRIPTIVE PATH AND THE INTERNATIONAL ENERGY CODE FOR IDAHO FIBERBOARD SHEATHING(OSB) STANDARD I FOR DUCTS LESS THAN 2 INCH WATER COLUMN STATIC PRESSURE(WSEC 1414.1) 2.PROPOSED GLAZING%OFG.WA.=8.9% 112 NO.11 GA' 14122) 5. ALL DJCTSAND PLENUMS SHALLBE INSULATED TO MINIMUM VALUES SHOWN IN WSEC TABLE 145(WSEC 81 3,SEE SCHEDULES AND BUILDING SECTION FOR ACTUAL INSTALLED VALUES NO.16GA` 6. COMPLETION REQUIRMENTS:(WSEC 1416) INTERIOR PANELING . &1. DRAWINGS•WITHIN 90 DAYS OF SYSTEM AOCEPTANCEASBILT RECORD DRAWINGS SHAILBE 1 4d PROVDEDTO THE BUILDING OWNER. NOTES: 52 O&M MANUALS-SHALL BE PROVIDED TO THE BUI DING OWNER AND$HALL MUDS ASAMINIMUM: ALUMINUM DRIP RAIL #6x3W HEX HEAD SCREWS AT4IND.C. SUBMITTALS,MAINTANCE MANUALS,NAME OFSERVICEAGENCY. GENERAL 5.3. SYSTEM BALANCING-AIR SYSTEMS SHALL BEBALWEDINAMANNERTOMEETTHEDESON EPDM ROOFING PER MANUFACTOR SPECS FLOW CONDITIONS.(WSEC 1416.3) 1. TONETFACILMES SHALL BE PROVIDED IN AN ADJACENT BUILDING ON SAME PROPERTY,(VAC BA. SYSTEM COMMISIONING-HVAC SYSTEM AND CONTROLS SHALL BE TESTED TO ENSURE THAT 5i%29D2.4) MEMBRANE ROOFING MECHFAS1ENmPERMANFSPECS CONTROL DEVICES AND EQUIPMENTARE CALIBRATED AND ADJUSTED TO OPERATE IN 2 ALL NEWFACIUTIES$HALLBEBUILTIN ACCORDANCE WITH ACCESIBIIJTYREQUIRMENTS FOR BARRIER Common or box nabs may be used except where othe*M stated. ACCORDANCE WITH PLANS AND SPECIFICATIONS. FREE ACCESS(WAC5150.11DO) 'NellssNwdat III Inches on center at edges.12 Inches atintermediate S.S. MmENTATKXN-TESTINGSHALLBEDOCUMENTEDANDGOVMISIONINGREPORT(S)SHALLBE 3. ALL STAIRS.RAMPS.LANDING.AND HANDRNLSTOBE SUPPLIED AND INSTALLED ON SITE BY OTHERS support exccepl S lndres at all supp«b where spans are 46'or more. COMPLETED AND FLO WITH THE BUILDING OWNER UNDER SEPARATE PERMIT(UNLESS OTHERWISE SPECIFIED) For nailing of wood strucitiml panel and pd*Ward dlaphrems and shear walls,refer to Section 2315.3.3&2315A Nails for wall choativrig may be common,box or casing. 'Common or deformed shank DESIGN SUMMARY Common Deformed shank DESIGN CRRERUc SEE OQDEANALYSIS 'CoresIMMI544nt leoMJ 1101!With 7ri6YrdFdlemstar(i t mm) head and I I rr icro llor lrh4ch 1wel ig and 13144nch 3 SHEATHING NOTES: M2.'moalh PRR 13 7116 OSB SHEATHING OVER JOISTS 23D4 hg oenlorrr kq b qn mgvinna s of Section Q MULTIPLE STATE 23043 @ 24 N.O,C,OK BY INSPECTION OREGON BCO 'C-Towresiatantstapleswith7M8fidrdlemeler(11mm)ammand ROOF JOIST& CPRR•13 i. THIS PLAN IS IN ACCORDANCE WITH OSSCAPPENDD(CHAPTER29,TOILETFACILITES ARE PROVIDED N 1118'length to ng I!2lnch sheath' and t+Ranch length for 2 X12 TAPERED WI1'VENTS AT HIGH SHEAR ZONE AN ADJACENT BUILDING,UNDER THE SAME OWNERSHIP OR CONTROL MAXM:IUM TRAVEL DISTANCE OF 25/32'sheatfrrg wn+onm[ng to 9:o requkmeata of Section M.& EXTERIOR WALL STUDS: 500 FT.PER OSSC 2902,4.1 "Panel supports at 16'(20Inches)I scongdt axis is Die long a:rocoon 2X4®181%O.C.,OK BY INSPECTION W-TIVD) 2, ALL NEW FACILITIES SHALL BE BUILT IN ACCORDANCE WITH OSSC CHAPTER 11 FOR BARRIER FREE Of the past,Uhla85 cu rm'"r,nvA.Cut"or%imh Hong spaw 6 Miss HEADERS ACCESS. on panel edges.12 inches at Intermediate supports. HEADER 1 (2)2X4 HF1IMTUD,MAXIMUM SPAl03,t5 FT. 3. ALL BUILDINGS THAT RELY ON ADJACENT FACILITIES FOR RESTROOMS SHALL HAVE AN MA WI EA HFADER2 (2)2X4HRT2STUD,MAXIMUMSPAWk4FT. INSIGNIA,AND A COPY POSTED INACMNCUOUS LOCATION OF THE BUILDING. ROORDECIONG: 4, EXTERIOR LIGHTING SHALL BE COMPACT FLOURESCENTWIA MAX OF40+a PER FIXTURE. BUILDING ENVELOPE 3141N.T80 FLOOR SHEATHING(404)OVER JOISTS C 16IN,O.C. lDAHO DSS RIM JOISTS: 6. SERVICE SINKS AND POTABLE DRINKING WATER TOBE SUPPLIED BY OTHERS ATSITE. RESTROOMS, 1. SPACE HEAT7YPE SHALL BE PROVIDED BY HEAT PUMP,EIECTFDC RESISTANCE HEATING IS NOT (2)2S HF#2 RIM JOIST(S)AT EACH SIDE WI OUTRIGGERS @ V cc. SERVICE SINKS AND DRINIONG FOUNTAINS SHALL COMPLY WITH 2O ISO TABLE 29D2.1 AND SECTION ALLOWED(NEC1302) ROORJOISTS 2902.4.1. 2. ALL INSULATION MATERIALS SHALL BE INSTALLED PER MANUFACTURE'S INSTRUCTIONS TO MAINTAIN R#2 R M JOISTS Q 151N.O.C. Wd PROPER DENSITIES,MAINTAIN CIFARANCES,AND OBTAIN FULL R-VALUES.(WSEC 0112) PODF y(o M FIR NG SHE 3. ROOF CEILING INSULATION SLBE INSTALLED WI MIN I'CLEAR AIR SPACE TO ROOFING MEMBERS 7115'03B RATEDSTRIICTIIRALSHEATINGWTfHBLOCXEDEDGES,OFT.EACHENDO.00FT.. BID®S O.C. ABOVE.(E(CEPTION RIGID INSULATION INSTALLED BETWEEN ROOFING AND SUBSTRATE)WHEN EAVE VENTING IS PROVIDED,INSTALL BAFFLES TODEFLECTAIR OVER SURFACE OF INSULATION RSEC13112) B'O.C.D.C.@ BOUNDARY EDGES TXIESANDIPINThEFIELD2'WDEBOUNDRYMEMBERSBO 4. L7(IEAIDR WALL CAVITIES SHALL BE FULLY INSULATED TO THE LEVELS OF THE SURROUNDING WALLS (NEC 1311.3) TOP PLATE SPLICES: 5. FLOOR INSULATION SHALL BE INSTALLED IN A PERM AVANT MANNER IN SUBSTANTIAL CONTACT WITH THE (I)2X4 CHORD(MIN.)W117.10D NAILS®EACH 81DE OF 2X4 SPLICE SURFACE BEING INSULATED.INSULATION SUPPORTS SHALL BE INSTALLED NOT MORE THAN24'O.C. BUBDINGENDWALLSHIFARWAUS: INSULATION SHALL NOT BLOCKFOUNDATION VENTING.(WESC1311A) LINEAR FEET OFSHEAMAIL&13.03FT. 6. DOORAND GLAZING U•FACTORS SHALL BEOBTAWEDRS31(NFRC LABEL)ORFROMWSECTABLEIN Sw-kTHMG (WSEC 1312.1)$HOC SHALL BE DETERMINED FROM RS31(NFRC LABEL)OR FROM RS-1(ASHRAE 7116'LP SMART PANEL VERTICAL PANEL SUNG WITH BD NAILS SHADING COEFRCIENTS)(WSEC 13122) ATTO.0 ALONG SIDING EDGES AND 12'O.C.IN THE FIELD 7. VAPORRETARl1ERSSHALLBEINSTALLEDONTHEWARM91BE(INWINTER)OFINSULATION/SREQUIERED BYWESC.ROORCEILING VAPOR RARRIER MAYBE 0;"TTDWHENALLINSULATI)NISINSTALLED HOLM MS:(1)VAWI(1)SIMPSONST-22TORIM DRAWING INDEX BETWEEN ROOF MEMBRANE AND ROOF DECK(WSEC 13132) BUILDING SIDE WALL SHLMWALLS 8. EXTERIOR JOINTS AROUND WIIDOWSAND DOOR FRANFA OPENINGS BETWEEN WALLS,AND ALL OTHER ut�FEETWALLSHEA WAL 4aTFr. N0. DRAWING TITLE OPENINGS IN THE BUILDING ENVELOPE SHLALL BE SEALED,CAULKED,GASK T ED,ORWFATHERSTRIPPED SHEATHING: TO LIMIT AIR LEAKAGE.(WSEC 1314.1) AO COVER SHEET-F10TES-SCHEDULES 9. DOORS AND OPERABLE GLAZING SEPARATING CONDITIONED AND UNCONDITIONED SPACE$HALL BE 7118 LP SMART PANEL VERTICAL PANEL SIDING WITH BD NAILS Al FLOOR PLAN-3('.4EDWrFS WEATHERSTRIPPED,FDEDWINDOWSSHNIBEDGHTFLITINGWIGLASS RETAINED BYSTOPSWI ATB•O.CALONG SIDING TDGESANDI2'O.C.IN THE FED A2 ESFMRELEVATIONS SEALANTALL AROUND.(SYVEC13142) (1)24WITHHOREQUIREDSTWLPSATENDOFSHEARWALLS 8'1 BBUpAENG SECTION,DETAILS F. FR PLAN F2 FOUNDATION PI,W E1 ELECTRICAL/MI:CHANICALPLAN P. PLUMBING PLAN MARK REVISION MOBILE OFFICE awroMERsueMOTAL +�+ , Mobile JOB NAME 14UV srtN: 1006-104/113 JOB NO: 3909 © Lai SUBMITTAL IVAN© wREsuBMRru +� MOM a ocular Buildings 14219SMOKEY POINT BLVD. SHEET COVER SHEETMOTES SM PLAN NO: _ sHr A.® MARYSVILLE,WA 98271 TLE A\ FINAL 1ffiab8 F(360)65M790 THIS DRAWINGCANNOTBE RB'RODUCEDWRHWrTHEWRBTEN CONSENT OF WHIREYEVERGREFN INC. DRA1'iNBY: NJG FILE: 3900,A (380)859-7735 FAX. DATE 10112J08 10.412" 11P T•11' 51l2' Ao 8' LAY-FLAT FOR FUTURE WALL 1 sr-1 ,\ 1 IPe O OPRR•2 s OFFICE i ri Z L OR 0 s SW ae a NOTE: 1y b FLOOR DEPT.LEAVE KNOTCH IN Q b RIM FOR PANNEL CONDUIT FLOOR PLAN Scale:1/4"=V-0" REF ROOM FINISH SCHEDULE ROOM ROOM NAME NORTH EAST WEST SOUTH WALL WALL WAIL WALL CEILING FLOOR NO. MAT MAT MAT MAT MAT HEIGHT MAT BASE I INSTALLED 100 OFFICE 1/2'VCGWS ire VCGWB 1/2'VCGWB 1/P"VCGWB ACT T-1(r VCT RUBBER PLANT 101 OFFICE 1/2'VCGWB 1/2"VCGWB 1/2"VCGWB 1/2"VCGWB ACT T-1V VOTIRUBBER1 PLANT 102 BATHROOM" GWB GWB GWB GWB ACT I A-1(r 'S.V. RUBBER PLANT FLOORS "CONNECTION CORLOW SHEET V, (RESTRDOM ONLY) VCT-VINYL COMPOSITION TILE BASE-4"ALL AROUND BASE-WIN BATHROOM WALLS 1/2'VCGWB L\ 4'F R P W�;C C TOILETS PRR-1I M,-, G5Y6 BEHIND) CEILING ACT-SUSPENDED ACOUSTICAL CEILING TILE,25t 4x 5/8' LAY-IN(INSTALL PER UBC 25.2) MW REVISION Dale MOBILE OFFICE ous=ERsmwrrAL 101+2198 • ) JBNME WX66' OB NO: 3909® Lm s,B�AL 10rs 1006-104/113 1 ® L81RES wrrrAL 17N1/00 MODIIe Moau ar Buildings 14219SMOKEYPOINTBLVD. SHEET FLOOR PLAN SMPLANNO: _ SRT A. 1 MARYSVILLE,WA 98271 0 FINAL 12ram 60)653-6790 (360)659-7735FAX. THISDRAWROCANNOTBEREIRODucmwBR THEWRITOCONSBaoFWHmEVEVERGREENW. DRAwNer: NJG FttE: 3909-A OATS; 10112/08 FOUNDATION VENTING REQUIRED: 14'Xf66'=913sg0,8.Osgft X144=884sgin FOUNDATION VENTING PROVIDED: 8'TOP TRIM 7� \ 7 SLOPE F.C. F.C. IN USE WPGFCI F.F. F.F. FOUNDATION VENTS TYP UNDER FLOOR ACCESS 30'x,B'MIN 7H6'L.P.SMARTPANELSIDING EAST SOUTH PRR4 (2)20'X 2-SCREENED VANDAL RESISTANCE FLOURESENT W1 PHOTO CELL 3 7n8'L.P.SMART PANEL SIDING VENT NOTCH EACH END AT EXT.DOORS EPDM ROOFING S,) W TOP TRIM F.C. -- i F.F ————————————————— ———————— --/---- -- F.F. 4'TRIM CORNERSBWINDOWS SXIRTIFIG INSTALLED FOUNDATION VENTS TYP RECESSED WEATHER PROOF ON SI�i tt 1—Box WI FLUSH COVER PLATE'FOR 7HB'L.P.SMART PANEL SIDING (BY OTHERS) FUTURE SIGN UTE NORTH WEST EXTERIOR ELEVATIONS MARK mmsfXi _ Dd, r MOBILE OFFICE p cu6roMER6uwa& Ion= � • � aaeNAME WX66' 48NO: 3909 p LAIBUBRm� sN: 1006-104/113 EXTERIOR ELEVATIONS 14MIA YSVIU:Y POINT BLVD. STD PLAN Na A.© W RE,NleMmAL 1?It7/OB o i e Ia r u o � � �n gS MARYSVILLE,WA 96271 SHEErTRLE — � FINAL ,NlBroB (300)653-5790 (300)659-7735 FAX. TIpSDRAWNGCANNOTBeRFFtODUCmWRH00fTHEWRO>E7ICONSEMOFN7rtLEYEVFRGAEfliBIC DRAWN BY: NJG FILE: 3909 DATE 10/12/06 ROOFASSEMBLY "\- EPDM CLASS C ROOFING-INSTDN PER UL-R13850 45 ML MVLEHIDE EPDM FULLY AHEAROD W1 WATER BAST ADHEDS' PRR 11 RQOF VENTING RETIRED: 1 GALA LXSOFT. 14 X65=913SOFT=3.0SOFiX144=438.23SOIN 7/I6 MULE-HIDE FR DECK PANEL'C' 3 Z02 HF2 RAFTERS AT 24'O.C. (2)20'X 2"SCREENED 3 1T AT RIDGE TAPPERED Y TO ENDS ROOF VENTING PROVIDED: VENT NOTCH EACH END R30 FIBERGLASS INSULATION IAS NOTED WITH 1 PERM MAX VAPOR BARRIER 4.2'x 2W=160 S0.IN.TOTAL PRR-U •SUSPENDED Zx4'ACOUSTICAL CE WNfl 13 D CUT 17(5'NOTCH IN RIM JOIST® (INSTALLED AS PER 803 9.1.I&I.B.C.2M621, VENT CALC PER RAFTER BAY: S� 6'-8 1'41 6'L ASTM C635&C636)a4 ASCE SECTION 9.6.2.6 16'O.C. 231P21i B-0'a 2268 cq_in-,7.5 sq in FOR VENTING(SCREEN) 2'SLOPE -30D— \ 2'SLOPE (FROM CENTER) VENT NOTCHES PROVIDED: ALUMINUM DRIP RAIL 6'x 1%x 2 NOTCHES PER RAFTER=10 eq In 2x12 CONTINUDUS RIM H ,� (3)16d NAILS FROM - RIM JOIST TO EXT.WALLS ASSEMBLY JJ END OF RAFTERS TYP -12'VC GWB W/VINYL COVERED BATTENq Bd @ 8"O.C. R-15 FIBERGLASS INSULATION BATTS-NrrACEO 2 X 4 H.F.STUDS 16'O.0 DOUBLE TOP A SINGLE BOTTOM PLATE MR.OQ"'JOfRfS� -7116'LPSMARTPANELSI06NGW/8'GR S� i INTERIOR WALLS !� 48'FRP WAINSCOT @ SATHROO$AREAS REQUIRED BY IB�121u,F R.12 -1R'VCGWBWIBA7TENS 1 ✓ 2X4 HF STUDS AT 24'O.C.,DOUBLE TOP,AND SINGLE 1 B07TOM PLATE ROOF/WALL INSULATE ALL INTERIOR WALLS r R-11 Sale:3l4'=1'-0' s I — I s S1 F L_ J F FLOOR ASSEMBLY 1/6'VCT TILE 3 310 T&G UDLX PLYWOOD SUB-FLOOR FOR VAPOR BARRIER MAX 1 PERM PRR-03 2 2x6 H.F.02 FLOOR JOIST @ 16'O.C.(TRANSVERSE) 318'0 CARRIAGE BOLT(4 CORNERS) DOUBL 9 RIM JOIST INTO HEAD/TAIL BOARDS 3/8' 2x4HFSTUDS - RUPIFPBERGL SINSULTIONB TSUNFACED LAG BOLTS UPTHRU AT OUTRIGGERS TO RIM 16'O.C. \ -FS-25 MOBILE FLEX BOTTOM CLOSURE - 7118'SMART PANEL BAND 4"WIDE T1P,C+L -7116"LPSMART PANEL SIDING Wl8"GROOVES -—� 2xB D.F#2 R-2114SUlATLON 6 MIL BLACK POLYETHYLENE gOpOp JACKSTAND PROVIDE BLOCKING BETWEEN JOISTS OVER FLOOR JOIST OVERLAPPED 12'ON GROUND CANTILEVER SUPPORTS FOR 8'-0'EA.END OF MOD,DR AT EVERY OTHER JOIST BAY $1 FLOORIWAALL CONNECTION DETAIL CROSS SECTION SEALANT(NOTE PROVIDE SEALANT SCALE v2"=r-V ON THE BACK OF TRIM BOARD 8 ALONG EDGES) 2X4 BLOCKING BETWEEN VENTS 7116"LP SMART PANEN CUT 1 X5 NOTCH IN RIM JOIST 18.O.C. SIDING FOR VENTING(SCREEN) ALUMINUM DRIP RAIL 1x 4 TRIM BOARD 4e 2X12 RIM JOIST 314'x7116'X11/4'DALY. Wrx 11/7 SPACER atORRIM IL STTOM Z FLASHING OVER WINDOW BLOCK NAILING FLANGE END OF RAFTERS TYP 20 END WALL 331 WINDOW SEALING DET. 31 SCAM:3'=1'-' VENT DETAIL SCALE:1'-1'-W MARK REVISION Date MOBILE OFFICE CUSTOWR SUBMITTAL 10112o6 ,roe NAME 14'x66' SR1: 1006-1041113 JOB NO: 3909 IN SUBWTTAL lam h C 1 ® L&IREsuBMrrrAL 12112IN 14219SMOKEY POINT BLVD. SHEETiI CROSS-SECTION STD PLAN NO: _ ypT V■ 1 © F91AL 12ft" MARYSVILIE,WA9B271 THSDRAWINGCANNOTBEREFROOLICEDWITHWTHEMTTD10ONMOFWHRIP/EVOW104RC. DRAWN BY: NJG FILE: 3909-A (380)8535780 (360)859-7736 FAX DATE 10112f(!6 a-ill (OUTSIDE F.O.S.) 29'-S' 36'A 116' Z-r Z-r Z-r 2'-r 7-r PLUMBING DROP TYP. z z N! N v W LLQ� 6 DEMOUNTABLE TONGUE NOTCH FO CONDUIT AXLE LOCATIONS(REMOVABLE) TRAILER FRAME 1 1 3/4" DIA HOLE EACH END OF TAIL BOARD FOR FOUNDATION 8• TIEDOWN, DRILL AT PLANT 11 VIP C 13 GA �I'f— Ire' ZIEMAN o 1re' GA ZIEMAN —� 99' MAIN RAIL 1 1 1/S' 1/6' 1 �iY- 1�• CROSS MEMBER OUTRKIGER CROSS MEMBER TAIL BOARD Scale:3/4• WELD DETAIL Scale:31C=1'-0' Scale:3/4'=1'-0` 33` 3/4" DIA HOLE EACH END OF TAIL BOARD FOR FOUNDATION 1r 23l4` 6' TIEDOWN, DRILL AT PLANT —1fi— wTT MAIN RAIL 121 § 11 GA —}— ZIEMAN 1/4" THICK STEEL SPLICE PLATE (1) SIDE OF RAIL PRE-0RILLED HOLE 7/16'DIA 116' 1'FROM END OF OUTRIGGER I I 1 1 TYPICAL L -166' I#— 114' OUT RIGGER HEAD BOARD WELD DETAIL MAIN RAIL SPLICE Seale:3/4"-V-0` Scale:31,r=V-W Scale:314'_T-O' P® "PLANS NOT REVIEWED BY STATE OF OREGON BUILDING CODES DIVISION" MARK REVISION DahD MOBILE OFFICE cusTOMERTTSUBMAL IfrAL 70Az0BPcicific Mobile , >+•� JOBNAME �]WX66' sN: 1006-104/113 ���� 3909 LBI SUBM 1onlme f°RAME I I 14 MARYSVILLE,WA 98271 219 SMOKEY POINT BLVD. ® L61 RE SUBMITTAL i 17IM" 01 e 0 U I a P L1 I�g SHEETITI E STD PLAN N0. _ SM. F.1 FINAL ,72Bloe (300)6535790 (300)659-7735FAX. THIS DRAWING CANNOTBEREPRODMWMOUTTHEWRRIENCONSENTOFWHDIE7'EVERGREEN NC. DRAN7IBY: NJG FI..E: 3909A DATE: 10/12106 (STEEL FRAME) MAX — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —t �11 4MAX --I- Tom- --WN -� O I b I r - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - ----=� I. W4 (OUTSIN F.OS) SCALE: FOUNDATION 3VO BOLT THROUGH FLOOR SYSTEM INTO HEADlfAB.BOARD ,f10 BOLT THROUGH TIE / fi COD#JACKS T MO DOWN STRAP 6 HEADRAIL BOARD(S PLACES) raHEADITAILBOARD '€ �c TIE DOWN ANCHOR PER SOIL 2C'SO x,'THK POLYVULC PAD REQUIREMENTS F:!E-TIE DOWN ANCHOR PER SOIL REQUIREMENTS CONNECTION DETAIL n CONNECTION DETAIL PR©R%8 'PLANS NOT REVIEWED BY STATE OF OREGON BUILDING CODES DIVISION" MARK mmsm DatD v MOBILE OFFICE p CusToMERsuBMITfAL ,BHame Mobile x JOB NAME 14'x66' JOB NO: 3909 p L81 SUBMITTAL ,QBFOUNDATION srt� 1006-104/113 © L RE-sua'm� +�" MObll@ MOal11a�BUIIf71t19S 14219SMOKEYPOINTBLVD. SHEEfTfrtOUNDAI ION sm PLAN NO. _ F�2 FINAL 1Y� MARYSVILLE,WA 96271 (390)653-5790 (NO)659.7735 FAX. THIS DRAWINB CANNOT BE RcPRC-'I)=WITIW HEWRITO CONW OF WHITLEY EJFAGAEENINC. DRAWN BY: NJG FILE 39096A DAM1a1PJO6 25 GAL.ELECTRIC WATER HEATER 72'AF.F.IN CABINET ON WALL ELECTRICAL SYMBOLS ra HEATTRLO oUTLE7 UNDER FAOR H4 r.1 2k4'FLUORESCENT LIGHT FUTURE(82va) P2 MODEL MFR.STANDARD LAMPS:(2)F32T8 e / e e 4 BALLAST.(1)ELECTRONIC 3 DIFFUSER:PRISMATIC DUPLEX RECEPTACLE(15amp)(18'AFF U.N.O.) 22 ; •1 zoom 22 eY 2 2 e'r 2 2 Ur 2 m MODEL,MFR.STANDARD e / e A 0 A A H-1 DUPLEX GR"D FAULT INTL%PTPIG RECEPTACLE(15") -MODEL MFR.STANDARD - - - - - - - - - -INSTALL WEATHER PROOF IN USE COVER Pa 8'X� 18 FLA aPa AT OUTDOOR WETLOCATATIONS ( I2rxvx2V GRILL MTG.HGT.:18'AFF(U,N.O.) COLORWEYW - - - - - - _ WALL $ SINGLE POLE SWITCH W/COVER PLATE - - - - - 15AMP UNLESS NOTED OTHERWISE F7 F2 F?- "'• F2 F2 20 SPACE 120/240 VOLT SINGLE PHASE 125 AMPERE F 2 I A H . 2 n MAIN BREAKER ELECTRICAL PANEL WITH FLUSH COVER 2 e FLOURESENT EXTERIOR LUMINAIRE 40 VA 3 MODELMFR.STANDARD e A e e COVER:TAMPER RESISTANT I S S =L PRRft CONTROL:PHOTOCELL 0Lij 9 a.Z f`EDSIGN o2 DED SIGN J-BOX FOR FUTURE SIGN LIGHT,FLUSH MOUNTED ©SIGN -LOCATE AT EXTERIOR DOORSIB'AFF -WEATHERPROOF COVER TYPE 3R EXTERIOR SAFETY SWITCH ELECTRICAL/LIGHTING FOR HVAC.UNIT 1.THIS BUILDING MEETS THE REGUGRMENTS OF TEE 20%NEC MO MIMFNDME,YTS ELECTRI CALIM E C HAN I CAL ONE LINE DIAGRAM WAC 29818A 2 THIS BUILDING MEETS THE REQUIREMENTS OF THE 2M5WA STATE ENERGY OWE Scale:1/4"=V-0" UNDERGROUNDSERVICE �. HEAT MODE ACEMFF STANDARD 1 ENTIRE BUILDING TOBE WIRED IN MC,FLEX AND E.M.T HEAT TRACE RECEPTACLE UNDER FLOOR(20amp) 4.SERVICE ENTRANCE-STUB THROUGH FLOOR BELOW FRAME REF 5 TYPICAL WIRE SIZES: MDP HVAC SYMBOLS 15AMP-#14CU 30AMP-#10CU 12axav le 20 AMP-#12CU 35AMP-#8CU PRR-06 O BREA 6.ALL RECEPTICLES TO BE IW A.F.F.TO CENTER OF RECEPTICLE m '�'e n ® SHOEMAKER 104PD24'x2VSUPPLYAIR UNLESS OTHERWISE SPECIFIED. DIFFUSER W/BALANCING DAMPER AND 7.GROUND FAULT PROTECTION REQUIRED FORALL RECEPTICLES ON NIL comnol s NO LABOR COLLAR WO IN WET AREAS Ff anus 8.ALL CONDUCTORS AND CONDUITS SHALL BE SIZED AND INSTALLED TO 1'PPLYAIFIBERGLASS DUCT BOARD(R-0MIN.) COMPLY INGCON THE CONTROLS DOS SHALL 9.LKiHfINGCONTROLS SHALL BE PROVIDE FOR EACH SEPARATE ARFA,READILY ACCESSIBLE AT THE POINT OF ENTRY/0917,CONTROLS SHALL BE CAPABLE OF ¢xn m rx xmH TURNING OFF ALL LIGHTS WITHIN THE SPACE(WSEC 1513.1) (Z)elTHHNP"CU e5CUaoT00NaxoRm (V/SEC15132) I11P+TI+"+a ANDcanwArtnP.oc 10.MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A,SI'NGLE SWITCH OR HEAT PUMP:SEE EQUIPMENT SCHEDULE CONTROL SEAL NOT EXCEED A 20 AMPERE CIRCUIT LOADED TO WIS.CAPACITY 11.ALL LIGHTS WITHIN DAY LMHTED ZONES SHALL BE PROVIDED WIN INDEPENDENT LIGHTING POWER BUDGET CONTROLS SEPARATE FROM THE GENERAL LIGHTING"SEC 15113) 3 7 DAY MICROPROCESSOR CONTROLED 12.EXTERIOR LIGHTS SHALL BE CONTROLLED BY A PHOTOCELL(WSEC 1513 5) PRR-05 QT 13.ALL UMg NSSN(3,QNTCONTROLSWHICHINCLUDEOCCUAPANTORDAYLIGHiSE WSEC LTG BUDGET PROGRAMABLE THERMOSTAT WITH NIGHT SET 13ACK AUTOMAT TROI CCONBORTIMESriITCHESWALLBETESTEDTOENSURETHAT AREA TYPE SQ.FT. VA/SQ.FT. BUDGET AND 5 DEGREE DEAD BAND(MOUNT 046'AF.F.) SYSTEMS OPERATE PER DESIGN PLANS AND SPECIFICATIONS.ACOMPLETEREPORT #1OFFICE 866.0 1.0 866.0 OF PROCEDURESER(WSEC 17'ANDRESULTSSWYLBEPREPAREDANDFILEDWITH TOTAL INTERIOR 866.0 EXHAUST FAN 14.HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COA4PONENtsEouJ'MENT AHD SYSTEMS ARE CALIBRATED ADJl13TED AND OPERATE EXTERIOR 159.6 7.5 1.197.0 1NACCORD N�1mHAPPkaveDPLAvsaNOSPEcIHcanoNs.acoMP1ETE DESCRIPTION CONNECTED CODE JOEMAND VA REPORT OF HVAC EQUIPMENT SCHEDULE IONINGREEPOORTUSf�WMPLYW HWSECB144181A22MSSED WITH C 4,144AN,1�R TNT. LIGHTING VA FACTOR WASH JOREGON MARK QTY. DESCRIPTION COMMENTS WSEC 744.0 1.25 930.0 866.0 BARD#WH381-A1103TON WALL MOUNTED HEAT W/ECONOMIZER EXEMPT 0.0 1.25 0.0 . PUMP W/10kw HEAT STRIP W/PROGRAMMABLE TSTAT. �N�lUn NEC(OREGON) 3,031.0 1 H•1 35 000 STUH COOLING 100 EER SUB-TOTAL 744.0 930.0 34:400BTUH HEATING.2.9000P 'FOR1°°%osA) PANEL SCHEDULE O. EXTERIOR LIGHTING 1020 CFM HIGH SPEED DRY COIL-240V 10, LOCATION: 1NTFn OR MWNTING: FLUSH 120 240 VOLTSJ I PHASE WIRE: 4 NON-EXEMPT 80.0 1.25 100.0 100.0 H-2 1 BROAN CEILING FAN ENCLOSURE: 125 AMPS w rAN BREAKER 10 00o Ax: WSEC EXEMPT 0.0 1.25 0.0 0.0 QTR110 11DCFM CK DESCRIPTION KVA P AMP A B AMP P KVA I DESCRIPTION CK RECEPTACLES 1 HEAT PUMP 7.5 2 eo • 20 1 " LIGHTS FAN 2 MARK QTY, DESCRIPTION COMMENTS a 1 7.5 - 1-1 20 1 0.7 GEN RECEPr A THRU 10,000 2,160.0 1.00 2,160.0 2,160.0 WATER CLOSET-MFR STDADA FLOOR MOUNTED RM-102 s WATER HEALER 1.5 1 20 • 20 1 0.7 CEN FIECEFT B OVER 10,000 0.0 0.50 0.0 0.0 R1 1 TANKTYPE TOILET PAPER HOLDER-MFR STD GRAB 7 WAT TAPE 1.2 1 20 20 1 0.7 GEH RECEPT 6 MOTORS BARS-MFRSIDS-PIECEW1110,18'@36'AFF s1 Slcn 1' 1 0 • 12 LARGEST 4,080.0 1.25 5,100.0 5,100.0 LAVATORY,MFRSTD WALL HUNG CHINA,19-A17'W/ RM-102 1J 14 REMAINING 996.0 1.00 996.0 996.0 P-2 1 FAUCET ABBY,SINGLE PIECE-PROFLOA is PF4013-MCP MIRROR-MFRSTDI6'x34•(CENTERED 171 SPACE HEATING 10,000.0 1.00 10,000.0 10,000.0 OVERLAV.) 19 20 MISC. 3,900.0 1.00 3,900.0 3,900.0 1 MFR STD.2.5 GAL ELECTRIC WATER HEATER IN RM-102 COHTRIWRON FROM PANEL TOTAL CONNECTED KVA 22.0 MISC CONTINUOUS 0.0 1.25 0.0 0.0 ® CABINET @7TAFF PHASE a 11.8 AMPS 91.5 TOTAL WATTS 21,960.0 23,186.0 25,287.0 PHASE B: 10.1 TOTAL AMPS 91.5 96.6 105.4 sueroTu s2.o Toru DEMAND Iva 23.2 12M DEMAND FACTOR IDAHO ONLY 120.8 MARK REVISION Dale '- � - MOBILE OFFICE Q cusroMElEsuBMmu 1on2roe P • JOB NAME 14'X66' Joe No: 3909 ® LBI sUBMmu Humsm 1006 104/113 © LA'R Im^L 12N2% Moblle Modu ar Bull Ings 14219SMOKEY POINT BLVD. BHA ELECTRICAL-MECHANICAL SM PLAN ND: _ E. Q TITLE FINAL flPoe MARYSVILLE.WA 98271 (360)6535790 (300)6WT735 FAX. THIS DRAWWG CANNOT BEREPROWCEDWMW THE WRITTEN CONSENT OF W ATM EMOAEEN RTC, DRAWNBY: NJG FLE: 3909-A DATE 10/12/06 F O F Wt1ee1 e veem(im 00 Q m-,ipY,5vibb'✓,Wj1 98270 T¢l:425.31.9.1919 f �Ann iklpel r �roa+ O CLIENT TED WHEELER F a HCI STEEL BUILDING ARLINGTON,WA 98223 = Tel 60. 0 00 §§� :3 4 3.49 m 6 O 172ndStNE O1 Edgemmb PROJECT We TEMP OFFICE L V10NITYMP TIP _I Ili l� vu�t0� :Vx,W � vnw:rx: I�1 i K 9 k"tY I`i'i DRAWN BY VWM ISSUE 08.23.17 DESCRIPTION SITE PLAN SCALE:1=20 Gill Received AUG 2 3 2017 CITY OF ARLINGTON % 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT _ Address: 17833 59th Ave NE Permit#:1619 Parcel#:31052200403900 Valuation:0.00 OWNER APPLICANT CONTRACTOR Name:ARLING'TON ADVANCED Name:HCI Steel Buildings,LLC Name:PACIFIC MOBILE STRUCTURES MANUFACTURING PARK Address:3316 FUHRMAN AVE E STE 200 Address:17833 59th Ave NE Address: 13806 45TH Ave NE City,State Zip:SEATTLE,WA 98102 City,State Zip:Arlington,WA 98223 City,State Zip:Marysville,WA 98271 Phone: Phone:360-403-4900 Phone:360-658-6364 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Misc CO— YEAR: 2015 STORIES: I TYPE: DWELLING UNITS: 0 )UP: BUILDINGS: I I AGREE TO COMPLY WITH CITY AND ST )N AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYI OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCL THIS APPLICATION IS NOT A PERMIT UNTI, OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUL _ URE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN l ..Lu. IBC 110/IRC 110. SALESTAX-NOTICE:Sales tax relating to construction and construction materials in the Cif rltng'ton st be po on your sales tax return form Sd ed City of rlingtoO410 . Signature Print Name Date —VR-,Tm— ed By Date CONDITIONS See redlined drawings. Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 8/28/2017 Process ingrrech nology Fee $25.00 8/28/2017 Temporary Modular Offices $350.00 Total Due: $375.00 Total Payment: $0.00 Balance Due: $375.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit Information Date 8/24/2017 Permit Number 1619 Project Name HCI Steel Buildings,LLC Applicant Name HCI Steel Buildings,LLC Applicant Address 17833 59th Ave NE City,State,Zip Arlington,WA 98223 Contact Ted Wheeler Phone 360-403-4900 Email emily@hcisteelbuilding.com Permit Type Misc Site Address 17833 59th Ave NE Valuation 0.00 Status Applied Permit Issued Permit Expires Square Feet 924 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Modular Office Assigned To Kristin Foster Property Information Owner Information Parcel#:31052200403900 ARLINGTON ADVANCED MANUFACTURING PARK ARLINGTON ADVANCED MANUFACTURING PARK 3316 FUHRMAN AVE E STE 200 17833 59th Avenue NE SEATTLE,WA 98102 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# PACIFIC MOBILE STRUCTURES :360-658-6364 1 CONTRACTOR (Labor and Industries PACIFMS033DC Review Date Type Descri tion Tar et Date Completed Date Assigned To Status 3/24/2017 Mobile/Modular 8/31/2017 ,my Rusko 11in Review 3/24/2017 Mobile/Modular 3/31/2017 Rick Karns 111n Review Fees Fee Description I Notes I Amount Processing/Technology Feel341.43.00.021 $25.0 Temporwy Modular Office 322.10.00 0 $350.0 Total $375.001 Uploaded Files Upload File Date File Uploaded B 8/24/2017 9:06'37 AM 1619 ADA Ramp Plans.pdf Foster,Kristin x 8/24/2017 9:06:37 AM 1619 Plans.pdf Foster. Kristin �( 8/24/2017 9:06:37 AM 1619 Site.pdf Foster,Kristin x 8/24/2017 9:06:37 AM 1619 Application.0 Foster,Kristin x { MANUFACTURED /MOBILE HOME PERMIT APPLICATION Department of Community&Economic Development City of Arlington - 18204 59th Ave NE-Arlington,WA 98223 •Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF APPROVED PLANS REVIEWED BY STATE L&l.RELOCATED MOBILE HOMES MUST HAVE THE ORIGINAL INSTALLATION MANUAL OR BE INSTALLED PER ANSI A225.1. AND CONTAIN AN APPROVED DATA PLATE FROM STATE L&l. Location of Installation: AKLIN&TOFI khVAMC_" MAML4rAcrufe PkK�_ Client's Name �j C-1 ST 'L Ul ll..D�J�G'S 'L L, C. Phone Number: 3(0o— qf)3- L{90 v Address: -7 2333 '59A-tJ�� City:�A &qo State: Zip Code: g62L3 Lot number: Valuation: When acting as the general contractor for installing Manufactured Homes/Mobile Homes, the following requirements must be met per the Washington Administrative Codes. WAC 296-15OM-0630—Who may install a manufactured home? 1. A manufactured home may be installed by: • Homeowner • A certified installer • An individual who is supervised by an on-site certified installer;or • A specialty trades person,for certain aspects of installation. 2. A certified installer must be a registered contractor or his or her employee, or an employee of a registered dealership. Contractor's Name: [A C--1 ST Z lLU.I l-A,D�,U)(rS L_L.0 Phone#: 3(0P"�k 4Q60 Address: 1 7�33 —59 11W 0 f9� City:' ,�(,7 N State: Zip Code: QQ 1 g7_7_3 L&I Number: `-f 14 V '19 - y, w City Business License#: L3 Installer's Name: rr I,,)L db kQ ���C.�IArGS Phone#: Address: (3 T at �b f" City:gAILIC01wir State: Zip Code: %471 L&I Number: City Business License#: I hereby certify the above information is correct and that the construction on, and the occupancy and the use of the above described property will be accordance with the laws, rules and regulations of the State of Washington. The applicant will be responsible for providing a method of safely accessing roof for inspection. . Z't— To1 Applicants Signature Date W �-e e LE4P_ Pint Applicants Name FOR STAFF USE ONLY ���GI AUG 23 2017 Permit# ACC ted By Amount Received Receipt# Date Received r.HaUn ZL Jo g 1N+AO/I.I mu +1%oW " : 1 sub weWuf Na �_c .7LLYI IQZ amd TaOtlddY smMYHO N9UO9>jlglKp - I�-skiI 19 SUld.Z I A - 1V31LM3A OML (OAd9).11'OL�=((S 31 CL'CR+•n313 .914 ySd'710H+MY HnSS55 Atl3NIH3M D IVNN31x3 ^ / tl ' SIM AB 03nddn5 a 9 W ONIO19109N!I 10N ' , � 2 � +} Atl3NIWVn 1VN7d1%3 �n 9L Re ONlmme 9l ONimino 7C l�J�raM f s _- 6677 1d 'OS [ZC9L �{ 9I 101 (NOQIOOI'I 7fOMdd� R' a mantas ss m MOOwm 1 tl, dnnd 1;3H IIJIM IAN 1VNH31X3 y MrUn U3MOd + -9NAIVtl 1V1317 - QW)Otl093m91 ' rinvn a3MOd I.OL+L r� MM0 Ol MWA AMA ZINO"minorptla9Nn XCS Hum X3 MOMaM 4 J 13nd9).9rf2l.pJJryry nJ tlYfl011MS ')O O nOnHOtl74N� — (3AdA).CCYLt.IM)3I ) LVIV1 WWII 4 .ec•rc/d19tl cl 1x""ws9 nld 3O1 3nTtin sv3 .ti p • •� 9t ay��,+.0 Ae M4.Y n.ce • )•H3NIHJVW lYNtl31X3 C m � t7 LO ..37+lOsflffHl4 7m'��J .• N a0 .Nb wrote_, * -` AL .A�1 A A ' 03H5 �; Q Vtl31$ ALilUn t• 3dW SvO ONnOdOU30YA 3dld„Z xNA (3,49).LO'CEI.001 OOd SVO wV�LVN 93 3A1Vn Atl3NIH3VR N N 5 (3Ad.B),I�Y2s�15)T H3VA x O3HS_UDIS VCd 310HNVA HVISS sawm O 1 i)flrtl0AN9t10iID0 I of"w� ONIMIrIS m SS 43N 11VISiA Li 'DS 9C0'fi9 t ONMIN VIOW 01YV1S 3SOH 3HI!POW 03nddrS SI„01, Omolm "c 01 10l 03 A`W (IS M31VM OILS31400 9NI1SIr.3:31ON 1Y3N vr:•l �•••_`r dmnl0a tUONA iron -- -• •_ — _ _ . & OI11V1311 Ip l l = N/-771VOS 09 ff O O£ t w XIOHM DMVDM ONII A03oodow I 1 UM"9#O9Ir�i1 L_'' A'CtI XMI I'oL+Z a -i (b CA* CD man no amum NUL .11TI WSQ+0 01 31 '#ONq� 31 3C!"3S GNOM S�lO Ni�W�NI1ldlINOW �-'--- t 8/24/2017 PACIFIC MOBILE STRUCTURES INC Search L&I A hidee lCrllt M, L [ ,3aie-sty& ieallh (,Iaims&Insurance Wf,arkplar;e eights Trades& Licensing Washington State Department of " Labor & Industries PACIFIC MOBILE STRUCTURES INC Owner or tradesperson PO BOX 1404 Principals CHEHALIS,WA 98532 360-748-0121 HAAKENSON,GARTH PHILLIP,PRESIDENT LEWIS County MOORE,GRETCHEN LEE,SECRETARY HAAKENSON,JEAN ANN,SECRETARY (End:10/20/2014) HAAKENSON,RICHARD E, OWNER,MEMBER (End: 10/20/2014) ALLEY,MARKUS S,VICE PRESIDENT (End:10/20/2016) Doing business as PACIFIC MOBILE STRUCTURES INC WA UBI No. Business type 600 498 022 Corporation Governing persons MARYJANE SHERIDAN WALTER E SHERIDAN; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor_ Active. Meets current requirements. License specialties GENERAL License no. PACIFMS033DC Effective—expiration 03/03/1997-11/08/2018 Bond WESTERN SURETY CO $12,000.00 Bond account no. 69913574 Received by L&I Effective date 05/25/2005 05/26/2005 Expiration date Until Canceled Insurance West American Ins Co $1,000,000.00 Policy no. BKW57624779 Help u9 imps ovp https://secure.ini.wa.gov/verify/Detaii.aspx?UBI=600498022&LIC=PACIFMS033DC&SAW= 1/2 8/24/2017 PACIFIC MOBILE STRUCTURES INC Received by L&I Effective date 01/10/2017 01/31/2017 Expiration date 01/31/2018 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. This company has multiple workers'comp accounts. Active accounts L&I Account ID Account is current. 538,935-00 Doing business as PACIFIC MOBILE STRUCTURES INC Estimated workers reported Quarter 2 of Year 2017"76 to 100 Workers" L&I account contact TO/KARLA BOWMAN(360)902-5535-Email:BOWK235@lni.wa.gov Track this c;mt :;:,; e Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. u'r https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=600498022&LIC=PACIFMS033DC&SAW= 2/2 i Floor Plan: 14'x66' Office - Three Rooms rl6or plans niq wy m-t&dIhg to buildiq reed@l,•siz@ dhd S0@dk5tI6hsc Igt@FigF putitiming i§optignM @Rd ftt IVV U§tgtr Whl@: Optional interior walls shown and may include additional costs. SPECIFICATIONS: • Central heat and air systems Metal entry doors with deadbolts • Commercial grade carpet and tile floors Acoustical sound dampening ceilings • Vinyl wrap interior walls Built to the state commercial building code Received AUG 23 Z017 VIW ILA s6ui Ijng je npo g sA o •,�rN„ N �" +^�»•4++ sNn,s•seVMooam 7grvar ` 1 l3nH1 Otla OW IS 31 g< rr >ra9h,g7uunN15999w sadnl,naxsaiieow�iiuva � Nx Al LIN ay Q Ep5 uj LLJ b Z Z o Igo- - - U it MIr1iH Yj 4 F \ uj VW f Q; Ln i � a Y t � t O -_ - w OJ k N Z N — $ r > $� f LiPC t�0. O r cl J ^ V o N wo Y ap ►g tea" Y1--i 1 9•.r.,�e Wort"+ �p myi NMON59tl SYCIOIIOf 9;u AuvnNbf V1 Ya'H{N,f1 U.. ■ �3M5 E�LMO 31b09M0 � s6uippna aiejnpo 1 aigo oo o3glgN-I ryGIADM3WNU•139tt D60J S31ON-NOUVA313 NVid F 3r,.,,..v roxnbu,.nlm3., SUIV15/dWVU'VQ�H ,n p dau lift 91 U 9 1IV13a OUVONVIS Y 'ONI'9NIN33NI9N35991U9 S3Uf117fIUlS 3l190W JIdIaVd a ? a mw O n 2 tnZ W= W .✓ Z^5 ,py N m= tF--0 <c ¢=Y ♦f E w � �tWn Ow W i-Ud Y �o LLJ C � z17 asl J gN o0 3 ¢z I w O C N F•W Q LL CC H V N W W Q III�• 0 �2W Z< < O❑ uo 5 W Lj Z 0z Zuml 0�0 z- Q z g l7 m w 17 a>Q m Oav,ii=W wjOz,Wn�OU W F O 1fYN O o `� ,n r4 r`i m a bd O (xvW),a-,s (NIW).8-.V_- G 0 of.g - I � % I � W! ,/• I - Q O I o � a LLJ \' VK Q LLI 3 I O F W �+ Li w 3 L1J z o m z j _O O NLO J I— N Z Z O D Q > ¢ o ZZ H Z W LL J Q w 0 0 K F Q m = O _ L-I-J ZE O O o �.3 i n Z W 1�p S&M 1� ICL.a .W J_ J_ � � L J N U S @ N O x< q Q Q Q z Z O � m ¢ K N F-a��—VI d� � a Z 4 .r aotnoxo��o ¢ Q a� Q l N d N N m N Z d O 2 2 I S J u C' C I_ a- II p� Q- CN N z i oN mw=<xJ MOM o IV O d W UZZ N 9 x� io N (NIW) �a a �� J 1' I iZ £ M-nPyWlJ l�C,W N 98270 t TO�425.319.1919 Ampon Bovee In `4 O TEDDWWHEELER F c6 HCI STEEL BUILDING ARLINGTON,WA 98223 $ Tek 360.403.4900 G u+ 172nd5t NE ut Edgecomb PRCLHICT TEMP OFFICE VICINITY MAP CITY OF ARLINkN BUILDWO DEPART APPROVE PAWtD�l �1A � i V�� PN*= NO CHANM A!lJflEiOilNI.ESS APPROVED BBUILDING INSPEC I UrFICE COPY DRAWN BY WTm ISSUE 08.23.17 DB9CRIMON SITE PLAN SCALE:I=20 ,V •IL!✓ `\ �Vt �/ LA�-A'� O r Gitel Received �-�t A- f� �� AUG 23 2017 DOOR SCHEDULE FASTENER SCHEDULE NOTES CODE ANALYSIS MARK CITY. DESCRIPTION COMMENTS CONNECTION NAILI LIGHTING THIS STRUCTURE MEETS CONSTRUCTION REQUIREMENTS WAC5150(IBC 2003). 3'4Y'X 6'S'MITI INSL DOOR W/STL FRAME EXTERIOR JOIST TO SILL OR GIRDER,TOENAIL 3Sd 1. BACK SPACE ENCLOSED BY WALLS OR CEILING HEIGHT PARTITIONS SHALL BE FRONDED WITH LIGHTING THE 20M INTERNATIONAL BUILDING CODE FOR WASHINGTON STATE GOLD 1 2 WITH KIDHM JAMB RO:SON 81-1/4" SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAIL 16d 16'O.C. CONK m LOCATED WITHIN THAT SPACE,THE LIGHTING CONTROLS,WHETHER ONE OR MORE,SHALL BE LABEL INSIGNIAS �' STD PULL-PULL DOOR HARDWARE SWING:100• RHR SOLE PLATE TO JOIST OR BLOCKING,AT BRACE WALL PANELS 3.16d PER 16' CAPABLE OF TURNING OFF AILLIGHTS WITHIN THE SPACE THE CONTROLS SHALL BE READILY THIS PLAN IS SUBMITTED TO WASHINGTON STATE DEPT L81 FOR APPROVAL BY WA MFG.STD DEADBOLT LOCK(KEYED BOTH SIDES) WALL THK:4 7116' 16d ACCESSIBLE;AT THE POINT(S)OF ENTRY/WT.(EXCEPTION:LIGHTING CONTROLLED BY AUTOMATIC d OREGON(OSSC 2005)U NDER RECIPROCITY AGREEMENT FOR GOLD AND GOLD -STD CLOSER PLATE TO STUD,END NAIL 2- CONTROLS)(e.c£C 15t i 1) INSIGNIAS DOOR U=.60DEFAULT STUD TO SOLE PLATE 2.16dENDNAIL 2. THEMMLPL'MUGHtINGPOWERTHATMAYBE(bMROLLEDFROMA81HOLESWITCHORAUTOMATIC .� THIS PLAN IS SUBMITTED TO WASHINGTON STATE DEFT LbI fORAPPROVAL BY SIGNAGE:"MUST REMAIN UNLOCKED DURING PRR-12 I DOUBLE STUDS,FACE NMI 16d 24'O.C. CONTROL SHALL NOT EXCEED 16AMPRES.A WASTER CONTROL MAY BE PROVIDED AS LONG ASTHE WA.BIDAHO(IBC20D3)UNDER RECIPROCITY AGREEMENT FOR GOLD AND GOLD NORMAL BUSINESS HOURS' INDIADUAL SWITCHES RETAIN THE ABRITYTOFUNCTION INDEPENDENTLY(WSEC 16132) INSIGNIAS DOUBLE TOP PLATES LAP ISPLICECAL FACE NAIL t6d 18'0A. 3. ALL DAYUGHEDZONES(WITHIN 2OF EDGE OFGLA7JNGBY19 DEEP)SHALL BE PROVIDED W/INDIADUAL V-0"X B'S'FLUSH HOLLOW CORE ALPINE OAK RO:37-1/4'x 81' DOUBLE TOP PUITES,LAP SPLICE &t6d SWHCHES OR DAYUGHT I OCCUPANCY SWING AUTOMATIC CONTROL&(EXCEPTION SPACES WITH BUILDING TYPE 5B ROOF LIVE:L 101 I RIM MST TO TOP PLATE,TOENAIL Sd 6-O.C. FULL HEIGHT WALLS OR PARTITIONS CONTAINING2ORLESSFIXURfS)CONTIGUOUSDAYUGHTZONE$ OCCUPANCY GROUP; B RONDING 3N/A 0 psi DOOR WITHTMELYMETALFRAME SWIN0:,01-LH PONDING: NIA MFR.STD.PASSAGE SET WALL THK:4117 TOP FIATE3,LAPS AND INTERSECTIONS.FACE MAIL 2-16d MAY BE CONTROLLED BYA SMILE DEVICE PROVIDED THEYIDO NOT FACE MORE THAN TWO ADJACFM BUILDING USE- OFFICE CONTINUOUS HEADER,TWO PIECES 16d 16'O.C.ALONG EACHEDGE CARDINAL DIRECTOR(WSEC15132) BUILDING AREA.14'x66' 913sgK WIND LOAD: 65mph -99RROLLOW CORE Al I E R037-114'x81' CEIL84pJ0{STTOPLATE,TOENAIL 4• ALL E7(IERIORUGHRNO NOT REQUIRED TO REMAIN ON24HOURSCONRNUOUS,SHALL BECONTROLLED #OF OCCUPANTS: 9 EXPOSURE: C' BY PHOTCELL(MEC 1613.5) 10 I DOOR WITH TIMELY METAL FRAME SWING;102- CONTINUOUS HEADER TO STUD,TOENAIL 4Sd BC D ALT WI N D LOAD 90 3 -MFR.STD.PRIVACY SET WALLTHK:I COILING,1DM LAPS OVER PARTTTIONS,FACE NAIIL 3.16d MECHANICAL BCD ALT.EXPOSUER "B� PRR-2 WINDOW SCHEDULE CELING JOISTS,TO PARALLEL RAFTERS,FACE NAIL 3.16d 1. OUTSIDE AIR INTAKES AND EXHAUST`OUTLETS WALL BE EQUIPPED W/A M DRAFT DAMPER(GRAVITY 2003 IBC:SEISMIC OESiGNSds-1.00 FLOOR LIVE OFFICE: 50psi MARK QTY. DESCRIPTION COMMENTS FtAFTERTOPLATE,TOENAIL380 OR MOTo ),DAMPERS SWdLAUTOMAiICLY CLOSE WHEN SYSTEM S OFF ORDUWNGPOWER BUILT-UP CORNER STUDS �16d 24'O.C. FAILURE(WSEGWSEC 1412.4.1) SEISMIC DESIGN CATEGORY=D2 PARTITION: 20 psT 2, EACH SUIPPLYARTERMINAL SHAU.HAVE AN ADJUSTABLE DAMPER TO ALLOW FOR BALANCING THE 2000 ROUND CONCENTRATED 46'x 39"PHILLIPS#830 HORIZONTAL VINYL RO:46k 38' WOOD STRUCTURAL PANELS AND PARTICAL BOARD SYSTEM RED 1412T) FLOOR LOAD ON 30"SQ A B SLIDER LOW E-CLR/ARGONA.OWE,U=.32 NFRC SUBFLOOR,ROOF AND WALL SHEATHING TOFRAMING �, 3. ECONOMIZERS SHALL HE CAPABLE OF MATCH DOOR NOTES: SHGG.33 W/LOCKSBSCREENS;EMBOSSEDOAK H�HGT 1YYANDLESS 'Oil016d, TO ALLOW FOR 10016 OUTSIDE AIR TO REDUCE OR ELIMINATE THE NEED FOR MECHANICALcomm. 1.THISBUILDINGMEETSOREXCEEDSTHE ABOVE REQUIREMENTSFORTHE LINER BCASING I9W-3/4' 8d, CONTROLS SHALL ALLOW FOR PARTIAL 000LING.(WSEC1413P NRECPERSCRRIVE PATH OPTION FOR CLIMATE ZONE 2,THE OSSC 7Al'-1' 10dOR8d 4. DUCTNORKSMU.HAVE ALLTRANSVERSE BEAMS SEALED W/PRESSURE SENSITIVE TAPE PER PERSCRIPTNE PATH AND THE INTERNATIONAL ENERGY CODE FOR IDAHO FIBERBOARD SHEATHING(OSB) STANDARDRS7 FOR DUCTS LESS THAN 2 INCH WATER OOLUMN STATIC PRESSURE(WSEC 1414,1) 2,PROPOSED GLAZING%OF GAA=6.9% 1/Y NO.11GA' S. ALLIDUCTSAND PLENUMS SHALL BE INSULATEDTO MINIMUM VALUES SHOWN IN WSECTABLE 14-5(WSEC ed' 1022) 3.SEE SCHEDULES AND BUILDING SECTIGN FOR ACTUAL INSTALLED VALUES NO.16GA" 6. COMPLETION UQUIRMENTS:(WSEC1416) 6.1. DRAWINGS-WITHIN 90 DAYS OF SYSTEM ACCEPTANCE ASBILT RECORD DRAVANGS SHALL BE NOTES INTERIOR PANELING 4d PROVIDEDTOTHE BUILDING OHMER 7/4' 61 OW MANUALS-SHAII SEE PROVIDED TO TH E DU LDING OWNER AND SHALL INCLUDE AS A M NIMUR ALUMINUM DRIP RAIL #8x314'HEX HEAD SCREWS AT4114'O.C. SUBMITTALS,MA(NTANCE MANUALS,WEOF8ERVICEAGENCY. GENERAL 6.9. SYSTEMBALANCING-AM SYSTEMS SHALL BE BALANCED IN A MANNER TO MEET THE DES ON EPDM ROOFING PER MANUFACTOR SPECS FLOWCONDITIONS.(WSEC1416.3) 1. TOIETFACILITIES SHALL BEPRCMDEOINAN ADJACENT BUILDING ON SAME PROPERTY.(WAC 8.4. SYSTEM COMMSIONING-HVAC SYSTEM AND CONTROLS SHALL BE TESTED TO ENSURE THAT 51%29024) MEMBRANE ROOFING MECH FASTENED PER MANF SPECS CONIROL DEVICES AND EQUIPMENT ARE CAUBRATTD AND ADJUSTED TOOPERATEIN 2. ALL NEW FAC LIT ES SHALL BE BU ILT IN ACCORDANCE WITH ACCESIBUTY REQUI RMENTS FOR BARRI ER Common or box nabs may be used except where otterrrlae elated. ACCORDANCE WITH PLANS AND SPECIFICATIONS, FREE ACCESS(WAC i-60-I IDO) 'Nails spaced at10 Inches on carrier at edges.12 Indies atInbrmadlate 65. DOCUMENT00111-TEMNG SHALL aDDOUh1ENTED AND COMMISIONINGREPORT(S)SHALL BE 3• ALL STAIRS,RAMPS,11MING.NO RANDRAU TO BE SUPPLIED AND INSTALLED ON SITE BY OTHERS support exccept 6 inGres at all suPPo�ts whom E:,r am Or or mom. COMPLETED AND FLED WITH THE BUILDING OWNER UNDER SEPARATE PERMIT PNLESS OTHERABE SPECIFIED) For nailing of wood structural panel and paddeboard dlephrans and shear walls,railer to Section 2315.3.3 6 2316A Nails ferwal shoa+h.ng may be conanon,box or 0119% 'Common ordfcamedshank DESIGN SUMMARY 'Common °Deformed shank. DESIGNCRRERR:SEECODEMIALYSIS 'Ca%kntes<*tmothgnar,&with?/164mhd!anatar(Ilmm) SHEATHING; NOTES: head are I I/?length for 1/2-Inch shealhIng and 13I44mch Q IorgM for 25l32'&hesthag confomtag to the rcq:•4mads of Sadler PRR-13 71@ OSB 24IN.G.C.SHE,OKB OVER JOISTS MULTIPLE STATE 23045 .0 Y INSPECTION 3 pREppN BCO 'Conosivreseal iswiesvothvI8-wAiametor(11mm)aoanand R�gISTS: DWII'VENTSATHIGHSHEARZONE OP�13 I. THIS PLAN IS INACCORDANCEWITH OSSC APPENDIX CHAPTER 29,TOILET FACILTRESARE PROVIDED IN 1 11W Imp for 124nch sheathing and 1 112-"Ieng1h for AN ADJACENT BUILDING,UNDER THE SAME OWNERSHIP OR CONTROL MAXIMUM TRAVEL DISTANCE OF 25W sheaddng oonkmWlrg to the requnnents of Scdlon 23D4.3, EXTERIOR WALLSTUDS 500 FT.PER OSSC 29D2.4.1 "Pw,,d appo is at 1S'(20 inct•,es)K slrarto ails is Ere lag d recdon VA @ 16 IL O.C.,OK BY INSPECTION(H-M) 2, ALL NEW FACILITIES SHALL BE BUILT IN ACCORDANCE WITH OSSC CHAPTER 11 FOR BARRIER FREE of t'M parm,whim omm r,Ga mwk;4.cag. v orImlah„a0a:psced 6 wwi HEADERS. ACCESS. on panel edges.121ndree at lMm�eedlMe supports. WADER 1 (2)2X4 HFs2-STUD,MAXIMUM SPM--315 FT. S. ALL BUILDINGS THAT RELY ON ADJACENT FACILITIES FOR R ESTROOMS SHALL HAVE AN NLEA WI EA WADER (2)2X4HFf2STUD MAXIMUM SPAFF4Fr INSIGNIA,AND A COPY POSTED IN A CONSPICUOUS LOCATION OF THE BU LONG. FLOORDECKNG: 4. EXTERIOR UGHi1NGSHALLBE COMPACT FLOURESCENTWIA MAX OF4M PER FIXTURE. BUILDING ENVELOPE y4ISTS. LOORSHFATHING(48124)OVER JOISTS @18 IN,O.C, tDAHO 5, SERVICE RIM JOISTS. VICE SINKS AND POTABLE DRINKING WATER TOBE SUPPLIED BY OTHERS ATSITE. RESTROOMS, 1. SPACE HEATTYPE SHALL BE PROVIDED BY HEAT PUMP,ELECTRIC RESISTANCE HEATING IN NOT (2)2x8 HFA2 RIM JOIST(S)AT EACH SIDE WI OUTRIGGERS®I as SERVICE SINKS AND DRINKING FOUNTAINS SHALL COMPLY WITH 2O031BCTABLE 2902,1 AND SECTION ALLOWED(NEC 1302) 29024.1. 2. ALL INSULATION MATERIALS SHALL BE INSII IFD PER MANUFACTURE'S INSTRUCTIONS TO MAINTAIN FLOOR JOISTS: PROPER DENSITIES,MAINTAIN CLEARANCES,AND OBTAIN PLAT RNALUES.(WEED 13112) 2X6 HEM FIR 92 RIM JOISTS @ 161N.O.C. 3. ROOF CEILING INSULATION SHALL BEINSTAUFDW/MIN I'CLEAR AIR SPACE TO ROOFING MEMBERS ROOFSHEATHING ABOVE.(EXCEPTION RIGID WSULATION INSTAILED BETWEEN ROOFING AND SUBSTRATE)WHEN EAVE V18'08B RATED STRUCTURALSHEATINGWRH BLOCKED EDGES,OfT.EACH END O.00FT,. VENTING IS PROVIDED.INSTALL BAFFLES TO DEFLECTAR OVER SURFACE OF INSULATION MEC 13112) ED @ 6'O.C.@ BOUNDARY EDGES A WIERICIR WALL CAVITIES SHALL BE FULLY INSULATED TO THE LEVELS OF THE SURROUNDING WALLS MO.C,@PANEL EDGES AND I?IN THE FIELD 2'AIDE BOUNORYM EMS ERB (WSEC 1311.3) TOP PLATE SPLICES: 5. FLOORINSIAATKXNSHALLBEINSTALLEDINAPERMANAMMANNERINSUBSTANTIALCONTACTWITHTHE (I)2XG CHORD(MIN.)W117-IODNA(LS@EACH SIDE OF2X4SPLICE SURFACE BEING INSULATED.INSULATION SUPPORTS RAIL BE INSTALLED NOT MORE THAN 20O.C. BUILDING END WALL SHEAR WALLS: INSULATION SHALL NOT BLOCK FOUNDATION VENTING.(WEED 1311A) LINEAR FEETOF SHEARWAILS:13.03 FT. 6. DOORAND SLAM LLFACTORS SHALL BE OBTAINED R841 WFRC LABEL)OR FROM WSEC TABLE IM R7 SHEATHING., MSEC 13121)RISC SHALL BE DETERMINED FROM RS31(NFRC LABEL)OR FROM RS-I(ASHRAE I/Ir LP SMART PANEL VERTICAL PANEL SUNG WITH 60 NAILS SHADING COEFFICIM)(ASEC 13122) AT 6'O.0 ALONG SIDING EDGES AND ITO.C.IN THE FIELD 7. VAPOR RETARDERS SHALL BE L43TAIM ON THE WARM SIDE(IN WINTER)OF INSULATION AS REQ iMm BYWESC.ROOF/(EIUNGVAPOR BARRIER MAYBE OMMEDWHEN ALL INSULATION ISINSTALLED HOLD-DOWNS:(I)2XAW/(1)SIMPSONST-22TORIM DRAWING INDEX BETWEEN ROOF MEMBRANE AND ROOF DEC((NEC 13132) BUILDING SIDE WALL SHEAR WALLS: 8 EXTERIOR J01NTS AROUND WINDOWS AND DOM FRAIMEA OPENINGS BETWIEEN WALLS,AND ALL OTHER uIcARPEE7oFSHEARWNJ3: 43TFT. N0. DRAWING OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASIET'ED,ORWEATHERSTTOPPED SHEATHING: AO COVER SHEET•NOTES SCHEDULES TO LIMIT AIRLEAKAGE,(WSEC1314.1) 9. DOORS AND OPERABLE GLA2XNG SEPARATING CUNDITIONEDANDUNCONDTRONED SPACE SHALLBE 7118 LP SMART PANEL VERTICAL PANEL SIDING WITH EDNAILS Al FLOOR PUQN•SW,TTAAFS WEATHER8TRIPPEO,FIXED WINDOM SHALL BE TIGHT FITTING W/GLASS RETAINED BY STOPS W/ AT8'O.0 ALONG SIDING EDGES AND I2'O.C.IN THE FIELD A2 EXTERIOR ELEVATIONS SEALANTALLAROUND.(NEC 13142) (1)2n4 WITH NO REQUIRED STRAPS ATENDOFSHEARWALLS 8.1 BUI�LDIt�CTION.DETAILS F2 FOUNDATION PL,iN E1 ELECTRICAL I MECHANICAL PLAN P.1 PLUMBING PLAN MARK R�SIDH MOBILE OFFICE cusroMExsueMlrrAl ,M+210e • • JOB 1WAV sN 1006-104/113 Joe no: 3909 ® lAl auaMrtru ,WAN © L6IRESDaMITTAL - ,&Hama - obile o u ar ui dings ,4219SMOKEYPOINTBLVD.... E�nCOVER SWEET/NOTES �,,�NO: _ 51fr. /� 0 FINAL +� TUE � MARYSVILLE,WA 88271i ---------------0% s © (360)653-fi790 (360)659.7735 FAX. THISDRAWNGCANNOTBERFPRODDCm WMMff THEWRR'TF7NCONSENTOFWH(fLUSaGREENNC. DRAYNBY: NJG FILE: 3909•A DATE 10/12/06 B6� 1G�i,fY 1/2' T-11' 61@' 46.g• LAY-FLAT FOR FUTURE WALL b / P1 A i RE DOM. X P,9 3 OPRR-2 tOt —=P' too OFFICE I P.� OFFICE b r L o: I � 701 4 = gW. t;F 00 b N I NOTE:b ' FLOOR DEPT.LEAVE KNOTCHIN t; RIM FOR PANNEL CONDUIT FLOOR PLAN N Scale:1/4"= 1'-0" REF ROOM FINISH SCHEDULE ROOM ROOM NAME NORTH EAST WEST SOUTH _ WALL WALL WALL WAIL CEILING FLOOR ``\\ (� f� ' ^ NO. MAT MAT MAT MAT MAT HEIGHT MAT BASE INSTALLED V `' �/ (Aa- 100 OFFlCE 1/2'VCGWB 1/2"VCGWB 1/2'VCGWB 1/2"VCGWB ACT R10' VCT RUBBER PLANE 101 OFFICE I@'VCGWB 1/T VCGWB 1/2'VCGWB 1/2"VCGWB ACT T-00 VCT RUBBER PLANT iQ BAii1ROCIM GWB GWB GM Go ACT T-1P 'S.V. RUBBER PLANT FLOORS "CONNECTION CORLON'SHEETM (RESTROOM ONLY) VCT-VINYL COMPOSITION TILE BASE-4"ALL AROUND BASE-6'IN BATHROOM WALLS 1I/r VCGWB A '-4'FRP W/C(c�TOILETS PRR•11 (4Y/P GWf3�BEHIND) CEILING ACT-SUSPENDED ACOUSTICAL CEILING TILE,2A4A5/8' LAY-IN(INSTALL PER UBC 26-2) MARK I ROOM MOBILE OFFICE p CUSTOMERSUBMRTAL ,�, UDBNAME 14'x66' JOB NO: 3909 ® w SuBMmrAL ,nr25m FLOO� SrtN 1006-104/113 PLAN LmRE-sueMRTAL 1711211N Mile Mod 1 lar uBuildings 14219SMOKEYPOINTBLVD. SHEETTITLE SMPIANNO: _ SHT A. 1 p MARYSVILLE,WA 96271 FINAL ,712BNB (369)653�790 THISBRAWI,GGNWBEREPRODUCEDWMIOWTHEAIRMENCONSENTOFWHITEYEVERGREENINC. DRAwNtn: NJG FILE 3909•A (360)669.7735 FAX DATE 10H 2106 FOUNDATION VENTING REQUIRED: ia'X =913sgR,8.0sgft X144=884sg1n To— FOUNDATION VENTING PROVIDED: 8'TOPTRIM — SLOPE F.C. FA. —A y�v':v llll IN USE WPGFCI F.F. —— UNOER FLOOR ACCESS FOUNDATION VENTS TYP 30'x 18'MIN 7116 L.P.SMART PANEL SIDING EAST SOUTH PRR-4 (2)20'X 2'SCREENED VANDAL RESISTANCE FLOURESENT W/PHOTO CELL 3 7/16'L.P,SMART PANEL SIDING VENT NOTCH EACH END AT EXT.DOORS EPDM ROOFING S1 8'TOP TRIM E F.C. — F.0 CJ 0 �.F. ----------------- F.F. CORNERS 6 NINDOWS RECESSED WEATHER PROOF SKIRTING INSTALLED FOUNDATION VENTS TYP J-BOX W/FLUSH COVER PLATE FOR 7/1 V L.P.SMART PANEL SIDING ON SITE FUTURE SIGN LITE (BY OTHERS) NORTH WEST EXTERIOR ELEVATIONS Vu a=1-0 MARXBIo" 'µjy� MOBILE OFFICE p CUSTOMERSUBNGTAL 10117/0B • • % �' JOBNAME 14'x66' sN: 1006-104/113 doe No: 3909 p L9I SUIRMAL 1O0" k- x x t' r_, r..,' , EXTERIOR ELEVATIONS p LdI RESUBMRTAL 171IZ% Mobile& Modular Bui dings 14218SM0KEY ILLE,W 9 271BLV SHEEfTn E STD PLAN Na _ gam. MARYSVILLE,WA 88271 Q FINAL 1P1tB/06 (360)8535790 (360)650.7735 FAY. THIS DRAWING CANNOT BERFPSOOXMWDHOITf7HEV*IMCONSWOFOMEYEVFAGBEFNMe. DRAWN BY: NJG FILE: 3909-A DATE 10H2106 ROOF ASSEMBLY M CLASS C ROOFING•INSTDN PER lH Rt3850,45 fPD ML MULEHIDEEPDMFULLYAHEAROOWIWATERWEADHEDSNE PRR•11 ROOF VENTING FI UIRED: 1 GAU10050FT. 14'%6B''9 =3.O SO FTX144=438.23 SOIN HF2RA 16MULE-HIDE ULE-HI TER AT2/'O.C.DEFR DECK PANE 2x12 (2)20'X 2"SCREENED 3 -1T AT RIDGE TAPPERED T TO ENDS a OO z 20NT NO PSROOVIDEOD, VENT NOTCH EACH END pRR-0,1 -R-30 FIBERGLASS INSULATION(AS NOTED)WITH 1 PERM MAX VAPOR BARRIER NN 1 -SUSPENDED ZW ACOUSTICAL CEIUNG GRID CUT 1'X5'NOTCH IN RIM JOIST @ (INSTALLED AS PER I.B.C.803.9A.1&I.B,C.2501321. VENT CALC PER RAFTER BAY: S1 v_v 1'-0 F-S ASTM C636&C636)&ASCE SECTION 9.6.2.6 16'o.C. r SLOPE 23.1)n,B'-0'd 22561 In 7.5 sq in i \ 2'SLOPE FOR VENTING(SCREEN) ' (FROM CENTER) - ALUMINUM DRIP RNL VENT NOTCHES PROVIDED: 6k 1"-z 2 NOTCHES PER RAFTER=10 sq In 202 CONTINUOUS RIM x (3)16d NAILS FROM RIM JOIST TO EXT.WALLS ASSEMBLY -II END OF RAFTERS TYP •Vr VC GWB W1 VINYL COVERED BATTENS} Bd Q B'O.C. -R-15 FIBERGLASS INSULATION BATTS UNPPAGED 2 X 4 H.F.STUDS 1W O.C. I- DOUBLE TOP&SINGLE BOTTOM PLATE,a 0'I4R.UVMW> -7116'LP SMART PANEL SIDING W1W GROOVES I i INTERIOR WALLS -48'FRP WAINSCOT Q BATH ROO*AREAS REOIU RED BY18�121u1 P -12 -17T VC GWB WI BATTENS ✓ -2X4HF STUDS AT24'O.C„DOUB TOP,AND SINGLE BOTTOM I r�1 ROOFANALL CONNECTION DETAIL b -INSULATE INTERIOR WALLS�"I R-11 S1 Scale:3/0 1-V FLOOR ASSEMBLY Q 118'VCT TILE 3 31r T&G UDLX PLYWOOD SUB-FLOOR PRR-03 FORH.F.#2 FLOEAROR ER MAX 1 PERM 318'0 CARRIAGE BOLT(4 CORNERS) DOUBLE RIMJOIRJOISTQIB O.C.(fAANSVERSE) INTO HEADITAIL BOARDS 318' e DOUBLE RIM JOIST -R•21 FIBERGLASS INSULATION BAITS UNPAGED LAG BOLTS UP THRU 2x4HFSTUDS S1 SUPPORTED BY POLYCORD AT 24'O.C. OUTRIGGERS TO RIM 16'O.0 \ FS•25 MOBILE FLEX BOTTOM CLOSURE 711 V SMART PANEL BAND 4'MDE TYPICAL 7116'LP SMART 4° 1 PANEL SIDING W18"GROOVES `f Fn 6 MIL.BLACK POLYETHYLENE 6WW JACKSTAND PROVIDE BLOCKING BETWEEN JOISTS OVER 2xBD.F.#2 R21INSULATION OVERLAPPED ITONGROUND CANTILEVER SUPPORTS FOR E'-0'EA.END OF FLOOR JOIST MOD,OR AT EVERY OTHER JOIST BAY 3'-917 _ FLOORIWALL CONNECTION DETAIL St Scao:3T4=V4� CROSS SECTION BEAM(NOTE PROVIDE SEALANT ON THE BACK OF TRIM BOARD& SCALE112 =1-0 ALONG EDGES) 2X4 BLOCKING BETWEEN VENTS 7/16'LP SMART PANEN CUT 1'X5'NOTCH IN RIM JOIST Q 16'O.C. SIDING FOR VENTING(SCREEN) ALUMINUM DRIP RAIL _ _ --- lx 4 TRIM BOARD 2X12 RIM JOIST 3/45L 711n 1114'GALV. 318St 1112'SPACER 2i1 RIM IL ST TO0 Z FLASHING OVER WINDOW BLOCK NAILING FLANGE END OF RAFTERS TYP 2x4 END WALL �3 WINDOW SEALING DET. 31 SCALE:3, vv VENT DETAIL SCALE:1'=1'-0' MARK P"Sm Dab MOBILE OFFICE © 0os1DMFILBUBMITTAL 101120 JDBNAME 14'x66' sN: 1006-104/113 JOB NO: 3909 ^.� IN steal 105J08 ® ESU - - Ldd RBMRTAL 12fl2/11 S.1 g 14219 SMOKEY POINT BLVD. E�TICROSS'SECTION STD PLAN NO'TLE — MARYSVILL E,WA 98271 ® FINAL ,72BIOE (300)8595790 (3u0)E':"-7735FAX THIS 0RA1Y91GCANNOTBEIYcFR0011L4DWI810UTTHE WRITTEN CONSEMOFWHf11.E1'EVERGREEN INC. DRAWN BY: NJG FILE: 3909-A DATE 10/12106 k (OUTSIDE F.O.S.) 7, -8' I, c8' y, 7-S' TA' PLUMBING DROP TYP. ICI DEMOUNTABLE TONGUE NOTCH FOR(' CONDUIT AXLE TRAILER FRAME (REMOVABLE)BLE) SCA[E.V4 _ 1 3/4' DIA HOLE EACH END 1l2' —{{— OF TAIL BOARD FOR FOUNDATION e" TIEDOWN, DRILL AT PLANT 1 111' 1 �v ::3GA �i 1B'A L o 11 GA MAIN RAIL Z? ZIEMAN 9 116' i1 99' 11 "166' CROSS MEMBER OUTRIGGER CROSS MEMBER TAIL BOARD �,e:3/4"-11-V WELD DETAIL scale:3l4"=rW scale:3r9=r-0' Sy 3/4" DIA HOLE EACH END OF TAIL TIEDOWN BOARD FOUNDATION DRILL AT PLANT _ 1/4' MAIN RAIL C 11 GA —+— ZIEMAN ,/4" THICK STEEL SPLICE F�LATE (1) 51DE OF RAIL PRE-DRILLED HOLE 7/,6'DIA 118' 1'FROM END OF OUTRIGGER I I 1 l TYPICAL L -169' L 1/4' OUT RIGGER HEAD BOARD WELD DETAIL Q MAIN RAIL SPLICE Scale:314'=1'-0" Scale:3/,r=V-0• Scale:We-1'-0" PR®R-6 E-PLANSNOT REVIEWED BY STATE OF OREGON BUILDING CODES DIVISION" AW1X REVISION Dam MOBILE OFFICE CUSS MMSUBMRTAL 1d+ve JOB NAME 14'x66' sro: 1006-104/113 Joe no: 3909 zmmm p -1 SUBMITTAL lamFRAME F" ® 161 RESI1BAIRTAL 17/17A1e o 1 Q odu ar uildmgs 1421 n,�9 SMOXEr POINT BLVD. sHEEr STD PLAN NP _ gI{T, MARYSVILLE,WA98271 FINAL fYtflIBB E0)653-5790 (360)659.7735FAX. THISE1.110CANNOTBEREFRR7l10EDWM09 THE WR7ENCONEIEW01' NRIEYEVERGREENMG DRAwnBY: NJG FM..E: 3909-A DATE: 10112/06 5e.o' (STEEL FRAME) TO MAX — — — — — — — — — — — — — — — — — — — — — — — — — — — — �4'S11B"— — — - MAX r --- -- - I b L- - - - - - - - - - - - - - - - - --- — — — — — — — - - - - - - - - -� (OUTSIDE F.OS.) FOUNDATION 318'O BOLT THROUGH F1 W R N SYSTEM INTO HEAD/TA9.BOARD WrO BOLT THROUGH TIE / 6.000a JACKST7�4D DOVRN STRAP B HEADITAIL BOARD(S RACES) HEADATAILBOARD € 2W SO x 1"THK POLYW LC PAD TIE DOWN ANCHOR PER SOIL TIE DOWN ANCHOR PER SOIL REQUIREMENTS REQUIREMENTS vCONNECTION DETAIL CONNECTION DETAIL seale:lr-=14r scale:l/Y=vo Pl" "PLANS NOT REVIEWED BY STATE OF OREGON BUILDING CODES DIVISION" MAC MMIDH MOBILE OFFICE Q CUSTOMERSUBMITTAL Hon= � Mobile Y JOB NAME WAS' srrl 1006-104/113 JOB NO: 3909 LMBBBMAL 10 °B FOUNDATION F,2 ® L"' ^� +y� MARYSVILLE,WA 98271 0 I @ o u ar Buildings 14219SM0?&YPOIWrSLVD. E� SmPLAN+o — SHT, Q FINAL 12M" r360)653-5790 (360)659.7735 FAX THISDRAWING CANNOT BERFPRODUCD)WRHOBTTHEVIRRIEN CONSENT OF WHRlEY EVERGREEN INC. DRAWN BY: NJG FILE 3909-A DATE' 10112M -2.5 CAL.ELECTRIC WATER HEATER.0 72'A.F.F.IN CABINET ON WALL ELECTRICAL SYMBOLS �' UHEAT NDER B OUTLET na v.i UNDER OOR 25(V FLUORESCENT LIGHT FIXTURE(62va) F2 -MODEL:MFR.STANDARD -LAMPS:(2)F3ZTB -BALLAST.(1)ELECTRONIC -DIFFUSER:PRISMATIC �' DUPLEX RECEPTACLE(15amp)(1B'AFFU.N.O.) F2 I ew° F2 °• F2 °' F2 a0 F2 e MODEL:MFR STANDARD z I 2 z z z ° ° A B A A H1 DUPLEX GROUND FAULT I.NTERUP[NG RECEPTACLE(16amp) y _ MODEL MFR STANDARD - - - 18 aFa use INSTALL WEATHER PROOF IN USE COVER c.� 8 X 36 AT OUTDOOR WETLOCATATIONS °Y I r - 2 XVXW2 GRILL MTG.HGT.:1B'AFF(U.N.0) COLORWEYW L - - - - - - $ SINGLE POLE SWITCH W/COVER PLATE 15 AMP UNLESS NOTED OTHERWISE F2 F2 F2 ati F2 F2 [� z 2 20 SPACE 120/240 VOLT SINGLE PHASE 126 AMPERE z F2 z A 2 a A A MAIN BREAKER ELECTRICAL PANEL WITH FLUSH COVER z e 4 -FLOURESENT EXTERIOR LUMINAIRE 40 VA MODEL,MFR STANDARD Q A COVER TAMPER RESISTANT CONTROL PHOTOCELL o • 2 DED SIGN !"K DED SIGN OSIGN J-BOX FOR FUTURE SIGN LIGHT,FLUSH MOUNTED `�° -LOCATE AT EXTERIOR DOORS 18'AFF -WEATHERPROOF COVER TYPE 3R EXTERIOR SAFETY SWITCH ELECTRICAL/LIGHTING FOR H.V.AC.UNIT 1.THIS BUILDING MEETS THE REQUIRME4TSOf THE 2005NEC AND AMMERDMERTS ONE LINE DIAGRAM WAC2Ba48A ELECTRICAL/MECHANICAL N 2 THIS BUILDING MEETS THE REQUIREMENTS OF THE 2005 WA STATE ENERGY CODE Scale:114"_�'-0° UNDERGROUN SERVICE �. MODEL•MFR.STANDARD 3.ENTIRE BUILDING TO BE WIRED IN MC,FLE(AND EM.T HEAT TRACE RECEPTACLE,UNDER FLOOR(20amp) 4.SERVICE ENTRANCE-STUB THROUGH FLOOR BELOW FRAME REF 5.TYPICAL WIRE SIZES: Mm HVAC SYMBOLS 15AMP-#14CU 30AMP-#1DCU 0 O 20 AMP-#12CU 35AMP-#8CU P�-08 MAMeRea�R 6.ALL RECEPTICLESTOBE,B'AF.F.TO CENTER OFRECEPTICLE WTIN R'`E SHOEMAKER 104PD 24'x 24*SUPPLY AIR UNLESS OTHERWISE SPECIFIED. ar 0alm DIFFUSER WI BALANCING DAMPER AND 7.GROUND FAULT PROTECTION REQUIRED FORALL RECEPTICLE3 �Ram�c°""Ern°n5 NO LABOR COLLAR 8'0 IN WET AREAS B.ALL CONDUCTORS AND CONDUITS SHALL BE SIZED AND INSTALLED TO COMPLY WITH THE 2S05 NEC 1'FIBERGLASS DUCT BOARD(R-8 MIN.) � p� SUPPLY NR B.LIGHTING CONTROLS SHALL BEPROVIDE FOR EACH SEPARATE AREA,READILY ACCESSIBLE AT THE POINT OFENTRYIE(IT.CONTROLS SWd1BE CAPABLE OF plaT a aaaatoaaanow°o TIRMNG OFF ALL LIGHTS WITHIN THE SPACE MSEC1613.1) (1143THMnmMCU ANDCOU)MluvaC 67SEC 15132) 10.MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR CONTROL SHALL NOTEXCEED A20 AMPERE CIRCUIT LOADEDTO BD%.CAPACITY BUDGET Q _ ® HEAT PUMP:SEE EQUIPMENT SCHEDULE 11.ALL LIGHTS WITHIN DAY LIGHTED ZONES SHALL BE PROVIDED WFTH INDEPENDENT LIGHTING POWER CONTROLS SEPARATE FROM THE GENERAL UGHTING(WSEC 1513.3) 12.EXTERIOR LIGHTS SHALL BE CONTROLLED BYA PHOTOCELL(WSEC 1513.5) WSEC LTG BUDGET PRR-05 O 7 DAY MICROPROCESSOR CONITROLED 13 ALL LIGHTING CONTROLS WHICH INCLUDE OCCUAPANT OR DAYLIGHT SENSING, PROGRAMABLE THERMOSTAT WITH NIGHT SET BACK AUTOMATIC CONTROLS ORTIME SWITCHES SHALL BE TESTED TOENSURETHAT AREA TYPE SQ.FT. VA/SQ.FT. BUDGET AND 5 DEGREE DEAD BAND(MOUNT 046'AF.F.) SYSTEMS OPERATE PER DESIGN PLANS AND SPECIFICATION&A COMPLETE REPORT #1OFFICE 866.0 1.0 866.0 OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH EXHAUST FAN OWNER.(WSEC1613.7) TOTAL INTERIOR 866.0 14.HVAC CONTROL SYSTEMS SHALL BETESTS)TO ENSURE THAT CONTROL DEVICES, EXTERIOR 159.6 7.5 1.197.0 n�AccoRDAri�EwlPtRot�LiYSPLn�NssNDS ARE PEC�RC�AT�IONS.ACgIPIETE ADAXMD D OPE�� DESCRIPTION CONNECTED1 CODE DEMAND VA REPHVAC EQUIPMENT SCHEDULE COMMISSIONINGRE o°R SSHALiCOMPLY ITHw��16.«z(��,°.4.1) VA FACTOR WASH OREGON INT. LIGHTING MARK QTY. DESCRIPTION COMMENTS WSEC 744.0 1.25 930.0 866.0 BARD NWH301-AID 3TON WALL MOUNTED HEAT �W�pIECOpNNLOO�MIZER EXEMPT 0.0 1.25 0.0 3.5 PUMP W/10kw HEAT STRIP WI PROGRAMMABLE TSTAT. CO LT1ROI PAB ITV NEC(OREGON) 3,031.0 H•1 1 35,600BTUH000LING9.00EER SUB-TOTAL 744.0 930.0 3.400STUH HEATING,2.9000P FOR100%OSA) PANEL SCHEDULE O EXTERIOR LIGHTING 1020 CFM HIGH SPEED DRY COIL-240V 10, LOCATION: INTEROR MOUNTING FLUSH 120 24o VOLTS1 I PRISE WIRE: 4 NON-EXEMPT 80.0 1.25 100.0 100.0 H 2 1 BROAN CEILING FAN ENCLOSURE: 125 AMPS w MAtll BAfiAKER l0 000 7x WSEC EXEMPT 0.0 1.25 0.0 0.0 QTR110 11DCFM CK DESCRIPTION KVA P AMPA B AMP P KVA DESCRIPTION C RECEPTACLES 1 HEAT PUMP 7.5 21 aO -1 1 20 1 0.9 Lx:1TIS FAN 1 2 THRU 10,000 2,160.0 1.00 2,160.0 2,160.0 MARK QTY. DESCRIPTION COMMENTS s 7.5 20 1 0.7 GEN RECEFr WATER CLOSET-MFR SM ADA FLOOR MOUNTED RM-102 5 NATQt HEATER 1.5 1 20 • 20 1 0.7 RECEPr a OVER 10,000 0.0 0.50 0.0 0.0 R1 TANKTYPE TOILET PAPER HOLDER-MFR STD GRAB 7 HEAT TAPE 1.2 1 20 20 1 0.7 OEN RECEPT a MOTORS BARS-MFR STD 3-PIECE 36'a.41'.18'036'AFF 9 1-2 1 20 tO 11 12 LARGEST 4,080.0 1.25 5,100.0 5,100.0 LAYATOKY,MFR STU WALL HUNG CHINA,187(1T VYI RM-102 13 14 REMAINING 996.0 1.00 996.0 996.0 R2 1 FAUCET ABBY,SINGLE PIECE-PROFLO# 15 18 SPACE HEATING 10,000.0 1.00 10,000.0 10,000.0 OVER VER LAV•1 MCPMIRROR•MFRSTDIB'x34'(CENTERED 19 20 MISC. 3,900.0 1.00 3,900.0 3,900.0 O 1 MFR.SM.2.5GALELECTRICWATERHEATERIN RM102 cONRaaU110N FROM PANEL TOTAL coNNECTEO KVA 22.0 MISC CONTINUOUS 0.0 1.25 0.0 0.0 P� CABINET®72.AFF PHASE A: 11.0 AMPS 91.5 TOTAL WATTS 21,960.0 23,186.0 25,287.0 PHASEB: 10.1 TOTAL AMPS 91.5 96.6 105.4 SUBTOTAL• 2E.0 TOTAL DEMAND KVA: 23.2 AMPS: 9. 125% DEMAND FACTOR IDAFIO ONLY 120.8 MARK REVISION Dab MOBILE OFFICE p ODaTONERsuBMBru ,an2/OBPacific Mobile • JOB NAME 14'x66' srN: 1006-104/113 JOB No: 3909 p Eel SUBMIT-romERTAL 1 ® �1RE�IN RTC ,ti,�a Mobile Modular Buildings 14219SMOKEY POINT BLVD. SH nE _ T. E. MARYSVILLE,WA 98271 FINAL 171Lfl1oB (360)653-57?0 (360)659.7735 FAX THIS DRAINING DANNOTBE REFRODIWWrIIDUTTHE MUM CONSENTOFWRTLEY EVERGREEN IK DRAWNBY: NJGLECTRICAL-MECHANICAL STD PLAN NO, FfLE: 3908-A OATS 101120 Permit#: 1619 Permit Date: 08/24/17 Permit Type: TEMPORARY STRUCTURE Project Name: HCI Steel Buildings, LLC Applicant Name: HCI Steel Buildings, LLC Applicant Address: 17833 59th Ave NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Ted Wheeler Phone: 360-403-4900 Email: emily@hcisteelbuilding.com Scope of Work: Modular Office Valuation: 0.00 Square Feet: 924 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 08/29/2017 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning ARLINGTON 31052200403900 17833 59TH AVE NE ADVANCED 300 INDUSTRIAL/ MANUFACTURING MANUFACTURING PARK Contractors Contractor Primary Contact Phone Address Contractor Type License License# PACIFIC MOBILE 360-658-6364 13806 45TH Ave CONSTRUCTION COA 600 498 022 STRUCTURES NE CONTRACTOR PACIFIC MOBILE 360-658-6364 13806 45TH Ave CONSTRUCTION Labor d PACIFMS033DC STRUCTURES NE CONTRACTOR Industri anes Plan Reviews Date Review Type Description Assigned To Review Status Applicant needs to submit for an Temporary Use permit through the Administrative Conditional Use Permit 08/24/2017 MANUFACTURED HOME process.The site plan submitted can be used for the ACUP.The applicant will need turn in an application, written narrative and fee of$150.00(includes processing fee). 08/24/2017 MANUFACTURED HOME approved with red lines and requirements zAick Karns Fees Fee Description Notes Amount Processing/Technology $25.00 Temporary Modular Offices $350.00 Total $375.00 Attached Letters Date Letter Description 08/28/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 08/29/2017 Ted Wheeler 66131507 cc $375.00 Outstanding Balance $0.00 Notes Date Note Created By: 02/20/2019 Expired.Filed in address files.No final was done. Raelynn Jones 08/28/2017 Contractor needs to pay for out of city.KF Kristin Foster Uploaded Files Date File Name 08/30/2017 2567986-1619 Issued Permit.pdf 08/24/2017 2553171-1619 Application.pdf 08/24/2017 2553172-1619 Site.pdf 08/24/2017 2553173-1619 Plans.pdf 08/24/2017 2553175-1619 ADA Ramp Plans.pdf