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BLD2013-00329
UILDING PERMIT APPLICA N BLDI3-00329 Review Type: Jefferson County Department of Community Development - 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00329 Received Date: 10/22/2013 SITE ADDRESS: 295316 HWY 101 QUILCENE, 98376 OWNER: JEFFERSON COUNTY PHONE: COURTHOUSE PO BOX 1220 PORT TOWNSEND WA 98368-0920 SUBDIVISION: Block: Lot: PARCEL NUMBER: 702242005 Section: 24 Township: 27 N Range: 02 W CONTRACTOR: PHONE: PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI CONSTRUCTION OF COUNTY ROAD SHOP, W/ EQUIPMENT SHED AND MODULAR OFFICE UNIT. SITE WORK AND UTILITIES. TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: 4,912 TYPE OF IMP NEW MAIN: 672 INDUSTRIAL: VALUATION 335,603.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: 4,240 CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS NUMBER OF EMPLOYEES: WATER SYSTEM: BATHROOMS: Exist: Prop: 1 Total: 1 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $0.00 MEB 10/22/13 APPROVED OVE Plan Check $0.00 MEB 10/22/13 State Building Code $0.00 MEB 10/22/13 MAY 13 2014 Potable Water Application $0.00 MEB 10/22/13 Total: $0.00 Jefferson County DCD \\+irlemnr4\rlo+a\fnrmc\R Rl n Ann Rid rn+ 1N99/9M4 ill sON c; DEPARTMENT OF COMMUNITY DEVELOPMENT ,` 41 ,,\ 621 Sheridan Street,Port Townsend,WA 98368 ' " Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment ''-s'0 c E-mail:dcd @co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD13-00329 APPLICANT: JEFFERSON COUNTY PHONE: COURTHOUSE PO BOX 1220 PORT TOWNSEND WA 98368-0920 SITE ADDRESS: 295316 HWY 101 Issue Date: 05/13/2014 QUILCENE, 98376 Final Date: 10/6/2014 SUBDIVISION: Block: Lot: PARCEL NUMBER: 702242005 Section: 24 Township: 27 N Range: 2W PROJECT DESCRIPTION: CONSTRUCTION OF COUNTY ROAD SHOP, W/ EQUIPMENT SHED AND 'MODULAR 01-1-10E big!. SITE WORK AND U i Mil IlS. THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes ' no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 10/6/2014 \\tidemark\data\forms\F_BLD_Occupancy.rpt 10/17/2014 c__u j e_d E \ \c\� A ..--.= 7A�7N �% 41 z 70-5 A � x <1 < rn D Z A11 rn 1 r� _.� '(z� O rn o P -, a GJ d ��- � • �A A 1117 Zrn ? 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JEFFERSON COUNTY 0 DEPT.OF COMMUNITY DEVELOPMENT (4/16 4 1/4 �,��r.,.•° -. . PRINTED-6/26/2014 . BRIGGS ENGINEERING, Inc. MODULAR MOBILE BUILDING PAD&PIER FOUNDATION DESIGN-FOUNDATION CALCULATIONS-1 OR 2-STORY IBC-2012 CLIENT PACIFIC MOBILE DEALER: Jefferson County Criteria 25,50,130C,D,1.322,1500 Public Works-295316 Highway 101, Quilcene, WA Date: 26-Jun-14 PO# E2014175 Location: 98376 Project#: 201404# # 24.2 State(s): WA 98376 I. DESIGN CRITERIA: Dead Load: Roof, RDL= 10 psf Ceiling CDL= 2 psf E&M= 1 psf Floor, FDL= 10 psf Wall,WDL= 9 psf Roof Live: Snow Load, RLL= 25 psf Load Duration Factor, Cd= 1.15 % Floor Live: Uniform Floor Load, FLL= 'Office 50 psf IBC Table 1607.1 Concentrated Live Load, p= 2000 lbs. IBC Table 1607.1 Partion, PDL= 15 psf Wind Load: NOTE:2009 IBC Wind Speed(3-sec Gust)=85 mph,Equivalent 2012 IBC Wind Speed(Ult.)Used for Design Basic Wind Speed,V= 130 mph ASCE 7 Figure 6-1 Building Risk Category, BRC: II ASCE 7 Table 1-1 "a" Edge Pressure Distance= 3.00 ft 1 Roof Slope= 0.25 :12= 4.76 Degrees Edge Wind Pressure,Wep= (A*Wht+B*Rht)/(Wht+F 24.63 psf ASCE 7 Figure 6.2 Interior Wind Pressure,Wip= (C*Wht+D*Rht)/(Wht+F 16.52 psf ASCE 7 Figure 6.2 Average Wind Pressure,Wp= 23.56 psf ASCE 7 Figure 6-2 Exposure Category= IC 'Exposure Factor,A= 1.21 ASCE 7 Section 6.5.6.1 Wind Topographic Factor, Kz= 1.00 ASCE 7 Section 6.5 Lateral Design Wind Pressure, Pw=Wp*1`*Iw*Kz= 28.51 psf IBC Section 1605.3.1 I Uplift Pressures: Zone E/F -32.20 -18.3 -25.25 psf Zone G/H -22.40 -14.2 -18.30 psf Average Uplift Wind Pressure, Tranverse, Wup1 = -19.0 psf Average Uplift Wind Pressure, Longitudinal, Wup2= -19.8 psf Seismic: I 98376 IASCE 7-10 Section 12.14-Simplified Alt. Struc. Design Upper Modue Weight= 0.00 psf Lower Module Weight= 26.75 psf Required Partion Weight= 10.00 psf Total Seismic Design Weight,Wtot= 36.75 psf ASCE 7, Section 3.1 Snow Load% Used in Seismic Design= 0% Soil Site Class D 47.8225 N Mapped Spectral Accelerations, short periods, Ss= 1.3220 IBC Figure 1615 122.8882 W Site Coefficient, Fa= 1.00 ASCE 7, Section 12.14.8.1 94' Max. Spectral Response, SMS=Fa*Ss= 1.32 IBC Equation 16-16 Design Spectral Response, SDS=2/3*Sons= 0.88 IBC Equation 16-18 Seismic Design Category= D ASCE 7,T.11.6-1 Response Modification Coefficient, R= 4.00 ASCE 7,T.12.2-1 Lateral Load Factor, F=(1, Single Story; 1.1,2-story; 1.2, 3-story) 1 ASCE 7, 12.14.8.1 Total Shear,pst=F*SDS*Wtot/R= 8.10 psf ASCE 7, EQ. 12.14-11 Dimensions: Module Length, ML= 56 ft. Module Width, MW= 13.83 ft. Width,W= #Units= 1 13.83 ft. 0.5 inch spacing Length, L= #Units= 1 56.00 ft. in Width 1st Floor Wall Ht.,Wht1 = 10.37 ft. 2nd Flr.Wall Height,Wht= 0.00 ft. Roof Height, Rht= 1 :12 Slope L 0.58 ft. Floor Height above NG, Fht= I 30linches 2.50 ft Building Ht Coeff, Htc= Rht+Wht+Fht-15 1.00 No. of floor spans per module, nfs= 2 Effective Width of Building Supported, L2a= 83.00 inches ILI 2 of 4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 • BRIGGS ENGINEERING, Inc. MODULAR MOBILE BUILDING PAD&PIER FOUNDATION DESIGN-FOUNDATION CALCULATIONS-1 OR 2-STORY IBC-2012 CLIENT PACIFIC MOBILE DEALER: Jefferson County Criteria 25,50,130C,D,1.322,1500 Date: 26-Jun-14 PO# E2014175 Location: Public Works-295316 Highway 101, Quilcene,WA 98376 Project#: 201404# # 24.2 State(s): WA 98376 II. FOUNDATION DESIGN A. Foundation Components Option A Individual Bearing Pads-Bearing Pads Column Pads Width,wbp= NOTE: (2)2x12-18"LONG W/(1) 16 inches 16 inches 2x12-12"LONG PERPENDICULAR Length, Ibp= MAY BE SUBSTITUTED 16 inches 16 inches Surface Support Depth: Conc,Asph&Base 4 inches Equivalent Bearing Area at Soil, BA= 576 Sq. Inches 576 Sq Inches IBC-T.18.4.2 Allowable Soil Bearing Pressure, Q= 1500 psf. To Be Verified By Others Option B Perimeter Support Width 0 inches Allowable Load, Pbp=(BA)/144*Q= 6000 pounds 6000 pounds Anchors-X-Drives in w/Shovel Plate Ultimate Anchor Capacity,Anchc= 4725 lbs. B1. Exterior Pads(Exterior Rails) Floor and Roof Loads: Exterior Uniform Floor Load, ufll=(RLL+RDL+CDL+EM)*L2a/12+(FLL+FDL+PDL)*L2a/24+ 771 lb/ft. Wht*WDL= Perimeter Support Bearing Pressure, (Skirting) 0 psf-OK! OR Max. Pad Spacing, Mps=Pfla/ufll= 7.79 ft. Max. span of Support Beams= 16.00 ft. Use: Perimeter Skirting W/(9)16-inch x 16-inch pad @ 7.79-ft o.c.,max exterior supports. C1. Interior Pads(Floor Loads Only) Floor Loads: Interior Uniform Floor Load, ifll=(FLL+FDL+PDL)*L2a/12= 415 lb/ft. Max. Pad Spacing, Mps=Pfla/ifll= 12.00 ft. Max. span of Support Beams= 16.00 ft. Use: (6)16-inch x 16-inch Pads @ 12-ft o.c, max. interior supports. D.Column Pads(Roof Loads Only) Roof Loads: Column Pads Required, Cpr= 1 pads Allowable Load, Prla= 6000 lbs. Mateline Roof Beams Uniform Roof Load,mbrl=(RLL+RDL)*MW= 526 lb/ft. Effective Mateline Beam Span, Mps=Pfla/mbrl= 11.41 ft. Use: N/A Effective Interior Roof Beam Span= 0 ft., (0)-SF 0 16x16 PADS REQ'D Effective Exterior Roof Beam Span= 0 ft., (0)-SF 0 16x16 PADS REQ'D ye 3 of 4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 S BRIGGS ENGINEERING, Inc. MODULAR MOBILE BUILDING PAD&PIER FOUNDATION DESIGN-FOUNDATION CALCU IONS-1 OR 2-STORY IBC-2012 CLIENT PACIFIC MOBILE DEALER: Jefferson County Criteria 25,50,130C,D,1.322,1500 Date: 26-Jun-14 PO# E2014175 Location: Public Works-295316 Highway 101, Quilcene,WA 98376 Project#: 201404# # 24.2 State(s): WA 98376 E. Lateral Design 1A. Longitudinal Walls(Front&Back, Long Walls)-Soil Anchor Option Unit Wind Load, UWL=(Wht+Rht+Fht/2)*Wp*L= 19483 lbs Governs Unit Seismic Load,USL=W*pst= 6275 lbs Building Transverse Wind Uplift Load, UUL1 = -14753 lbs. Building Weight, BW= 15493 lbs Transverse Foundation Friction Factor= 0.35 Gravity Resistance, GR=((0.9-0.2*Sds)*Building WT+UUL1 )*Friction Factor= -1240 lbs. Wind Uplift Load, UUL1 = -14753 lbs. OTM=Lateral Load*wht/2= 101022 Ft-lbs RM=((0.9-0.2Sds)*Building Wt-UUL1)*W/2 -24495 Ft-lbs Factor of Safety=RM/OTM -0.2 Needs Uplift Anchorage Use: (6)Anchors,Min.,OR Alternate Lateral Resisting System 2A. Lateral Walls(End,Short Walls)-Soil Anchor Option Unit Wind Load, UWL=(Wht+Rht+Fht/2)*Wp= 4233 lbs.per LF Unit Seismic Lateral Load, USLL= L*pst= 6275 lbs.per LF Governs Building Longitudinal Wind Uplift Load, UUL2= -15344 lbs. Longitudinal Foundation Friction Factor= 0.35 Gravity Resistance, GR=((0.9-0.2*Sds)*Building WT+UUL2)*Friction Factor= -1446 lbs. OTM=Max Lateral Load*wht/2= 32537 Ft-lbs RM=((0.9-0.2Sds)*Building Wt-ULL2)*U2 -115703 Ft-lbs Factor of Safety=RM/OTM -3.6 Needs Uplift Anchorage Use: (4)Anchors, Min.OR Alternate Lateral Resisting system Lim 0 mars Larw 4 of 4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 C D S 0 Om r C m-m OA -Ir;SV) Z W FF 0_, ODCrr O 00 mmXX NZxlm-m(ZW M 0 A 11I II°� \ 0 • Z N A W N M 0 N m 5 N Z m Z LIB _ lal H1 m .. > iz C7F> Or V1 M0 T) C�Z D;�m1°0 :0 m rn D2r pr ZOIVAZ 1� r00-ZO- 11p I 00 A -Im t -'10 DDm�Z ! ZnA OCr;OOm r I°lal bl 4 - ON A ON EH! 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No -, E b� CA / f--- 1— �i ,-3 t Ill■ h z D rn z S Q N 0 1 Z C '... r 1 rn X Grn i77 N N R-1 3 C 1 / 56,-d" / $L-D, 13-603z, 9-12-2014 QUILCENE REPLACEMENT SHOP RAMP AND STAIR 295316 Highway 101 Quilcene,WA REVISIONS M5 • 0 '-,r3nt?#ot the F3(tridIng Orliat lifik-nt :.•=li 379-4450 prior to making etanges or revitions to the apprOVOCi plans This project shall comply witn "Accessibility Regulations in Washington State pp REVIEW— FOR CODE COMPLIAN CE 12-"-TvAs ikicg).041— '?(C 442" SA" tr q Olt Gilkt ‘31 VsVP 043k 6 t114 6'344 SiiF CA,OSie 9--.1.A.,At ' ate LeVeia- r)°C41(74-. IL"U FILE Copy L_ I • • i = i i » i RI-4'6 /Vi' 4.11)e-i - 6)0,L c-f,,,,,yf,a 1 � r",. E _ I ! y i iI 1 it . , .I6 j` M. I } \ 4 C > 1 I-4 ; 1 ' 1 ..3: 3 (1,; .1 J,. ,5 -t r)1 . f d i1 z 3 1 ? 5 53,5- 3rd 2, . €i k , 1,, ,C -r tom- , #{ ' 1^v 4 , ,,� °z .5Wolz _ 6,16 6 . 4c .,. '2 , a it4o# nc .0,-1 iq'J6(-)..,t 4,),41 1 .,.„, . .4 I4.t, > .44 44,a127770 at(}NAk. . BLDI39-Cm cy STATE • 0::8 age:: :::,x °y lase .y`' ° � STATE OF WASHINGTON-Department of Labor and Industries FACTORY ASSEMBLED STRUCTURES P.O. Box 44430, Olympia,Washington 98504-4430 Web Site www.lni.wa.gov/tradeslicensing/factory assembled structures/ 28-Jul-14 To: Jefferson County 621 Sheridan St Port Townsend, WA 98368 Al Scalf Re: Modular Building Site location: 295316 Hwy 101 Quilcene, WA 98376 This letter is to inform your department of a modular building being shipped to the address above. Enclosed is a copy of the Department of Labor and Industries, Factory Assembled Structures Section approved plans for your use. Attached is a list of items that will require review, inspection and approval by Jefferson County. BLAZER INDUSTRIES is the manufacturer, they may be contacted at 503-749-1900. The Department of Labor and Industries, Factory Assembled Structures Section has informed the manufacturer that permits, review and inspection of on site construction, conditions and completion of the building will be required by the Jefferson County. If you have any questions or concerns please feel free to contact me. Debra Anderson Plans Examiner WA State Dept of Labor&Industries (360)902-6096 adef235 @lni.wa.gov il9 C � �II6 7 1! JUL 2- 9- 2014 JEFFERSON COUNTY DEPT OF COMMUNITY DEVELOPMENT • • RECEIVED -1q 6-14 Department of Labor and Industries Paid date !Column hi Check lee $ Factory Assembled Structures JUL 1_ 0 7 201 Y I PO Box 44430 U 07 L Olympia WA 98504-4430 NpAICATION TO LOCAL ENFORCEMENT AGENCY www.wa.gov/lni/FAS/- -..- -__ Date (case sensitive) M 106 7/3/2014 The Factory-Built unit identified below requires completion work at the Mfg site as specified. Blazer Industries, Inc. Owner's name Mfgr's senal no. Dept.serial no. Jefferson County 14 18157 -01 Installation address Type of construction Occupancy ETA at site 295316 Highway 101 VB I B City State ZIP+4 County Phone number Quilcene WA 98376 Jefferson Installation site is in: ❑ City . County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT ELECTRICAL DEPARTMENT www.wabo.org/ www.wa.gov/lni/electrical/ INSERT NAME AND ADDRESS IN SHADED AREA INSERT NAME AND ADDRESS IN SHADED AREA To To Jefferson Co. Bldg. Off. L& I Electrical PO Box 1220 500 Pacific Ave, Suite 400 Port Townsend WA 98368 • Bremerton, WA 98337-1943 • Electrical service connection Plumbing connection to service Water heater pressure relief valve termination Foundation Review and inspections Air Barrier Test 1 JU� 2 9 2014 ' U lErEGRSON COUNTY DrPT OF COMMUNITY DEVELOPMENT Plan Reviewer's name(print/type) Phone:(8am to 5pm) Manufacturer's name(print/type) Craig Sedlacek 360-902-5297 Blazer Industries. Inc. Office location Date 'Manufacturer's signature L & I F.A.S. Plan Review / / IFor Dept. Rec'd !File IBy I Olympia office Use ONLY / / Electrical section Inspector Building department F623-013-000 (PDF) notification to local enforcement agency 11-00 Customer For Postal Delivery - • FB anufacturer � Mfg.No. Department of Labor and Industries CC CH 11 Blazer Industries lno. M-106 Factory Assembled Structures - 7 CC CST Plans to be returned to:Address PO Box 44430 WA Only 945 Olney Street Olympia,WA 98504-a'-°, WA Rev/OR Courtesy City/State/ZIP -- ,430 OR Rev/WA Courtesy Aumsville,OR 97325-0489 For N' .-Pos Delivery (FedEX. UPS) Other state reciprocity Department o' abor and Industries ECEIVED FOR DEP RTMENT US ONLY 7273 Lindef on WA SW tFee Ledg Sht#Che $Arnypnt �.1i Patipn 1D` I Tumwater WA 98501 7 www.wa.gov/Ini/FAS/ (case sensitive) JUL 0 7 2014 Appl No Date Approved Expiration Date PLAN APPROVAL REQUEST co oac�t> /?; I / : ' `mo ''`t 7 1 5 Contact person's printed name: ..—_. -. Date Fee enclosed__ John R h 7/3/2014 $329.91 Signature Phone No. FAX No. (503)749-1900 (503)749-3969 New plan(Design) $0.00/ (1 Yr design) $329.91 See Initial MFG filing No fee required // appropriate Renewal $0.00 AP No. WAC Resubmittal $0.00 Appl ID Addendum $0.00 AP No. for fees Plans reviewed by L&I listed professional Note: Identify addendum items on plan! NA Code cycles(month/year) IBC,IMC: 7/2013 UPC: 7/2013 VIAQ: N/A NEC: 2014 WSEC: 7/2013 IFC: 7/2013 Size of building: No of Occupancy Width: 14 Length: 56 Area(Sq Ft): 695 modules: 1 Group: B Type of Construction Use Sub yr SEC yr Seismic Zone: VB Office 12 14 D Roof live load PSF: Wind load MPH-EXP (PSF for CC) Floor load PSF: 25 120B 50 Plot plan submitted? r--1 Yes © No If°No°,provide distance from farthest projection to nearest building/property line: Front: 10 Rear: 10 Left Side: 10 Right Side: 10 Type heat: © Central Hydronics n Baseboard n Fan Powered Other: forced air room heater Type of fuel: X Electric Natural Gas n Propane n Oil n Other. SPVHP Insulation Floor Walls Roof(flat) Roof(Vault) Values: 30 21 49 n/a Heating Zone: I -^ J Zone 4c WSEC compliance chapter: Energy Calculations: Electrical Service v A ❑ ❑ • ❑ • Attached ❑ On File-AP# -Amps: 200 _ Component Systems Prescriptive N/A Heat Pump • Yes ❑ No X Performance Analysis Air Conditioning • Yes ❑ No i N/A Attached L&I Review Attached Design On Fil i Professional Review 9 Structural calculation or test proposals = © = AP#UL 2 if 1 ,f Truss or ratter drawing(s) n © 0 :'# Truss plan it over 3 different trusses © 0 = AP#JEFFERSON O N -Girder truss or ridge beam drawing © 0 CI DEPT O N!Tv E"'FJ fl°°"'-nT HVAC Drawing 0 © = 0 AP# Cross section and elevation 0 © 0 0 AP# Foundation Plan 0 © 0 0 AP# Electrical load demand calculation 0 © = = AP# Panel box schedule/Electrical load calc's = © 0 0 AP# Chassis drawing(CC units only) © 0 0 0 AP# Plumbing systems: 0 © 0 n AP# Operating pressure 46 to 60 No.of fixtures 3 Total developed length 40 RETURN PLANS ❑ Regular mail ❑ Overnight @ customers expense ❑ Carrier VIA: • Other Federal Express Acct# 1104-5500-3 F623-006-000 (PDF)plan approval request 11-00 GILDING PERMIT APPLICATIS BLD13-00329 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00329 Received Date: 10/22/2013 SITE ADDRESS: 295316 HWY 101 QUILCENE, 98376 OWNER: JEFFERSON COUNTY PHONE: COURTHOUSE PO BOX 1220 PORT TOWNSEND WA 98368-0920 SUBDIVISION: Block: Lot: PARCEL NUMBER: 702242005 Section: 24 Township: 27 N Range: 2■1 CONTRACTOR: 2 GRADE LLC PHONE: 360-461-3992 ATTN: GRED HOPF 4616 OLD MILL RD PORT ANGELES WA 98362 Contractor's License 2GRADGL923JH Expires 4/8/2016 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION CONSTRUCTION OF COUNTY ROAD SHOP, W/ EQUIPMENT SHED AND MODULAR OFFICE UNIT. SITE WORK AND UTILITIES. TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: 4,912 TYPE OF IMP NEW MAIN: 784 INDUSTRIAL: VALUATION 335,603.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: 4,240 CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS NUMBER OF EMPLOYEES: WATER SYSTEM: AB292 BATHROOMS: Exist: Prop: 1 Total: 1 outing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,679.00 MEB 11/22/13 145571 Plan Check $1,741.35 MEB 11/22/13 145571 State Building Code $4.50 MEB 11/22/13 145571 Potable Water Application $66.00 MEB 11/22/13 145571 Permit $0.00 SRE 07/14/14 Total: $4,490.85 \\tidemark\data\forms\F_BLD_App_Bld.rpt 7/14/2014 1 10 P �. ��w$ON Go�2 Jefferson County Community Development Inv# 14-106 621 Sheridan Port Townsend,WA 98368 1,5'$iNG"C,° (360)385-4450 f . •1 l • Name: Jefferson County Public Works attn:Gordon Ramstrom Date: 7/14/2014 Address: 623 Sheridan St. City: Port Townsend State: WA 98368 Case: BLD13-00329 Phone: 360-385-9234 DATE DESCRIPTION OF SERVICES QTY UNIT PRICE TOTAL 7/14/14 Modular office Change 672sqft.-784sqft $ - E/H revison fee 158.00 $ 158.00 ZON/Con/Rev (1 hour review) 76.00 $ 76.00 BLD Base Fee increase 154.00 $ 154.00 $ - $ $ - TOTAL: 0 $ 388.00 *****PLEASE PAY FROM INVOICE***** Submitted By: Make Check Payable to: Name: (Sally Ellis Jefferson County Community Development Title: Permit Technician 621 Sheridan Port Townsend,WA 98368 Date: 7/14/2014 • • is ON c - JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT y o� 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.cojefferson.wa.us/communitydevelopment sh rNG'C Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdna.co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include separate sheets as necessary): Construction of County Road Shop, with Equipment Shed and Modular office unit. Site work and utilities. Tax Parcel Number: 702242005 Property Size: 9.65 /420,443.90 (acres/square feet) Site Address and/or Directions to Property: 295316 Highway 101, Highway 101, Quilcene, WA 98331 Property Owner(s)of Record: Jefferson County Telephone:1300' ; —1 0 fl Fax: - , ` • " r email: Mailing Address: • gad.. i, toci ;ILO 1, AU L: ai .Iii Applicant/Agent(if different from owner): Telephone: Fax: Mailing Address: What kind of Permit?(Check each box that applies ❑Lot or Road Seg i BBuilding ❑Critical Areas St( ❑ Demolition Permit ❑Variance(Minor, ❑ Single Family B Garage ( Detached) ❑Conditional Use[ ❑ Manufactured Home ❑ Modular ❑Discretionary"D" v • Commercial* ❑Special Use(Es ii ❑ Change of Use ❑Boundary Line Ad ❑ Address ❑ Road Approach ❑Short Plat** 1j tt ❑Home Business 0 Cottage Industry ❑ Binding Site Plan`" ) 20}& ❑Propane ❑ Long Plat** `,7,;', �u L ❑Sign ❑Planned Rural Residen(iall Development(PRRD/A ndme is** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteratign\ I Stormwater Management ❑Shoreline Master Progra empti"gOe I tib** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Sp i )-1 - ❑Temporary Use ❑Shoreline Management-Vartanice ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT" I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspe 'ons. Staffs access and right of entry-wi_ll be assumed unless the applicant informs the County in writing at the time of the applica'.n that h r s .4 t t otice. ©/t/ , tit,.,,f/ t r' Signature: 44 , I) r / / J -i cri 6041,1-11 Date: o(/7- IC 2_1)`3 The action or . tions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliant;with the Je -.-on County development code.The Applicant acknowledges that he,she or it holds individual and non-transfe le respon ity ,7:dhee/'n. . =r. complying with the ESA. The Applicant has read this disclaimer and si js nand ates it below. Signature: 1-�i '� // , P Date: O(r /0l o"0/ 07/24/2013 III BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: E C IE D �1E GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: ) j^ t1 1J �I'�--,, �_,/, FAX: To be determined. ( ) f 1-< MAILING ADDRESS: ! JUL t p) 2014 EMAIL: i I l CONTRACTOR'S LICENSE WAINS li it I�l NUMBER: I NUMBER E JEFFERSON COUNTY ARCHITECT/ENGINEER: PHONE PERT.OF COMINXTY DEVELOPMENT MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New X Wood Existing: — ❑ Sewer ❑ Addition ❑ Steel Proposed: --'' . Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: XIndividual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: — Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: -- Public No heat Total: — Name of System: JC PUD#1 Quilcene If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: 0 Proposed: 7 Number of ADA Parking Spaces:1 Number of occupants(includes owners,tenants, employees,etc) Current 0 Proposed 6 IBC Occupancy: B IBC Type of construction: 5B Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO i evotS telleP I knaT retaWtoH i Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size, distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed ;For Office Use iOnlyi'_ , ¢ r Amounts ,`, , Revision': ..u. Main Floor Heated 7 EH Bld App Review: p 2"°Floor Heated �� _ �� 5� Consistency Review: n n ��.0 0 g.`� `li Other Heated = ' Base fee: I Mezzanine 2 l9 1-61 1 54-1 .00 Additional Section: Heated Basement Plan Check fee: I --1-LiI 'SS Unheated Basement , State Surcharge fee: ±i Other Unheated , a$ E ` 0 9-Z 0 Pot Water Review fee: Garage/Carport ` ; SUBTOTAL /06 - ee Decks ' ' 911/Rd Approach fee: N;' ,Tt Y Other TOTAL: $ 9 }!.1 Receipt Number: Cash/Check Number: ESTIMATED COST(REQUIRED) Date: •Fair ma et value o all lab r d mat Is foundation to finish '``al 6. l6 0' -4 S j t„f °'Z Initials: — �S t coos 65--3—t:i'0 = Nguw cL..cfe {;s2_ �j 5' 07/24/2013 • Jefferson County Department of Public Works gl; 623 Sheridan St. Port Townsend, WA 98368 (360) 385-9160 Monte Reinders, P.E. Public Works Director/County Engineer TRANSMITTAL DATE: July 11,2014 TO: Mary Blain,Plans Examiner Jefferson County Department of Community Development Cc: Jon Watson,File FROM: Gordon Ramstrom,Architectural Projects Planner SUBJECT: Revised Site plan: Mobile Office PERMIT: B1d13-00329 RE: Quilcene Shop Development: 295312 US Highway 101 Quilcene,WA 98376 Project# 180 543 1868 Mary,Please find,per your request,the attached materials, 1) (4) 11 x 17" Prints of Revised site plan 55 2) (4) 11 x 17" Prints of Enlarged Revised site plan S3 0 `` 4 n cc,,) k-, er( ,,x--- u / ---r ---,_, _ ,... ,. „ii, E \ C; _� 1 7rna�cy R. 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N.) ›,, Ilt �j PERMI' _ ms) a Q ILCENE REPLACEMENT SHOP STORMWATERSE3 295116 Highway 101 Quilcene, WA -SITE PLAN Oct. 11, 201,3 • BRIGGS ENGINEERING-PO BOX 140537, Boise, ID 83714-(208)871-0200 ' PRE-FABRICATED BUILDING DESIGN-FOUNDATION CALCULATIONS I IBC-2012 CLIENT PACIFIC MOBILE Owner Jefferson County DATE: 26-Jun-14 PO# E2014175 LOCATION: Public Works-295316 Highway 101, Quilcene, WA 98376 PROJECT# 201404# 24.2 I STATE I WA I 98376 Table of Contents PREFABRICATED MODULAR BUILDING PAD FOUNDATION DESIGN LOCATION WIDTH: LENGTH: TYPE: Public Works 295316 Highway 14 56 MOBILE Style Building-Office 101, Quilcene,WA 98376 JEFFERSON COUNTY DCD BUILDING PLAN REVIEW APPROVED AS SUBMITTED ❑ APPROVED AS NOTED ❑ REJECTED Date 1 l ( Reviewer, Flr `'"7 alt Is, 41lh'411(N, • !Lt c co re er,°^ Ions. REVIEWED FOR CODE COMPLIANCE r° ' ° V E AUG 1 1 9 n1,4 c nt��cs the Building Depar,rr3°nt ' !, at 379-4450 prior t0 making changes approved pla l to the app JEFFERSON COUNTY or re ibicros DEPT OF COMMUNITY DEVELOPMENT --ter 0 ! i 3 J �' �s<<� M- 1/4 401.24.1-F ' PRINTED-6/26/2014 fir► _ j BRIGGS ENGINEERING, Inc. 'MODULAR MOBILE BUILDING PAD&PIER FOUNDATION DESIGN -FOUNDATION CALCULATIONS-1 OR 2-STORY IBC-2012 CLIENT PACIFIC MOBILE DEALER: Jefferson County Criteria 25,50,130C,D,1.322,1500 Date: 26-Jun-14 PO# E2014175 Location: Public Works-295316 Highway 101, Quilcene,WA 98376 Project#: 201404# # 24.2 State(s): WA 98376 I. DESIGN CRITERIA: Dead Load: Roof, RDL= 10 psf Ceiling CDL= 2 psf E&M= 1 psf Floor, FDL= 10 psf Wall,WDL= 9 psf Roof Live: Snow Load, RLL= 25 psf Load Duration Factor, Cd= 1.15 % Floor Live: Uniform Floor Load, FLL= 'Office 50 psf IBC Table 1607.1 Concentrated Live Load, p= 2000 lbs. IBC Table 1607.1 Partion, PDL= 15 psf Wind Load: NOTE:2009 IBC Wind Speed(3-sec Gust)=85 mph,Equivalent 2012 IBC Wind Speed(UIt.)Used for Desian Basic Wind Speed,V= 130 mph ASCE 7 Figure 6-1 Building Risk Category, BRC: II ASCE 7 Table 1-1 "a" Edge Pressure Distance= 3.00 ft 1 Roof Slope= 0.25 :12= 4.76 Degrees Edge Wind Pressure,Wep= (A*Wht+B*Rht)/(Wht+F 24.63 psf ASCE 7 Figure 6.2 Interior Wind Pressure,Wip= (C*Wht+D*Rht)/(Wht+F 16.52 psf ASCE 7 Figure 6.2 Average Wind Pressure,Wp= 23.56 psf ASCE 7 Figure 6-2 Exposure Category= IC 'Exposure Factor,A= 1.21 ASCE 7 Section 6.5.6.1 Wind Topographic Factor, Kz= 1.00 ASCE 7 Section 6.5 Lateral Design Wind Pressure, Pw=Wp*1\*Iw*Kz= 28.51 psf IBC Section 1605.3.1 I Uplift Pressures: Zone E/F -32.20 -25.25 psf Zone G/H -22.40 -14.2 -18.30 psf Average Uplift Wind Pressure, Tranverse, Wup1 = -19.0 psf Average Uplift Wind Pressure, Longitudinal, Wup2= -19.8 psf Seismic: I 98376 IASCE 7-10 Section 12.14-Simplified Alt. Struc. Design Upper Modue Weight= 0.00 psf Lower Module Weight= 26.75 psf Required Partion Weight= 10.00 psf Total Seismic Design Weight,Wtot= 36.75 psf ASCE 7, Section 3.1 Snow Load% Used in Seismic Design= 0% Soil Site Class D 47.8225 N Mapped Spectral Accelerations, short periods, Ss= 1.3220 IBC Figure 1615 122.8882 W Site Coefficient, Fa= 1.00 ASCE 7, Section 12.14.8.1 94' Max. Spectral Response, SMS= Fa*Ss= 1.32 IBC Equation 16-16 Design Spectral Response, Sos=2/3*SMs= 0.88 IBC Equation 16-18 Seismic Design Category= D ASCE 7,T.11.6-1 , Response Modification Coefficient, R= 4.00 ASCE 7,T.12.2-1 Lateral Load Factor, F=(1, Single Story; 1.1, 2-story; 1.2,3-story) 1IASCE 7, 12.14.8.1 Total Shear,pst=F*SDS*Wtot/R= 8.10 psf ASCE 7, EQ. 12.14-11 Dimensions: Module Length, ML= 56 ft. Module Width, MW= 13.83 ft. Width,W= #Units= 1 13.83 ft. 0.5 inch spacing Length, L= #Units= 1 56.00 ft. in Width 1st Floor Wall Ht.,Wht1 = 10.37 ft. 2nd Flr.Wall Height,Wht= 0.00 ft. Roof Height, Rht= 1 :12 Slope L 0.58 ft. av Floor Height above NG, Fht= I 301inches 2.50 ft ire Building Ht Coeff, Htc=Rht+Wht+Fht-15 1.00 0 No. of floor spans per module, nfs= 2 0 Effective Width of Building Supported, L2a= 83.00 inches WI 2 of 4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 BRIGGS ENGINEERING, Inc. MODULAR MOBILE BUILDING PAD&PIER FOUNDATION DESIGN -FOUNDATION CALCULATIONS-1 OR 2-STORY IBC-2012 CLIENT PACIFIC MOBILE DEALER: Jefferson County Criteria 25,50,130C,D,1.322,1500 Date: 26 Jun-14 PO# E2014175 Location: Public Works-295316 Highway 101, Quilcene,WA 98376 Project#: 201404# # 24.2 State(s): WA 98376 II. FOUNDATION DESIGN A. Foundation Components Option A Individual Bearing Pads-Bearing Pads Column Pads Width,wbp= NOTE: (2)2x12-18"LONG W/(1) 16 inches 16 inches 2x12-12"LONG PERPENDICULAR Length, Ibp= MAY BE SUBSTITUTED 16 inches 16 inches Surface Support Depth: Conc,Asph&Base 4 inches Equivalent Bearing Area at Soil, BA= 576 Sq. Inches 576 Sq Inches IBC-T.18.4.2 Allowable Soil Bearing Pressure, Q= 1500 psf. To Be Verified By Others Option B Perimeter Support Width 0 inches Allowable Load, Pbp=(BA)/144*Q= 6000 pounds 6000 pounds Anchors-X-Drives in w/Shovel Plate Ultimate Anchor Capacity,Anchc= 4725 lbs. B1. Exterior Pads(Exterior Rails) Floor and Roof Loads: Exterior Uniform Floor Load, ufll=(RLL+RDL+CDL+EM)*L2a/12+(FLL+FDL+PDL)*L2a/24+ 771 lb/ft. Wht*WDL= Perimeter Support Bearing Pressure, (Skirting) 0 psf-OK! OR Max. Pad Spacing, Mps=Pfla/ufll= 7.79 ft. Max.span of Support Beams= 16.00 ft. Use: Perimeter Skirting W/(9)16-inch x 16-inch pad @ 7.79-ft o.c.,max exterior supports. C1. Interior Pads(Floor Loads Only) Floor Loads: Interior Uniform Floor Load, ifll=(FLL+FDL+PDL)*L2a/12= 415 lb/ft. Max. Pad Spacing, Mps=Pfla/ifll= 12.00 ft. Max.span of Support Beams= 16.00 ft. Use: (6)16-inch x 16-inch Pads @ 12-ft o.c,max.interior supports. D.Column Pads(Roof Loads Only) Roof Loads: Column Pads Required, Cpr= 1 pads Allowable Load, Prla= 6000 lbs. Mateline Roof Beams Uniform Roof Load,mbrl=(RLL+RDL)*MW= 526 lb/ft. Effective Mateline Beam Span, Mps=Pfla/mbrl= 11.41 ft. Use: N/A Effective Interior Roof Beam Span= 0 ft., (0)-SF 0 16x16 PADS REQ'D Effective Exterior Roof Beam Span= 0 ft., (0)-SF 0 16x16 PADS REQ'D poor volo P r 3 of 4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 BRIGGS ENGINEERING, Inc. ODULAR MOBILE BUILDING PAD&PIER FOUNDATION DESIGN -FOUNDATION CALCULATIONS-1 OR 2-STORY IBC-2012 LIENT PACIFIC MOBILE DEALER: Jefferson County Criteria 25,50,130C,D,1.322,1500 Public Works-295316 Highway 101, Quilcene,WA Date: 26-Jun-14 PO# E2014175 Location: 98376 Project#: 201404# # 24.2 State(s): WA 98376 E. Lateral Design 1A. Longitudinal Walls(Front&Back, Long Walls)-Soil Anchor Option Unit Wind Load, UWL=(Wht+Rht+Fht/2)*Wp*L= 19483 lbs Governs Unit Seismic Load,USL=W*pst= 6275 lbs Building Transverse Wind Uplift Load, UUL1 = -14753 lbs. Building Weight, BW= 15493 lbs Transverse Foundation Friction Factor= 0.35 Gravity Resistance, GR=((0.9-0.2*Sds)*Building WT+UUL1 )*Friction Factor= -1240 lbs. Wind Uplift Load, UUL1 = -14753 lbs. OTM= Lateral Load*wht/2= 101022 Ft-lbs RM=((0.9-0.2Sds)*Building Wt-UUL1)*W/2 -24495 Ft-lbs Factor of Safety=RM/OTM -0.2 Needs Uplift Anchorage Use: (6)Anchors, Min.,OR Alternate Lateral Resisting System 2A. Lateral Walls(End,Short Walls)-Soil Anchor Option Unit Wind Load, UWL=(Wht+Rht+Fht/2)*Wp= 4233 lbs.per LF Unit Seismic Lateral Load, USLL=L*pst= 6275 lbs.per LF Governs Building Longitudinal Wind Uplift Load, UUL2= -15344 lbs. Longitudinal Foundation Friction Factor= 0.35 Gravity Resistance, GR=((0.9-0.2*Sds)*Building WT+UUL2)*Friction Factor= -1446 lbs. OTM=Max Lateral Load*wht/2= 32537 Ft-lbs RM=((0.9-0.2Sds)*Building Wt-ULL2)*U2 -115703 Ft-lbs Factor of Safety=RM/OTM -3.6 Needs Uplift Anchorage Use: (4)Anchors,Min.OR Alternate Lateral Resisting system 0 0 L rix 4 of 4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 CIJ ' . BRIGGS ENGINEERING-PO BOX 140537, Boise, ID 83714-(208)871-0200 PRE-FABRICATED BUILDING DESIGN-FOUNDATION CALCULATIONS LIBC-2012 CLIENT PACIFIC MOBILE Owner Jefferson County DATE: 26-Jun-14 PO# E2014175 LOCATION: Public Works-295316 Highway 101, Quilcene, WA 98376 PROJECT# 201404# 24.2 I STATE I WA I 98376 Table of Contents PREFABRICATED MODULAR BUILDING PAD FOUNDATION DESIGN LOCATION WIDTH: LENGTH: TYPE: Public Works-295316 Highway 14 56 MOBILE Styl- uilding-Office 101, Quilcene,WA 98376 JEFFERSON COUNTY DCD I -1 LE 0 V IE BUILDING PLAN REVIEW j ' . T ti( APPROVED AS SUBMITTED ! � r: t�iJ COUNTY APPROVED AS NOTED 77 of CO',IfaiN rry DFVFI OPM[NT 0 REJECTED ' `7 Reviewer 1107.1...-41. Date. � / ie,41-1 -L7''''-!1,. /A 131411111 #7— s -.,r. fr REVIEWED FO' ,i ,e ii ,., CODE COMPLI CE r RENEWS:09/227/2015 Lr:i r'' uq.. ,Vie co es and revIlati ens. Co act the Building Depar rent at 79.4450 prior to making dtanges revisions to the approved Plana Q., 8 1 1/4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 Co BRIGGS ENGINEERING, Inc. MODULAR MOBILE BUILDING PAD&PIER FOUNDATION DESIGN -FOUNDATION CALCULATIONS-1 OR 2-STORY IBC-2012 CLIENT PACIFIC MOBILE DEALER: Jefferson County Criteria 25,50,130C,D,1.322,1500 Date: 26-Jun-14 PO# E2014175 Location: Public Works-295316 Highway 101, Quilcene, WA 98376 Project#: 201404# # 24.2 State(s): WA 98376 I. DESIGN CRITERIA: Dead Load: Roof, RDL= 10 psf Ceiling CDL= 2 psf E&M = 1 psf Floor, FDL= 10 psf Wall, WDL= 9 psf Roof Live: Snow Load, RLL= 25 psf Load Duration Factor, Cd = 1.15 % Floor Live: Uniform Floor Load, FLL= 'Office 50 psf IBC Table 1607.1 Concentrated Live Load, p= 2000 lbs. IBC Table 1607.1 Partion, PDL= 15 psf Wind Load: NOTE: 2009 IBC Wind Speed(3-sec Gust)=85 mph,Equivalent 2012 IBC Wind Speed(Ult.)Used for Design Basic Wind Speed, V= 130 mph ASCE 7 Figure 6-1 Building Risk Category, BRC: II ASCE 7 Table 1-1 "a" Edge Pressure Distance= 3.00 ft 1 Roof Slope= 0.25 :12= 4.76 Degrees Edge Wind Pressure,Wep= (A*Wht+B*Rht)/(Wht+F 24.63 psf ASCE 7 Figure 6.2 Interior Wind Pressure,Wip= (C*Wht+D*Rht)/(Wht+F 16.52 psf ASCE 7 Figure 6.2 Average Wind Pressure,Wp= 23.56 psf ASCE 7 Figure 6-2 Exposure Category= IC 'Exposure Factor, A= 1.21 ASCE 7 Section 6.5.6.1 Wind Topographic Factor, Kz= 1.00 ASCE 7 Section 6.5 Lateral Design Wind Pressure, Pw=Wp*A*Iw*Kz= 28.51 psf IBC Section 1605.3.1 I Uplift Pressures: Zone E/F -32.20 -25.25 psf Zone G/H -22.40 -14.2 -18.30 psf Average Uplift Wind Pressure, Tranverse, Wup1 = -19.0 psf Average Uplift Wind Pressure, Longitudinal, Wup2= -19.8 psf Seismic: I 98376 IASCE 7-10 Section 12.14-Simplified Alt. Struc. Design Upper Modue Weight= 0.00 psf Lower Module Weight= 26.75 psf Required Partion Weight= 10.00 psf Total Seismic Design Weight,Wtot= 36.75 psf ASCE 7, Section 3.1 Snow Load% Used in Seismic Design= 0% Soil Site Class D 47.8225 N Mapped Spectral Accelerations, short periods, Ss= 1.3220 IBC Figure 1615 122.8882 W Site Coefficient, Fa= 1.00 ASCE 7, Section 12.14.8.1 94' Max. Spectral Response, SMS= Fa*Ss= 1.32 IBC Equation 16-16 Design Spectral Response, SDS=2/3*SMs= 0.88 IBC Equation 16-18 Seismic Design Category= D ASCE 7,T.11.6-1 Response Modification Coefficient, R= 4.00 ASCE 7,T.12.2-1 Lateral Load Factor, F= (1, Single Story; 1.1, 2-story; 1.2, 3-story) 11ASCE 7, 12.14.8.1 Total Shear, pst=F*SDS*WtotIR= 8.10 psf ASCE 7, EQ. 12.14-11 Dimensions: Module Length, ML= 56 ft. Module Width, MW= 13.83 ft. Width, W= #Units= 1 13.83 ft. 0.5 inch spacing Length, L= #Units= 1 56.00 ft. in Width 1st Floor Wall Ht., Wht1 = 10.37 ft. 2nd Flr.Wall Height, Wht= 0.00 ft. Roof Height, Rht= 1 :12 Slope L 0.58 ft. Floor Height above NG, Fht= I 301inches 2.50 ft Building Ht Coeff, Htc= Rht+Wht+Fht-15 1.00 No. of floor spans per module, nfs= 2 Effective Width of Building Supported, L2a= 83.00 inches 2 of 4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 BRIGGS ENGINEERING, Inc. MQDULAR MOBILE BUILDING PAD&PIER FOUNDATION DESIGN -FOUNDATION CALCULATIONS-1 OR 2-STORY IBC-2012 CLIENT PACIFIC MOBILE DEALER: Jefferson County Criteria 25,50,130C,D,1.322,1500 Date: 26-Jun-14 PO# E2014175 Location: Public Works 295316 Highway 101, Quilcene,WA 98376 Project#: 201404# # 24.2 State(s): WA 98376 II. FOUNDATION DESIGN A. Foundation Components Option A Individual Bearing Pads- Bearing Pads Column Pads Width,wbp= NOTE: (2)2x12-18"LONG W/(1) 16 inches 16 inches 2x12-12" LONG PERPENDICULAR Length, Ibp= MAY BE SUBSTITUTED 16 inches 16 inches Surface Support Depth: Conc,Asph& Base 4 inches Equivalent Bearing Area at Soil, BA= 576 Sq. Inches 576 Sq Inches IBC-T.18.4.2 Allowable Soil Bearing Pressure, Q = 1500 psf. To Be Verified By Others Option B Perimeter Support Width 0 inches Allowable Load, Pbp=(BA)/144*Q= 6000 pounds 6000 pounds Anchors-X-Drives in w/Shovel Plate Ultimate Anchor Capacity,Anchc= 4725 lbs. B1. Exterior Pads(Exterior Rails) Floor and Roof Loads: Exterior Uniform Floor Load, ufll=(RLL+RDL+CDL+EM)*L2a/12+(FLL+FDL+PDL)*L2a/24+ Wht*W DL= 771 lb/ft. Perimeter Support Bearing Pressure, (Skirting) 0 psf-OK! OR Max. Pad Spacing, Mps= Pfla/ufll= 7.79 ft Max. span of Support Beams= 16.00 ft. Use: Perimeter Skirting W/(9) 16-inch x 16-inch pad @ 7.79-ft o.c.,max exterior supports. C1. Interior Pads (Floor Loads Only) Floor Loads: Interior Uniform Floor Load, ifll=(FLL+FDL+PDL)*L2a/12= 415 lb/ft. Max. Pad Spacing, Mps=Pfla/ifll= 12.00 ft. Max. span of Support Beams= 16.00 ft. Use: (6) 16-inch x 16-inch Pads @ 12-ft o.c, max. interior supports. D.Column Pads (Roof Loads Only) Roof Loads: Column Pads Required, Cpr= I 1 pads Allowable Load, Prla= 6000 lbs. Mateline Roof Beams Uniform Roof Load,mbrl=(RLL+RDL)*MW= 526 lb/ft. Effective Mateline Beam Span, Mps=Pfla/mbrl= 11.41 ft. Use: N/A Effective Interior Roof Beam Span= 0 ft., (0)-SF 0 16x16 PADS REQ'D Effective Exterior Roof Beam Span= 0 ft., (0)-SF 0 16x16 PADS REQ'D 3 of 4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 BRIGGS ENGINEERING, Inc. 'MQDU R MOBILE BUILDING PAD&PIER FOUNDATION DESIGN -FOUNDATION CALCULATIONS-1 OR 2-STORY IBC-2012 CLIENT PACIFIC MOBILE DEALER: Jefferson County Criteria 25,50,130C,D,1.322,1500 Date: 26-Jun-14 PO# E2014175 Location: Public Works-295316 Highway 101, Quilcene,WA 98376 Project#: 201404# # 24.2 State(s): WA 98376 E. Lateral Design 1A. Longitudinal Walls(Front&Back, Long Walls)-Soil Anchor Option Unit Wind Load, UWL=(Wht+Rht+Fht/2)*Wp*L= 19483 lbs Governs Unit Seismic Load,USL=W*pst= 6275 lbs Building Transverse Wind Uplift Load, UUL1 = -14753 lbs. Building Weight, BW= 15493 lbs Transverse Foundation Friction Factor= 0.35 Gravity Resistance, GR= ((0.9-0.2*Sds)*Building WT+UUL1 )*Friction Factor= -1240 lbs. Wind Uplift Load, UUL1 = -14753 lbs. OTM= Lateral Load*wht/2= 101022 Ft-lbs RM=((0.9-0.2Sds)*Building Wt-UUL1)*W/2 -24495 Ft-lbs Factor of Safety= RM/OTM -0.2 Needs Uplift Anchorage Use: (6)Anchors, Min.,OR Alternate Lateral Resisting System 2A. Lateral Walls(End,Short Walls)-Soil Anchor Option Unit Wind Load, UWL=(Wht+Rht+FhU2)*Wp= 4233 lbs.per LF Unit Seismic Lateral Load, USLL=L*pst= 6275 lbs.per LF Governs Building Longitudinal Wind Uplift Load, UUL2= -15344 lbs. Longitudinal Foundation Friction Factor= 0.35 Gravity Resistance, GR=((0.9-0.2*Sds)*Building WT+UUL2)*Friction Factor= -1446 lbs. OTM=Max Lateral Load*wht/2= 32537 Ft-lbs RM=((0.9-0.2Sds)*Building Wt-ULL2)*U2 -115703 Ft-lbs Factor of Safety= RM/OTM -3.6 Needs Uplift Anchorage Use: (4)Anchors, Min.OR Alternate Lateral Resisting system 4 of 4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 a , , LrA7 } '1./i° 11Ci} , A �.rx�'t� , -RJIL4/ r y 1. E+ 6._i�., ,. , , , . , , , , ,.., ,_ , ,,,,,, 4 ,,„ „,, :: ; : L5 ; '*44 4.0 ti,f-04ft„-r 4,,P1,-coto 0,... Ag4C1friC; .H,44-4.1-e.:4, P , .<4,7, ! 4,0 i‘",Cl. ' ' 1 1t4l„ , , . N /; ". .t34 Pe. 4; ' ' , .', t . „ ',....,' ',,e,,.,e,4...,,,,,,A4,,,m),,,c,' , ' .._,.— 1 1 ,..i 2, ' l'. 1. : " ' . .��.t.wcaf,,te,,.-s: !.mss',° a, ,, if.+�.�4TAe -1---... c. ,...F:._w_.,...... ' --1- .,,,.,_. ..-:-_-._..--e- _,y p, ,,....,. a .. ' ‘ 0 ' ( ,? 7%44 Lin 7j-2 0�, 't t , i c't- 404 A.4-. 770 ce 4 t- ' `-. ' ' 5 'w,»). r A 4 ( . 14$s /I I _ � „�a, j � ..1 , ._U. r - , �� ; , ' ._.. 1 iY6F w f 7 , c f fil I ! ^u C 6, •, LrW -+ rq, , i *a SIpNP�- R 1 0 I t. 2 . �;.` !t ot'4 1 7,- i r .A' p , _ ... F " 1_ .a .r T � { . JUL -2014 • i. , 1 'T RSCN COURTY: ....��, 4�_ �F CO MUNITY DEVELOPMENT ; BRIGGS ENGINEERING-PO BOX 140537, Boise, ID 83714-(208)871-0200 98376 BC - PRE-FABRICATED BUILDING DESIGN-FOUNDATION CALCULATIONS I -2072 4 CLIENT PACIFIC MOBILE Owner Jefferson County DATE: 26-Jun-14 PO# E2014175 LOCATION: Public Works-295316 Highway 101,Quilcene, WA PROJECT# 201404# 24.2 I STATE I WA I 98376 Table of Contents PREFABRICATED MODULAR BUILDING PAD FOUNDATION DESIGN LOCATION WIDTH: LENGTH: TYPE: Public Works-295316 Highway 14 56 MOBILE Style Building-Office ff i 101,Quilcene,WA 98376 Y g-Oce A rli, -di "itific.iri- fr i 1 4,"/ A/ ,i • + VIP RENEWS:09127/2015 1 As,et pita 1/4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 BRIGGS ENGINEERING, Inc. MODULAR MOBILE BUILDING PAD&PIER FOUNDATION DESIGN-FOUNDATION CALCULATIONS-1 OR 2-STORY IBC-2012 CLIENT PACIFIC MOBILE DEALER: Jefferson County Criteria 25,50,130C,D,1.322,1500 Date: 26-Jun-14 PO# E2014175 Location: Public Works-295316 Highway 101,Quilcene,WA 98376 Project#: 201404# # 24.2 State(s): WA 98376 I.DESIGN CRITERIA: Dead Load: Roof, RDL= 10 psf Ceiling CDL= 2 psf E&M= 1 psf Floor, FDL= 10 psf Wall,WDL= 9 psf Roof Live: Snow Load, RLL= 25 psf Load Duration Factor, Cd= 1.15 % Floor Live: Uniform Floor Load, FLL= (Office 50 psf IBC Table 1607.1 Concentrated Live Load, p= 2000 lbs. IBC Table 1607.1 Partion, PDL= 15 psf Wind Load: NOTE:2009 IBC Wind Speed(3-sec Gust)=85 mph Equivalent 2012 IBC Wind Speed(Ult.)Used for Desiqn Basic Wind Speed,V= 130 mph ASCE 7 Figure 6-1 Building Risk Category, BRC: II ASCE 7 Table 1-1 "a"Edge Pressure Distance= 3.00 ft 1 Roof Slope= 0.25 :12= 4.76 Degrees Edge Wind Pressure,Wep= (A*Wht+B*Rht)/(Wht+F 24.63 psf ASCE 7 Figure 6.2 Interior Wind Pressure,Wip= (C*Wht+D*Rht)/(Wht+F 16.52 psf ASCE 7 Figure 6.2 Average Wind Pressure,Wp= 23.56 psf ASCE 7 Figure 6-2 Exposure Category= C Exposure Factor,A= 1.21 ASCE 7 Section 6.5.6.1 Wind Topographic Factor, Kz= I 1.001 ASCE 7 Section 6.5 Lateral Design Wind Pressure, Pw=Wp*A*lw*Kz= 28.51 psf IBC Section 1605.3.1 I Uplift Pressures: Zone E/F -32.20 -18.3 -25.25 psf Zone G/H -22.40 -14.2 -18.30 psf Average Uplift Wind Pressure, Tranverse, Wup1 = -19.0 psf Average Uplift Wind Pressure, Longitudinal, Wup2= -19.8 psf Seismic: 1 98376 IASCE 7-10 Section 12.14-Simplified Alt.Struc. Design Upper Modue Weight= 0.00 psf Lower Module Weight= 26.75 psf Required Partion Weight= 10.00 psf Total Seismic Design Weight,Wtot= 36.75 psf ASCE 7, Section 3.1 Snow Load%Used in Seismic Design= 0% Soil Site Class D 47.8225 N Mapped Spectral Accelerations,short periods, Ss= 1.3220 IBC Figure 1615 122.8882 W Site Coefficient, Fa= 1.00 ASCE 7, Section 12.14.8.1 94' Max. Spectral Response,SMS= Fa*Ss= 1.32 IBC Equation 16-16 Design Spectral Response,SAS=2/3*SMs= 0.88 IBC Equation 16-18 Seismic Design Category= D ASCE 7,T.11.6-1 Response Modification Coefficient, R= 4.00 ASCE 7,T.12.2-1 Lateral Load Factor, F=(1, Single Story; 1.1, 2-story; 1.2,3-story) 1 1ASCE 7, 12.14.8.1 Total Shear,pst=F*SDS*Wtot/R= 8.10 psf ASCE 7, EQ. 12.14-11 Dimensions: Module Length, ML= 56 ft. Module Width, MW = 13.83 ft. Width,W = #Units= 1 13.83 ft. 0.5 inch spacing Length, L= #Units= 1 56.00 ft. in Width 1st Floor Wall Ht.,Wht1 = 10.37 ft. 2nd Flr.Wall Height,Wht= 0.00 ft. Roof Height, Rht= 1 :12 Slope L 0.58 ft. Floor Height above NG, Fht= I 30linches 2.50 ft Building Ht Coeff, Htc=Rht+Wht+Fht-15 1.00 No.of floor spans per module, nfs= 2 Effective Width of Building Supported, L2a= 83.00 inches 2 of 4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 BRIGGS ENGINEERING, Inc. MODULAR MOBILE BUILDING PAD&PIER FOUNDATION DESIGN-FOUNDATION CALCULATIONS-1 OR 2-STORY IBC-2012 CLIENT PACIFIC MOBILE DEALER: Jefferson County Criteria 25,50,130C,D,1.322,1500 Date: 26-Jun-14 PO# E2014175 Location: Public Works-295316 Highway 101,Quilcene,WA 98376 Project#: 201404# # 24.2 State(s): WA 98376 II. FOUNDATION DESIGN A. Foundation Components Option A Individual Bearing Pads-Bearing Pads Column Pads Width,wbp= NOTE:(2)2x12-18"LONG W/(1) 16 inches 16 inches 2x12-12"LONG PERPENDICULAR Length,Ibp= MAY BE SUBSTITUTED 16 inches 16 inches Surface Support Depth: Conc,Asph&Base 4 inches Equivalent Bearing Area at Soil, BA= 576 Sq. Inches 576 Sq Inches IBC-T.18.4.2 Allowable Soil Bearing Pressure,Q= 1500 psf. To Be Verified By Others Option B Perimeter Support Width 0 inches Allowable Load, Pbp=(BA)/144*Q= 6000 pounds 6000 pounds Anchors-X-Drives in w/Shovel Plate Ultimate Anchor Capacity,Anchc= 4725 lbs. B1. Exterior Pads(Exterior Rails) Floor and Roof Loads: Exterior Uniform Floor Load, ufll=(RLL+RDL+CDL+EM)*L2a/12+(FLL+FDL+PDL)*L2a/24+ Wht*WDL= 771 lb/ft. Perimeter Support Bearing Pressure,(Skirting) 0 psf-OK! OR Max. Pad Spacing, Mps=Pfla/ufll= 7.79 ft. Max. span of Support Beams= 16.00 ft. Use: Perimeter Skirting W/(9) 16-inch x 16-inch pad @ 7.79-ft o.c., max exterior supports. C1. Interior Pads(Floor Loads Only) Floor Loads: Interior Uniform Floor Load, ifll=(FLL+FDL+PDL)*L2a/12= 415 lb/ft. Max. Pad Spacing, Mps=Pfla/ifll= 12.00 ft. Max.span of Support Beams= 16.00 ft. Use: (6)16-inch x 16-inch Pads @ 12-ft o.c, max. interior supports. D. Column Pads(Roof Loads Only) Roof Loads: Column Pads Required, Cpr= 1 pads Allowable Load, PrIa= 6000 lbs. Mateline Roof Beams Uniform Roof Load,mbrl=(RLL+RDL)*MW = 526 lb/ft. Effective Mateline Beam Span, Mps= Pfla/mbrl= 11.41 ft. Use: N/A Effective Interior Roof Beam Span= 0 ft.,(0)-SF 0 16x16 PADS REQ'D Effective Exterior Roof Beam Span= 0 ft.,(0)-SF 0 16x16 PADS REQ'D 3 of 4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 BRIGGS ENGINEERING, Inc.1 MODULAR MOBILE BUILDING PAD&PIER FOUNDATION DESIGN-FOUNDATION CALCULATIONS-1 OR 2-STORY IBC-2012 CLIENT PACIFIC MOBILE DEALER: Jefferson County Criteria 25,50,130C,D,1.322,1500 Public Works-295316 Highway 101, Quilcene,WA Date: 26-Jun-14 PO# E2014175 Location: 98376 Project#: 201404# # 24.2 State(s): WA 98376 E. Lateral Design 1A. Longitudinal Walls(Front&Back, Long Walls)-Soil Anchor Option Unit Wind Load, UWL=(Wht+Rht+Fht/2)*Wp*L= 19483 lbs Governs Unit Seismic Load,USL=W*pst= 6275 lbs Building Transverse Wind Uplift Load, UUL1 = -14753 lbs. Building Weight, BW= 15493 lbs Transverse Foundation Friction Factor= 0.35 Gravity Resistance,GR=((0.9-0.2*Sds)*Building WT+UUL1 )*Friction Factor= -1240 lbs. Wind Uplift Load, UUL1 = -14753 lbs. OTM=Lateral Load*wht/2= 101022 Ft-lbs RM=((0.9-0.2Sds)*Building Wt-UUL1)*W12 -24495 Ft-lbs Factor of Safety=RM/OTM -0.2 Needs Uplift Anchorage Use: (6)Anchors, Min.,OR Alternate Lateral Resisting System 2A. Lateral Walls(End, Short Walls)-Soil Anchor Option Unit Wind Load, UWL=(Wht+Rht+Fht/2)*Wp= 4233 lbs.per LF Unit Seismic Lateral Load, USLL=L*pst= 6275 lbs.per LF Governs Building Longitudinal Wind Uplift Load, UUL2= -15344 lbs. Longitudinal Foundation Friction Factor= 0.35 Gravity Resistance,GR=((0.9-0.2*Sds)*Building WT+UUL2)*Friction Factor= -1446 lbs. OTM= Max Lateral Load*wht/2= 32537 Ft-lbs RM=((0.9-0.2Sds)*Building Wt-ULL2)*L/2 -115703 Ft-lbs Factor of Safety= RM/OTM -3.6 Needs Uplift Anchorage Use: (4)Anchors,Min.OR Alternate Lateral Resisting system 4 of 4 201401.24.1-FDN MOB BLDG-BLOCKING PRINTED-6/26/2014 the Building Departmtit v0iltaCt r!Or tog in 7tirig cl angel at 379- 50 p roved plans or revisions to the app �� A NUAL It) PROJECT 1�' 111 III QUILCENE REPLACEMENT SHOP PROJECT Project No. 180 543 1868 C- Or 0 k, ;• I ,..1.. Address: --- :cr.; €.� rk,.k. Site � Ex�, kr.��. Codes r �, t ....r 295316 US 101 v Quilcene,WA 98376 E c D E. JEFFERSON COUNTY DCD pp� 1 6 2013 JEF DING PLAN REVIEW II B L. Jefferson County Department of Public Works JEFFERSON COUNTY 11 APPROVED AS SUBMITTED 623 Sheridan St. pFpT,OF COMMUNIIV DEVFIOPMENf Port Townsend,WA. 98368 0 APPROVED AS NOTED 360-385-9160 0 REJECTED Date: October 11,20 ) Oate Reviewer PERMIT SE T II glillie Id Woad Rd. ; +.� ,d v t1 �� s 3S (I mete / r Rd.l' j1 °.. 7ii S .3336°. 5. ,,.., I QUILCENE ;Is a." ‘ e qi, A iijill'Hulik‘ .1 4:. s tiC4 i g 1 II-Irri.n V Al „.„,.,..r,„, , .,,,,,.1„.„,y..--,,,,,,. r....,..j „.:_ ,.. czaz 1 i 1,,, ,z:io 2 1 rx1 \\:\ ,....„ 4,4 - �: tche Rd. , .. re /f f ash Na �Y 302(30 . ow ,...) 2f _, _- ., pe 1 I I pIZOJECT SUMMARY: site in This the installation Quilcene, wq The new project is for ofa modular buildings oje the construction I surfacing and storm-water office include one of a road maintenance epost The n 'water dis unit, to be provided by metal clad engineered shop facility at the County onsite will remain system, Site work includes structure. In addition, main in operation ' water,phone Fading,gravel COACT: Contact the without interruption electrical services. Gordon D. R Owner's Re ption durin Ices. 111 Townsend : Coma,t the Oec Presentative g this construction Washington 9 rural Projects Planner, this project 8368 Telephone: Jelle J with questions: LOCATION: phone:(360)385-9160; ounty public southwest See vicinity ma E-mail: Works, 623 est oft 1p'ainstrom Sheridan St.,p Port drive is shared a Quilcene Village the cover page. The @co Jefferson, o with the Jefferson Center on US 101. The Quilcene Replacement wa.us fferson Coun i5 USSho SCOPE SUMMARY ty Solid Waste drop is 295316 Shop Site is located ' 1 S FOR THIS CONTRACT: P box location and a County Highway 101. The access T. See plans ands g avel pit area. anfill,EVELOPh'IENT: Includes s' specifications for mounted and ELOPd site se additional inform gravel surfacing septic electrical anon. 2. o and com�ED building mounted acing luminaires.and of storm phone r water utilities. Also Pete the construction SHEDS: Site lighting to include grading,cut engineered documentation traction of Provide materials, labor, ucti to the new Equipment S post �� Coinrnunity,peVelo suit the Pe Shed. The successful en Building Pe Development(JC DCD Permit require Contractor gpring' as needed 3. Permit. ) This is requirements of the Jefferson all sub MODULAR Deve a condition of both the Conn County Department CB. Install the Contract for partment of shown D on plans. Also, steps, office facility, Provide an engineered PS, accessible ramp, Provided by traction and the unit will be rs,foundation P, and closure to y the Owner Provided as a rental, design grade and ,as specified and 4. tal, and the monthly to the Owner and JC d structural concrete and slab on 1 nd installation be shown on the approval. 5. er Plans. Bid Form. The modular to reduce COORDINATION WITH HO reduce any on the activities Y potential conflicts. H SHOP a ohe County The Contractor icts, ty fuels actor is to ystem, JCP coordinate with the W will coordinate with Owner I Contractor to I I !I! I I I -Quilcene Replacement Shop Project Project Number: 180 543 1868 Division 0 ilb SPECIFIC CONDITIONS Project Manual TABLE OF CONTENTS 1I COVER SHEET I PROJECT SUMMARY PAGE DIVISION 0—SPECIFIC CONDITION ITABLE OF CONTENTS 1-2 INVITATION TO BID 3 INSTRUCTIONS TO BIDDERS 4-10 I BID FORM AND BID GUARANTEE 11-15 PROPOSAL BOND 16 CERTIFICATION REGARDING DEBARMENT,SUSPENSION,INELIGIBILITY,AND I VOLUNTARY EXCLUSION 17 CONTRACT FORM 18-22 CONTRACT BOND FORM 23 I MANAGEMENT OF STATUTORY RETAINED PERCENTAGE 24 PREVAILING WAGE RATES 25 SAMPLE CLOSEOUT FORMS 26 DIVISION 0-GENERAL AND SUPPLEMENTAL CONDITIONS 27-36 SPECIFICATIONS i) PROJECT SCOPE OF WORK AND CRITERIA 37-38 IPOST FRAMED SPECIFICATIONS 39-66 MODULAR OFFICE UNIT 67 IELECTRICAL SPECIFICATIONS 68-82 016010 Electrical General Provisions 016120 Wire And Cable I016500 Luminaires and Accessories ATTACHED: ISEPTIC SYSTEM PLAN,by Ericsen Design DRAWINGS: (11x17") I ` COVER SHEET AO LEGEND AND NOTES A0.2 ISITE TOPOGRAPHICAL SURVEY(included for reference) SO.1 RECORD OF SURVEY S0.2 Iti I 1 Quilcene Replacement Shop Project I Project Number: 180 543 1868 Division 0 SPECIFIC CONDITIONS I KEY FLAN Si SITE PLAN S2 I , STORMWATER SITE PLAN S3 GRADING PLAN S4 UTILITIES SITE PLAN S5 EQUIPMENT SHED FLOOR PLANS All MODULAR FLOOR PLAN A1.2 EQUIPMENT SHED ROOF PLANS A2 EQUIPMENT SHED ELEVATIONS A3.1 EQUIPMENT SHED SECTION A4.1 EQUIPMENT SHED SECTION A4.2 EQUIPMENT SHED DETAILS A5.1 SITE DETAILS A5.2 MODULAR SECTION A5.3 EQUIPMENT SHED-ELECTRICAL PLAN El MODULAR OFFICE—ELECTRICAL PLAN E2• 0 I ( 2 i I Quilcene Replacement Shop Project Project Number: 180 543 1868 Division 0 lb. SPECIFIC CONDITIONS SECTION 000020 INVITATION TO BID IINVITATION TO BID Notice is hereby given that the Board of Coun Commissioners of Jefferson County, State of Washington,will receive sealed bids up until 10:00 A.M.on Monday ',, : � : at the Office of the County Commissioners,basement I level of the Jefferson County Courthouse, 1820 Jefferson Street,Port Townsend,Washington,98368. Bids may be mailed to the office of the Board of County Commissioners,P.O. Box 1220,Port Townsend,WA,but must be received b the ereviousl stated date and time Sealed bids will be opened and read publicly at or about 11:00 A.M.on Monda ' �� j ,at the Jefferson County Commissioners Chambers,basement level of the Jefferson County Courthouse,for the Quilcene Replacement Shop Project. I This project is for the construction of a road maintenance shop facility at the County site in Quilcene,WA. The new buildings include one metal clad engineered post framed structure. In addition,the installation of one modular office unit,to be provided by the Count. Site work includes grading,gravel surfacing and storm-water I dispersion. Utilities include septic system,water,phone,and electrical services. The existing County fueling system onsite will remain in operation without interruption during this construction project. The Architect's estimate for this project isA including WSST. Bids must be submitted in writing on the forms Iprovided,and sealed. ii) Bids shall be submitted in accordance with the plans and specifications on file at the office of the Director of Public Works,623 Sheridan St.,Port Townsend,Washington,98368(360-385-9160)where copies may be obtained at no cost. Each bid shall be accompanied by a surety bond, postal money order, cash, cashier's check or certified check payable to • the Treasurer of Jefferson County in the sum of 5% of the bid amount, to be forfeited to Jefferson County by the successful bidder if he fails to enter into a contract and file an acceptable surety bond in the amount of 100% of the contract price within ten(10)days of the award. The board of County Commissioners reserves the right to reject any and I all bids, and to accept the bid deemed most advantageous to Jefferson County and to waive all informalities in the bidding. IDated this day of , 2013. BOARD OF JEFFERSON COUNTY COMMISSIONERS r I- i - John Austin,Chair END OF SECTION 000020 I 3 • I ' Quilcene Replacement Shop Project Project Number: 180 543 1868 Division 0 SPECIFIC CONDITIONS SECTION 000100 INSTRUCTIONS TO BIDDERS 1 Y 1. SUMMARY 1.01 DOCUMENT INCLUDES 2. Invitation 2.01 Bid Submission 1 2.02 EEO 2.03 Work Identified in the Contract Documents 2.04 Contract Time and Liquidated Damages I3. Bid Documents and Contract Documents 3.01 Definitions ' 3.02 Contract Documents Identification 3.03 Availability 3.04 Examination ' 3.05 Queries/Addenda 3.06 Product/System Substitutions 4. Site Assessment 1 4.01 Site Examination 4.02 Pre-bid Conference ID5. Qualifications 5.01 Evidence of Qualifications 5.02 Prequalification 1 5.03 Subcontractors/Suppliers/Others 6. Bid Submission ' 6.01 Bid Depository 6.02 Bid Ineligibility 6.03 Submission Procedure 7. Bid Enclosures/Requirements 7.01 Bid Guarantee 7.02 Consent of Surety or Agreement to Bond 7.03 Performance Assurance 7.04 Insurance f 7.05 Bid Form Requirements 7.06 Fees for Changes in the Work 7.07 Bid Form Signature 7.08 Additional Bid Information 1 7.09 Prevailing wage requirements 7.10 Retainage 8. Offer Acceptance/Rejection 8.01 Duration of Offer } 8.02 Acceptance of Offer 1 4 1 Quilcene Replacement Shop Project I Project Number: 180 543 1868 Division 0 O S`SECTION 000100 SPECIFIC CONDITION INSTRUCTIONS TO BIDDERS 1.02 RELATED DOCUMENTS ~ I A. Document 000020-Invitation to Bid. B. Document 000310-Bid Form I C. Document 000410-Bid Guarantee and Proposal Bond D. Document 000420-Debarment Certificate I E. Document 000500-Contract form F. Document 000600-Contract Bond Form G. Document 000650-Management of Statutory Retainage I H. Document 000660-Sample close out forms. I. Document 000670-Prevailing Wage Rates I J.. Document 000700-General&Supplementary Conditions 2. INVITATION I 2.01 BID SUBMISSION A. As noted in Document 000020:Call for Bids 0 2.02 EQUAL EMPLOYMENT OPPORTUNITY(General Application) I A. Jefferson County encourages participation in all of its contracts by MWBE firms certified by the Office of Minority and Women's Business Enterprises(OMWBE).Participation may be either on a direct basis in response to this invitation or as a subcontractor to a bidder. However,unless required by federal statutes,regulations,grants,or contract terms referenced in the contract documents,no preference will be included in the evaluation of bids,no minimum level of MWBE participation shall be required as a condition for receiving an award,and bids will not be rejected or considered non-responsive on that basis. Any affirmative action requirements set forth in federal regulations or statutes included or referenced in the contract documents will apply. 2.03 WORK IDENTIFIED IN THE CONTRACT DOCUMENTS A. As noted in Document 000020:Call for Bids I 2.04 CONTRACT TIME A. Contract period is to be workin g days from the Notice to Proceed. The Notice to Proceed is to be given within one week of execution of this contract. B. The Owner requires that the Work of this contract be completed as quickly as possible within the requirements identified- I in the bid form and identified in Division One of the Project Manual. 3. BID DOCUMENTS AND CONTRACT DOCUMENTS I 3.01 DEFINITIONS C- , A. Bid Documents:Contract Documents supplemented with Invitation to Bid,Instructions to Bidders,Bid Form I B. Contract Documents:Defined in AIA A201-2007 Article 1 including issued Addenda. 5 1 I I Quilcene Replacement Shop Project Project Number: 180 543 1868 Division 0 IlbSPECIFIC CONDITIONS SECTION 000100 INSTRUCTIONS TO BIDDERS ' C. Bid,Offer,or Bidding:Act of submitting an offer. D. Bid Price:Monetary sum identified by the Bidder in the Bid Form. IE. The Owners are the representatives of the Engineering Division of the Jefferson County Department of Public Works. 1 3.02 CONTRACT DOCUMENTS IDENTIFICATION A. The Contract Documents are identified as Owner Project Number 180 543 1868 as prepared by the Jefferson County Department of Public Works. 1 3.03 AVAILABILITY I A. Bids shall be submitted in accordance with the plans and specifications on file at the office of the Director of Public Works,623 Sheridan St.,Port Townsend,WA.98368,Tel:(360)385-9160. Also available electronically in.pdf format. 3.04 EXAMINATION IA. Bid Documents will be supplied,at no cost,to all qualified Bidders at the Jefferson County Department of Public Works, 623 Sheridan St.,Port Townsend,WA.98368,Tel:(360)385-9160. 1 B. Upon receipt of Bid Documents verify that documents are complete. Notify Owner should the documents be incomplete. C. Immediately notify the Owner upon finding discrepancies or omissions in the Bid Documents. 3.05 QUERIES/ADDENDA I A. Direct questions to Jefferson County Public Works,ATTN:Gordon D.Ramstrom,Architectural Projects Planner,623 Sheridan St.,Port Townsend,WA.98368,Tel: (360)385-9160 B. Addenda may be issued during the Bidding period. All Addenda become part of the Contract Documents. Include Iresultant costs in the Bid Price. C. Verbal answers are not binding on any party. ID. Clarifications requested by Bidders must be in writing,and received within four(4)working days prior to the Bid due date. The reply will be in the form of an Addendum,a copy of which will be forwarded(via e-mail or fax)to all Contractors on the Bidder's list no later than two(2)days prior to the bid opening date. i3.06 PRODUCT/SYSTEM SUBSTITUTIONS IA.- Where the Bid Documents stipulate a particular Product,substitutions will be considered by the Owner up to five(5) work days before receipt of bids. B. The submission shall provide sufficient information to determine acceptability of such products. C. When a request to substitute a Product is made,the Owner may review and approve the substitution and issue an Addendum to known Bidders. !— I 6 I Quilcene Replacement Shop Project 1 Project Number: 180 543 1868 Division 0 (� SECTION 000100 SPECIFIC CONDITIONS' I l INSTRUCTIONS TO BIDDERS D. In submission of substitutions to products specified,Bidders shall include in their Bid,any changes required in the Work and changes to Contract Time and Contract Sum/Price to accommodate such substitutions. A later claim by the Bidder for an addition to the Contract Time or Contract Sum/Price because of changes in Work necessitated by use of substitutions shall not be considered. 4. SITE ASSESSMENT 4.01 SITE EXAMINATION A. By the act of submitting a bid,a Contractor shall be deemed to have examined the site and familiarized himself with the conditions affecting the work. No additional allowance shall be granted because of lack of knowledge of such conditions. 4.02 PRE BID CONFERENCE A. The Quilcene Site will be open for examination during a walk-thru scheduled for .,, ;t �� a �� 3 °� I i ' Representatives of the Owner will be in attendance at this time All Bidders are strongly encouraged to attend this scheduled(non-mandatory)Pre Bid Conference. This is the only scheduled walk-thru of the project site. B. In addition,the successful Contractor will participate in an Pre-construction meetin g onsite,prior to the start of work,to be held no later than(10)ten days after the Notice to Proceed. Following the Pre-con weekly Progress Meeting to be held onsite. These meeting are intended to monitor progress and resolve any construction issues. The Owner's rep will I take and issue meeting notes. (I) 5. QUALIFICATIONS 5.01 EVIDENCE OF QUALIFICATIONS: A. To demonstrate qualification for performing the Work of this Contract,Bidders may be requested to submit written evidence of financial position,previous experience,current commitments,and license to perform work in the State of Washington. B. As a condition of award of contract,the apparent low Bidder,and any other Bidder so requested,within five working days I after the date of Bid opening,shall submit in writing to the Owner,using forms to be provided by the Owner,a list of names,project position,and evidence of qualifications,including references regarding similar projects,of persons or entities who will be designated as key management or subcontractor personnel for portions of the work listed as follows I below. Failure to conform with this requirement,within the allotted time,shall constitute abandonment of the Bid,and the Owner shall have the authority to award the contract to the next lower bidder. 5.02 PREQUALIFICATION - A. Jefferson County does not require pre-qualifications of prospective bidders prior to furnishing the Project Documents. However,Jefferson County will determine a bidder's qualifications after bids are submitted.This determination shall be I based in part upon financial ability to complete the project and prior contract performance. 5,03 SUBCONTRACTORS/SUPPLIERS/OTHERS A. The Owner reserves the right to reject a proposed Subcontractor for reasonable cause. B. Refer to AIA Article 5 of General Conditions AIA A201 -2007. ( 7 1 1 ' Quilcene Replacement Shop Project Project Number: 180 543 1868 Division 0 115, SPECIFIC CONDITIONS SECTION 000100 INSTRUCTIONS TO BIDDERS 6. BID SUBMISSION 6.01 BID DEPOSITORY A. As noted in Document 000020:Invitation to Bid. I6.02 SUBMISSION PROCEDURE A. Bidders shall be solely responsible for the delivery of their Bids in the manner and time prescribed. B. Submit one copy of the executed offer on the Bid Forms provided,signed and sealed with the required security and bid bond. C. Improperly completed information or irregularities in bid bond,may be cause to declare the Bid non-responsive by Jefferson County. ' D. A summary of submitted Bids will be made available to all Bidders within two hours following Bid opening. 6.03 BID INELIGIBILITY A. Bids that are unsigned,improperly signed or sealed,incomplete,conditional,illegible,obscure,contain arithmetical errors,erasures,alterations,or irregularities of any kind,may,at the discretion of the Owner,be declared nonresponsive. B. Bid Forms,Appendices,and enclosures which are improperly prepared may,at the discretion of the Owner,be declared nonresponsive. C. Failure to provide security deposit,bonding or insurance requirements may at the discretion of the Owner,invalidate the 1 Bid. 7. BID ENCLOSURES/REQUIREMENTS 7.01 BID GUARANTEE A. Bids shall be accompanied by a security deposit(Bid Guarantee)as follows: 1. As noted in Document 000020:Invitation to Bid. B. If the Bidder elects to provide a Proposal Bond(see Section 000410)to satisfy the requirement for a Bid Guarantee(see Section 000410), endorse Jefferson County as the oblige,signed and sealed by the Contractor as principal and the Surety. C. The Bid Guarantee will be returned after delivery to the Owner of the required Contract Bond(see Section 000600)by the accepted Bidder. D. Include the cost of Bid Guarantee in the bid price. E. After a bid has been accepted,all Bid Guarantees will be returned to the unsuccessful Bidders within ten days after execution of the contract. F. If no contract is awarded,all Bid Guarantees will be returned II 8 1 Quilcene Replacement Shop Project t Project Number: 180 543 1868 Division 0 I oSPECIFIC CONDITIONS SECTION 000100 INSTRUCTIONS TO BIDDERS r 7.02 CONSENT OF SURETY t A. Provide an executed "Undertaking of Insurance"on a standard form provided by the insurance company stating their intention to provide insurance to the Bidder in accordance with the insurance requirements of the Contract Documents. 7.03 PERFORMANCE ASSURANCE I A. Accepted Bidder:Provide a Performance bond as described in Document 000600,Contract Bond. B. Include the cost of performance and assurance bonds in the Bid Price and identify the cost when requested by the Owner. 7.04 INSURANCE A. Provide an executed"Undertaking of Insurance"on a standard form provided by the insurance company stating their I intention to provide insurance to the Bidder in accordance with the insurance requirements of the Contract Documents. 7.05 BID FORM REQUIREMENTS I A. Complete all requested information in the Bid Form and Appendices. 7.06 FEES FOR CHANGES IN THE WORK(See Section 007000 Article 7) 0 A. Fees for change order work shall be charged at a rate of no more than 15%total for the Contractor performing the work including subcontractor and contractor profit and overhead for Changes in the Work,whether additions to or deductions from the Work on which the Bid Price is based. B. Fees for change order work shall be charged at as rate of no more than 8%total for the General Contractor and/or I intermediate Sub-contractor on fees of Sub-Contractor that actually performed the work. The 8%fee shall include intermediate Sub-Contractor and General Contractor profit and overhead for Changes in the Work,whether additions to or deductions from the Work in which the Bid Price is based. I 7.07 BID FORM SIGNATURE A. The Bid Form shall be signed by the Bidder,as follows: I 1. Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will also sign. Insert the words "Sole Proprietor"under the signature. I 2. Partnership: Signature of all partners in the presence of a witness who will also sign. Insert the word"Partner"undef each signature. 3. Corporation: Signature of a duly authorized signing officer(s)in their normal signatures. Insert the officer's capacity I in which the signing officer acts,under each signature. Affix the corporate seal. If the Bid is signed by officials other than the President and Secretary of the company,or the President/Secretary/Treasurer of the company,a copy of the by-law resolution of the Board of Directors authorizing them to do so,must also be submitted with the Bid Form in the Bid envelope. 4. Joint Venture:Each party of the joint venture shall execute the Bid Form under their respective seals in a manner I C appropriate to such party as described above,similar to the requirements of a Partnership. 9 I I ' Quilcene Replacement Shop Project Project Number: 180 543 1868 Division 0 { SPECIFIC CONDITIONS SECTION 000100 INSTRUCTIONS TO BIDDERS I7.08 ADDITIONAL BID INFORMATION A. The apparent low bidder(s)shall be to submit the following Appendices to be received by the owner in the time stated Iafter Bid submission: 1. Appendix A—Subcontractors and major suppliers:48 hours. r2. Appendix E—Supplemental Bid Breakdown,due with bid B. Appendix A-Subcontractors: Include the names of all Subcontractors,and their Washington State Contractor's Iregistration number for the portions of the Work they will perform.Include all names of major suppliers. C. Appendix E-Cost Breakdown identifies the Bid Price/Sum segmented into portions using the standard CSI Master ' Format sections. 7.09 PREVAILING WAGE REQUIREMENTS A. Contractor must conform to all state prevailing wage requirements and must obtain all information related to paying prevailing wages including INTENT TO PAY PREVAILING WAGES and AFFIDAVIT OF WAGES PAID forms. Contractor/Sub-contractor must pay all fees incurred in filing these forms. A listing of prevailing wages is included for ' reference in document 000670. 7.10 RETAINAGE A. The Jefferson County Department of Public Works standard rate of retainage for this project is set at the rate of five percent(5%). Contractor will select a retainage option on document 006500-Management of Statutory Retainage. 7.11 BUILDING PERMIT ' A. The contractor will be responsible for obtaining all permits needed to complete the project,other than as follows: The Owner will apply for,and pay the permit fees for the Building Permit. The Contractor shall submit(two copies each)of ' engineered plans(signed by a Qualified and Registered Washington State Professional Engineer)for the Post Framed Equipment Shed to the Jefferson County Department of Community Development and Jefferson County Public Works Department for their review. Following the review and approval of the Engineered plans,the permit(s)will be available for pick-up when the Contractor has provided proof of Washington State License. 8. OFFER ACCEPTANCE/REJECTION 8.01 DURATION OF OFFER A. Bids shall remain open to acceptance for a period of rq.i ` �`calendar days after the Bid closing date. 8.02 ACCEPTANCE OF OFFER A. The Owner reserves the right to accept or reject any or all offers and to waive informalities. B. The apparent low bidder,for purpose of award,shall be the responsive bidder offering the low aggregate amount for the base bid plus and meeting all other bid submittal requirements. C. After acceptance,the Jefferson County will issue to the successful Bidder,a NOTICE OF CONTRACT AWARD. • P h' END OF SECTION 000100 1 10 1 Quilcene Replacement Shop Project I Project Number: 180 543 1868 DIVISION 0 - 0 SPECIFIC CONDITIONS II SECTION 000310 Page 1 BID FORM , BIDDER Proposal of I A-'‘\ ., xS�lSy �'..h , .ta.4^ryy 1 a% (name, address,telephone number of bidder) '''' tike I SCOPE: kk This project is for the construction of a road maintenance shop facili at the County site in Quilcene,WA. The new buildings include one metal clad engineered post framed stru c re. In addition,the installation of I one modular office unit,to be provided by the County. Site'y i tk inclu ; «,.-= ng,gravel surfacing and storm-water dispersion. Utilities include septic system,wa phone,and electrical services. The existing County fueling system onsite will remain in operation w. o erruption during this construction project. `x �4s 4 0 ,,,„\\. .•' : * BID SUBMITTED TO: °� To Jefferson County Board of Comn 'gone . I P.O. Box 1220 , � Jefferson County Courthouse .hs��L ,,,, ''� 1820 Jefferson Street N Port Townsend,WA • :`').8 Y,F I The Undersigned,ha 0 ed a to of the proposed work,Drawings, Specifications,and related I documents, being ili r wt e,.;.11 ofhe conditions relating to the construction of the proposed project, including the availability of �'�.-r�' se v=s, and equipment required in connection with or incidental to said construction in strict confotin"ance the above mentioned documents, for the Bid Amount of: y � . „,,,„\\, ,,,,.. , ,Y\\,,,, I I 11 1 ' Quilcene Replacement Shop Project Project Number: 180 543 1 868 11!=i DNISION 0 SPECIFIC CONDITIONS 9 tee", A'.. 3�"'S '.. '4 •�+,y '�"` ""'�d'_Y , . W�* ��`p'te a'h��'�a'P`^-"2-xaS;x ,x"' • mF e s° .ter,rm �* yk'"„':v r, v" 3w r} ktiy `�5y "k P} rYS�"'ert�e�H.w �ry,k0.eyy 'art\\:‘�������� 1 iskkkkkk'kw:.,�' ^`5\ . ' ,yyyY,rt i0.g0.Rkayyk �L 0.0.+. kkyKS 0-` i 12 Quilcene Replacement Shop Project I Project Number: 180 543 1868 DIVISION 0 0 SPECIFIC CONDITIONS SECTION 000310 Page 2 - I BID FORM TIME OF COMPLETION&LIQUIDATED DAMAGES I We agree to complete the Base Bid work of this contract within the period of time described in Divi'ton 0, Section 000100 2.04 CONTRACT TIME. In the event that the work is not completed at said ti •e,th% Contractor I agrees to forfeit to the Owner as liquidated damages the sum of Four Hundred Dollars($400.1 A,(.",;,4, first calendar day and Two Hundred Dollars($200.00)for each and every additional calendar ' x+.e wor :9 ains uncompleted. I We agree to perform the work according to the above requirements. .. '',..4 ...‘ N- I ;'' I der ADDENDA 4 I Receipt of Addenda numbered , are hereb. .4 cknxlledged and all cost of work therefore have been included in this proposal. I 0 se s1 yy Ii, 1 s k, r �S $0'.,,, "1/4‘,‘,-.,,i.," ..\\:$0\ ,\?,..,)„ \\/ a k ���yyrr'4°'*� r Y' \ M1 MAf a 's,� R ''.. I C I I 13 i IQuilcene Replacement Shop Project Project Number: 180 543 1868 Fp. DIVISION 0 SPECIFIC CONDITIONS ' SECTION 000310 Page 3 BID FORM SUPPLEMENTAL BID BREAKDOWN IAll bidders shall submit a detailed bid breakdown on this form. It is to be submitted with their bid and shall identify all prices in each separate category where applicable. Any bidder that fails to itemize the$iin each Icategory may have their bid rejected at the option of Jefferson County. Division Zero: Specific Requirements $ k.:. ' Division One General Requirements $ "22,,2 Division Two Site Work $ ryk " Division Three: Concrete $ 4 \`" ,,.• Division Four Masonry ry $ Division Five: Metals $,,es' \ Division Six: Woods and Plastics $ 4 r IDivision Seven: Thermal&Moisture Protection $ ,\ k Division Eight: Doors and Windows s,.," $ .\\*,..1 ti I Division Nine: Finishes ,,,,,\T Division Ten: Specialties w<„ti's"” 0.0. Division Eleven: Equipment ',tip lij Division Twelve: Furnishings 4 ° $ Division Thirteen: Special Construction $ Division Fourteen: Conveying Systems `. $ I �� Division Fifteen: Mechanical 0, $ Division Sixteen: Electrical �` , ,. $ Subtotal $ IOverhead and Profit * $ Bond Fee x�� .0ti�'� . ",••' $ k I WA. State Sales Tax *. BID TOTAL(to matJl c shee ,R' $ I 0. f ti S�s y .r "".L ' s ,,k F �� y w 0.0.4' - ax t s4 I : rt 1 ! .) END OF SECTION 000310 14 Quilcene Replacement Shop Project I Project Number: 180 543 1868 DIVISION 0 0 SPECIFIC CONDITIONS SECTION 000410 BID GUARANTEE I BID GUARANTEE The undersigned furnishes herewith bid guarantee in the amount of 5%of the total of the base bid proposal.This bid I guarantee warrants that the undersigned will not withdraw his proposal for a period of thirty(30)days after the,scheduled closing time for the receipt of proposals.That if this proposal is accepted,the undersigned will enter into a f• '''''C al contract prepared by Jefferson County and that the required performance bond and payment bond will be given.I e e , nt of the I withdrawal of this proposal within the period stipulated above,or the failure of the undersigned to ente ,. r., Q tract and give the required bonds within the ten(10)days after the undersigned has received notice of the acc .w a ce o" 4 oposal, the undersigned shall be liable to the Owner for the full amount of the bid guarantee as liquidate. a. on acco'l of the I default of the undersigned. A bid guarantee in an amount of five percent(5%)of the base bid total,in the form as ind ated be ,i '<ts.: hed hereto: CASH ❑ ,'''' ` `" '''. 5 III POSTAL MONEY ORDER ❑ � - CASHIER'S CHECK ❑ Il CERTIFIED CHECK ❑ roroti PROPOSAL BOND ❑ (form attached this sectio ,roro y `., a"`'roy"b S `'yam If a proposal bond is used,it shall be submitted on a form furnis110y , ounty tnd signed by the bidder and his surety company.The surety's attorney in fact must be registered wit `the Washin State Insurance Commission. 0 . 4. ' ro Bidder '"'‘",,\ By .yy� ` 1 "--.., \ \\,%v, Street Address ��� ro9 ,, sw y1 A 4 n City ,,,, 4. +ro State Zip 1 ''''N. l>.''\.1'\\\ke%„ :'''',„ a :Tel fore umbe g.ti' State of Was`4 gton,Contractor Registration Number t I 15 I Quilcene Replacement Shop Project Project Number: 180 543 1868 DIVISION 0 FjSPECIFIC CONDITIONS SECTION 000410 I ` PROPOSAL BOND, PROPOSAL BOND IKNOW ALL MEN BY THESE PRESENTS,That we, Iof as principal,and the a corporation duly organized under the laws of the state of , and authorized to do business in the State of Washington,as surety, are held and firmly , un f ?nto the e;;1,unty of I Jefferson in the full sum of five (5) percent of the total amount of the base bid proposa s4 a principal for the work hereinafter described, for the payment of which, well and truly to be madpi6-=^•� ;.014%,,;,,r heirs, executors, administrators and assigns,and successors and assigns,firmly by these presents. ,., I h The condition of this bond is such, that whereas the principal k� reii is^fl` ewitl ubmitting his or its sealed proposal for the following construction,to wit: \ ,,,o w 111 Quilcene Replacement Shop Project �' � '4. Project number: 180 543 1868 � ,,M1 iM Isaid bid and proposal,by reference thereto,being made ' art ere. 4 NOW, THEREFORE,If the said proposed*b aid principal be accepted, and the Contract be awarded to said principal, and if said principal shall duly mak na - . `to and execute said Contract and shall furnish bond as required by Jefferson County within; 0 ' A ( t) days from and after said award, exclusive of the day of such award, then this obligation spa, `be . 11 a 'd, otherwise it shall remain and be in full force and Ieffect. , �k� ,) t .".% TESTIMONY WHE' x", Th arinc al and surety have caused these presents to be signed and IN sealed this day o 013. 4 y� (Principal) ti .,* .Y4''.'1 4\ y yyw�ww ;R (Surety) I �g YY (Attorney-in-fact) !/ IEND OF SECTION 000410 16 I Quilcene Replacement Shop Project I Project Number: 180 543 1868 DIVISION 0 cj SPECIFIC CONDITIONS SECTION 000420 DEBAREMENT CERTIFICATE rl CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY,AND VOLUNTARY EXCLUSION I The Contractor certifies to the best of its knowledge and belief,that it and its principals: 4 t (1) Are not presently debarred, suspended, proposed for debarment, declared ineligfileWvoluntarily excluded from covered transactions by any Federal department or agency; ,.,,,,,,,,,,,N (2) Have not within a 3-year period preceding this proposal been convictel . o .� a civil judgment rendered against them for commission of fraud or a criminal offens�'in ct c"4 ,. with obtaining, attempting to obtain, or performing a public (Federal, State, or local)'�� ansact orr` "ontract under a public transaction; violation of Federal or State antitrust statutes 4rr n st: sion o -mbezzlement, theft, I forgery, bribery, falsification or destruction of records, make false sj;, 0, or receiving stolen property; 4i t (3) Are not presently indicted for or otherwise criminally or civilly .>`aged by a governmental entity (Federal, State, or local) with commission of any . e onses enumerated in paragraph (2) of this certification;and .� 4 I 4 0 (4) Have not within a 3-year period precedin ,th'; contract bad one or more public transactions (Federal, State, or local)terminated for cause or default ' I +," s r4y 4b Where the Contractor is unable to certify to ents in this certification, such Contractor shall attach an explanation. ,e.,� Name of Contractor(Please prim°' - I;�,, ` i 4y44� . *« Name and Title o "4, uthgrize.�e.r bntative(Please print) ���� .4,- ` . yw ISi: s''t�ur ut 'A � .'Representative 0 I am N,,le to certify to the above statement. An explanation is attached. 4 I END OF SECTION 000420 1 17 1 ISECTION 000500 Quilcene Replacement Shop Project CONTRACT FORM Project Number: 180 543 1868 Ili I I ,1-4,,,,,,,,\:‘,. I ww* 4w �� 1,,,,Ok., \ ,,,,,, I I I w w1‘ �v I w • g 4 4 li) '..mo \ i A. 1 .. v I 4 yFwW i• • .0 , , .,,,,, N .„.\ . , „..,, 1 \ ,,,,,,.. . ...„ ,, ..., ,.. '') \\,„, ....,. , ,,,„,„, ,..„ I :,,, .., S !--- 1 17 I SECTION 000500 Quilcene Replacement Shop Project I CONTRACT FORM Project Number: 180 543 1868 Q CONTRACT * I JEFFERSON COUNTY, WASHINGTON . I THIS AGREEMENT, made and entered into this day of ,2013,between the COUNTY OF JEFFERSON, acting through the Jefferson County Commissioners and the Director of Public Works under and by virtue of Title 36,RCW,as amended and of L# hereinafter called the Contractor.- ' ': wj' 4%a`e' ��ya. WITNESSETH: : . *� ti I ti That in consideration of the terms and conditions contained herein and attached and s, . \'':.,x,tof this agreement, the parties hereto covenant and agree as follows: ti \ '`'``` 1. The Contractor agrees to furnish all labor and equipment and do certain work, ,wit: That the Contractor I herein will undertake and complete the following described work: for the c.-I struction 1 .Read maintenance , shop facility at the County site in Quilcene,WA. The new buildings inc u e one metal clad engineered post framed structure. In addition,the installation of one modular()Ace unit, . ,fie pr ided by the County. Site work includes grading,gravel surfacing and storm-water dis s rsion. Utiliti :': ude septic system,water, I phone,and electrical services. The existing County fueling''' m onsite will remain in operation without interruption during this construction project. For the total sum of s�, t ,k*4 dollars ($ )in accordance with and as deg ibed in the a P'iced plans and specifications and in the I AIA Document A201 (2007) `General Conditions 'the i� tract for,iconstruction' which are by this reference 0 incorporated herein and made a part hereof.The Contra :or y_'. • orm any alteration in or addition to the work provided in this contract and every part thereof..f - I The Contractor shall complete the described work as follows: 7 a '; I= 4 y yyS"445.� '�' �MS*tie The Contractor shall p, vide d bea .'e, xpense of all equipment, work and labor of any sort whatsoever that may be required for th tr ci f materials and for constructing and completing the work provided for in this • contract and every part the"reaf. �' 2. The County Je s,, ''''''.;n\heiflyf promises and agrees with the Contractor to employ, and does employ the Contractor to ;, ish the ',,ts aid equipment described and to furnish the same according to the attached I specification an a x is an s onditions herein contained, and hereby contracts to pay for the same according to the attach specific. s ns and the schedule of unit or itemized prices hereto attached, at the time an in the manner and ups - .rle coition tided for in this contract.The County further agrees to employ the Contractor to perform any alterati vb �In or additions to the work provided for in this contract that may be ordered and to pay for the same u e "?a e to :c%�of zthis contract and the attached specifications at the time and in the manner and upon the e s diti'n;-s provi . for in this contract. 3. M e Contractor for himself,and for his heirs, executor, administrators, successors,and assigns, does hereby agree to a full performance of all the covenants herein contained upon the part of the Contractor. I 4. Prior to commencing work,the Contractor shall obtain at its own cost and expense the following insurance from companies licensed in the State with a Best's rating of no less than A:VII. The Contractor shall provide to the I ( County Risk Manager certificates of insurance with original endorsements affecting insurance required by this clause prior to the commencement of work to be performed. 18 I ISECTION 000500 Quilcene Replacement Shop Project CONTRACT FORM Project Number: 180 543 1868 lb The insurance policies required shall provide that thirty (30) days prior to cancellation, suspension, reduction or material change in the policy, notice of same shall be given to the County Risk Manager by registered mail,return receipt requested, for all of the following stated insurance policies. I If any of the insurance requirements are not complied with at the renewal date of the insur a policy, payments to the Contractor shall be withheld until all such requirements have been met, or 4„,, ,i.4.0,�. e n of the *k y4 e The County, the County may pay the renewal premium and withhold such payments from the mo IContractor. www " , All notices shall name the Contractor and identify the agreement by contract r o +me other form of identification necessary to inform the County of the particular contract affected. k" \ I A. Workers Compensation and Employers Liability Insurancg �l e c ontractoi shall procure and I mplomaintain for the life of the contract, Workers Compensation In rance, ii \\, .:.E yers Liability Coverage, in accordance with the laws of the State of Washington. , , J B. General Liability(1)-with a minimum limit per occurrence o ®�ii: .I', "on dollars($1,000,000)and I an aggregate of not less than two million dollars($2,0 °6 00) r bodily injury, death and property damage unless otherwise specified in the contract specific ati• ,° „,,.-This insurance coverage shall contain no limitations on the scope of the protection provided"an Inds ;.;.on the certificate of insurance the following I coverage: "\ w i) 1. Broad Form Property Damage w�o WyN�.!loyee.,exclusion; -4 6Y .y'.yy k'. 2. Personal Injury Liability, i a= a in: e n�''`"�'4"'�e+lily injury; 3. Broad Form Contractua0 . ,4 ility including completed operations(contractors only); •ti�'"L�b I 4. Premises-Operati o`t* ialli'y( Q); 5. Independent Contracto . l d Subcontractors;and 6. Blanket Contra Liab'k. . 4,w� I (1)N0 Th= . ounty 1:11 be named as an additional insured party under this policy. C. Auto dile (21- w minimum limit per occurrence of$1,000,000 for bodily injury, death and I property da. ag- les the a specified in the contract specifications. This insurance shall indicate on the certifpcteOf m'caYnce the following coverage: yh�,„y�° , 1. *,ned autothObiles; I g..; ' Hi - automobiles; and, • .4.',Non- Wned automobiles. y�ok, (2 )Note: The County shall be named as an additional insured party under this policy. , ,.a de•uctibles or self-insured retention shall be declared to and approved by the County prior to the appr' o `•'`- contract by the County. At the option of the County, the insurer shall reduce or eliminate I deducts o .s'or self-insured retention or The Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. The Contractor shall include all subcontractors as insured under its insurance policies or shall furnish separate certificates and endorsements for each subcontractor. All insurance provisions for subcontractors shall be subject to all of the requirements stated herein. 1 19 I SECTION 000500 Quilcene Replacement Shop Project I CONTRACT FORM Project Number: 180 543 1868 0 shall not relieve The - I Failure of The Contractor to take out and/or maintain any required insurance surances a Contractor from any liability under the Agreement, nor shall the insurance requirements be construed to conflict with or otherwise limit the obligations concerning indemnification. I It is agreed by the parties that insurers shall have no right of recovery or subrogation against the County (including its employees and other agents and agencies), it being the intention of the parties that thk the insurance I policies so affected shall protect both parties and be primary coverage for any and all losses coy,'• b the above described insurance. It is further agreed by the parties that insurance companies issuing the po is or u'• 'es shall have no recourse against the County (including its employees and other agents and agenc ')'`• ••aymen':...any I premiums or for assessments under any form of policy. It is further agreed by the p es k""at any a d all deductibles in the above described insurance policies shall be assumed by and be at the. ,.ris • The Contractor. tea,. It is agreed by the parties that judgments for which the County may be liab in exce of-cured amounts I provided herein, or any portion thereof, may be withheld from payment due04o o . ome du, to The Contractor until such time as The Contractor shall furnish additional security covering such judgm-crazy be determined by the County. k I The County reserves the right to request additional insurance on an d basis for extra hazardous contracts and specific service agreements. I 5. The Contractor shall comply with all Federal, State;,arid-loc.'' ws and ordinances applicable to the work to be done under this Agreement. This Agreement shall be interpreted ant"S•`strued in accord with the laws of the I State of Washington and venue shall be in Jeffersonou WA. ` 0 The Contractor shall indemnify and h• • e Co ty, .1 officers, employees,and agents harmless from and shall process and defend at its own expense, 1 •, k o costs,attorney fees and expenses relating thereto,all I 1 claims,demands, or suits at law or equity ansing in.,hole or in part,directly or indirectly,from the Contractor's negligence or breach of any of its obi' •• •ns 414er th . greement;provided that nothing herein shall require a I Contractor to indemnify the Coun agairiNs d hold armless the County from claims,demands or suits based solely upon the conduct of the Coo'\‘,,,,,, o . rs,employees and agents, and;provided further that if the claims or suits are caused by or result fro . he '•ncurren '<egligence of: (a)the Contractor's agents or employees;and,(b) the County, its officers,employee ,,, .. this indemnity provision with respect to claims or suits based upon I such negligence, and/o a co�to t County of defending such claims and suits,etc., shall be valid and enforceable only to the ,-,Y t "the\Co actor's negligence,or the negligence of the Contractor's agents or• employees. 41 Claims,aga" the County shall include,but not be limited to assertions that the use and transfer of any software cook, ocu ,report,film,tape,or sound reproduction of material of any kind,delivered hereunder, constitute in ngem of any copyright,patent,trademark,trade name,or otherwise results in an unfair trade - pray.' or .••.s lawful restraint of competition. 4ti" � .,,. Contractor specifically assumes potential liability for actions brought against the County by . i Con• o£ or s employees, including all other persons engaged in the performance of any work or service required of the Corp,. •r under this Agreement and, solely for the purpose of this indemnification and defense,the Contractor I specifica`y waives any immunity under the state industrial insurance law,Title 51 R.C.W. The Contractor recognizes that this waiver was specifically entered into pursuant to provisions of R.C.W. 4.24.115 and was subject of mutual negotiation. I 20 I ISECTION 000500 Quilcene Replacement Shop Project CONTRACT FORM Project Number: 180 543 1868 ill) 6. The Contractor's relation to the County shall be at all times as an independent Contractor, and nothing herein contained shall be construed to create a relationship of employer-employee or master-servant, and any and all employees of the Contractor or other persons engaged in the performance of any work or service required of the Contractor under this Agreement shall be considered employees of the Contractor only and any claims that may arise on behalf of or against said employees shall be the sole obligation and responsibility of the Contractor. I 7. The Contractor shall not sublet or assign any of the services covered by this contract without e express written consent of the County or its authorized representative. Assignment does not include, i tin;: or other customary reimbursable expenses that may be provided in an agreement. N. htiy'4"",`''4 , '4 %.4 `, I 8. Nothing in the foregoing clause shall prevent the County, at its option, from ad'. 1":0 all requesting that The Contractor deliver to the County an executed bond as security for the faithful pe! NsA,;nc this contract and for payment of all obligations of The Contractor. For contracts of$35,000 or less,the County and the Contractor may k g� 1 -lieu o: e`Bond,the I County will withhold 50%of the Contract amount in accordance with RCW 39.08.01b1,:c.,:, 1: tractor will indicate this option on Exhibit A. ,� 9. The Contractor will declare management option of the sta o y retai e c . ,•i N. :ge on Exhibit B. I ID w" . es /**.,, titisx iy� 1 . r'� ., I }44i . 4 .ti "x'''' I :%:*,,,,.k �� ' ,* y"N \ 4.,0 I - q�,y m x•°*.fix S• k I21 I SECTION 000500 Quilcene Replacement Shop Project I CONTRACT FORM Project Number: 180 543 1868 0 ' I IN WITNESS WHEREOF,the Contractor has executed this instrument on the day and year first below written,and - I the Board of County Commissioners has caused this instrument to be executed by and in the name of said County of Jefferson the day and year first above written. "w tExecuted by the Contractor ,2013 A,°�. Contractor: ' (Please print) Yh I • By: (Please print) ° 1 A s �R ?�, 4 .ti% h'.ro1` �V (Signature) ,,`` State of Washington,Contractor Registration Number I Mk \ k CO OF JEFFERSON I BOJRh OF COMMISSIONERS 43 i ..„,,, ,, ' John Austin,Chair AN\ ','•1 \\,„ Phil Johnson,Member . ;'. y sw�.;.,< . `' k '�, -- David W. Sullivan,Member I \\:.e. y yy Approved to form only. I L Y< David Alvarez Date _ I 4,ayh .5. Deputy Prosecuting Attorney Sy hk Monte Rienders,P.E. Date Public Works Director/County Engineer 1. 1 22 I 1 Quilcene Replacement Shop Project Number: 180 543 1868 11:5 SECTION 000650 CONTRACT BOND FORM ' r JEFFERSON COUNTY,WASHINGTON CONTRACT BOND KNOW ALL MEN BY THESE PRESENTS: IThat ,of , Principal,and ,as Surety,are jointly and severally held .. d b. d unto the COUNTY OF JEFFERSON,the penal sum of r,'�`�", , D ollars I ($ ),for the payment of which we jointly and severally bind ourse. ,.. $. heirs,`.: executors,administrators,and assigns,and successors and assigns,firmly by these pr- ' The condition of this bond is such that WHEREAS, on the day of ,� . t`' ' 2013,the said �. Principal herein,executed a certain contrac v"?,, ,.C,County of Jefferson,by the terms,conditions and provisions of which contract the sais , , Principal herewith,agrees to furnish all materials and do certain work,to- the saint Principal herein Iwill undertake and complete the following described work: for the construction" 'mad maintenance shop facility at the County site in Quilcene,WA. The new buildin.1,1_ includelone metal clad I engineered post framed structure. In addition, the installation of o .1\oditliir office unit,to be provided by the County. Site work includes grading, grel urfacing . 1 • storm-water dispersion. Utilities include septic system,water, phone, and elect itit". se� c' es. The existing County fueling I system onsite will remain in operation without inter do ok`,urin this construction project. In Jefferson County,Washington,as per maps,plans d specific'. •_e°'made a part of said contract,which contract as so executed,is hereunto attached, and's n referred to `d by this reference is incorporated herein and made a part hereof as full for all purpos... as• ere set forth at length. ID NOW THEREFORE, if the Princi®� , , ein -, i ly and truly observe and comply with the terms, conditions and provisions of sailk9on4R4,,c ;'..i.'-‘, . espects and shall well and truly and fully do and I perform all matters and things by the °: d P ' ci'°+\undertaken to be performed under said contract,upon the terms proposed therein, and within r4 `. escn,:a therein, and until the same is accepted, and shall pay all laborers, mechanics, subco tititi' ors .1 pmate .Tmen, and all persons who shall supply such contractor or I subcontractor with provisio ann upph ., the carrying on of such work, and shall in all respects faithfully perform said contra :: *:..,'s .,. Ito 'aw, then this obligation to be void, otherwise to remain in full force and effect. ,-.,���� I WITNESS 1 • d s ~'` . day of ,2013 y i �3 I PRINCIP SURETY COMPANY Y: ,w, Y By: ,� •., „ „,,,, By: `, �.," `�' :-.. Attorney-in-fact IAddress of local office and agent of surety company: I_ END OF SECTION 000650 C1 I23 Quilcene Replacement Shop I Q P P Project Number: 180 543 1868 _ I 0 SECTION 000660 STATUTORY RETAINAGE - I EXHIBIT B CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF F STATUTORY RETAINED PERCENTAGE ,4,„w A. I hereby elect to have the retained percentage of this contract held in a fund,p,, wner un (30)days following final acceptance of the work. "� 4444� Date Signed k �" ' 44 w B. I hereby elect to have the Owner deposit the retained percenta of this contract in an interest bearing account, not subject to withdrawal until after final acceptance '°�w,, e word. 44 Date Signer . 444 C. I hereby elect to have the Owner invest the rb" fined perce 'ge of this contract from time to time as such retained percentage accrues. .4g4y4 ,� I hereby designate ". v.,, as the repository for the escrow of said funds. 44 I 1 , 4 ' I hereby further agree to be ful . .espp 1444 o` ' .le for0Syment of all costs or fees incurred as a result of placing said retained percentage in - 4/`ro d in as authorized by statute. The Owner shall not be liable in any way for any costs sor fe . n,„,,,?,,,,,ect 4 therewith. 4 ,,w 84, 4 ,4 Date w4 '` Signed I 4 /\ ,,,k '''.. ..,'' si " 1 4P ,,,\,,k w\ :,,„ ,. '. 4*4 ,mix 44 ,.4 I" $w END OF SECTION 000660 24 1 ' uilcene Replacement Shop Q p P Project Number: 180 543 1868 SECTION 006700 DIVISION 0 I - SPECIFIC CONDITIONS PREVAILING WAGE RATES .. . ti,, ro STATE OF WASHINGTON PREVAILING WAGE RATES "' I NOTICE: This is a prevailing wage rate contract utilizing sta. wage r. £'r ,Bifcders are cautioned to verify the current prevailing w. .e rates. % I ��s Issue ; 0, w� ,,,,,AN N:',. k I DEPARTMENT OF' ABOR '''.41,,,, tIttbUSTRIES '.14 Box 44540 OL E:'I A 98 1■4-4540 p ( ' a�r,,��5 IRefer to tilelo11ow4,.. web e for Prevailing Wage Rates: http://w .lni.w / ww TradLicensing/PrevWage/WageRates/default.asp y,4 k,''' S" 4'N ;4 �y� I ,:. 4 iv y4 I! _ END OF SECTION 000670 25 Quilcene Replacement Shop I Q p p Project Number: 180 543 1868 0 j 111 DIVISION 0 SPECIFIC CONDITIONS " I SECTION 000660 SAMPLE CLOSEOUT FORMS . I Request For Release: °` ' Own, . rov i:o Notice of completion and request for release from liability for insurance premiums " I L&I Form F26-083-000 ) .> Public Works Contract Reconciliation of Taxes: 4 0 +'._ hington De;'° a f '' enue 4,,k Exci�Tax Division on �ww ,9, •40ia, WA 98504 I Notice of Completion of Public Works Contract: �. g Owner provided Consent Of Surety Company To Final Payment: �kti ', ,Mw w'w AIA Doc G707-1994 Contractors Affidavit Of Payment Of Debts And Claims:/ w ,a AIA Doc G706-1994 I 0 Contractors Affidavit Of Release Of Liens: " AIA Doc G706A-1994 ,kS Certificate Of Substantial Completion: w �" 44>. I p � AIA Doc G704-2000 Certified payroll of general contractor aij 1E subcon I tor: " From Contractor Affidavit Of Prevailing Wages Paid www* `t, � w w* ` State of Washington 'Y w=wy Department of L&I ww �, ;;;��x��� Form WH-347 Release and Waivers of, iens gor a b-contractors) From Contractor The inclusion of use doc i is isrovided to assist in the document routing procedure and in no way diminishes t the Contractor's. =>t.on �lzilityy g.s .in the correct and most current forms or information. Copies o ome of the:;,,,Ive sample closeout forms may be available from the Owner. I Owners e i ative.3 epartment of Public Works,Jefferson County,Attn: Gordon Ramstrom (3■P 85-9 9, for g�mstrom @co jefferson.wa.us w �A` oti re ay':ilable at www.aia.org I i,, . END OF SECTION 000660 I 26 I I iQuilcene Replacement Shop Project Project Number: 180 543 1868 DIVISION 0 SPECIFIC CONDITIONS SECTION 000700 , ' - GENERAL AND SUPPLEMENTAL CONDITIONS I The"General Conditions of the Contract for Construction",AIA Document A-201,2007 Edition,Articles 1 through 15 inclusive is hereby made part of these Specifications the same as if reproduced herein in full except as modified,rescinded or supplemented by these Supplementary Conditions,which take precedence. Those portions I of the AIA General Conditions which are not altered by these Supplementary Conditions shall remain in effect as published. A copy of the AIA A201-AIA(2007)General Conditions is available at the Office of Public Works for reference. Address: 623 Sheridan St.,Port Townsend, WA,98368 T: 360-385-9160 or via E-mail: gramstromaco jefferson.wa.us Index: Page 2: Change as follows: "Arbitration" is deleted and substituted in its place is "Dispute Resolution". IARTICLE 1 -CONTRACT DOCUMENTS: IL 1 DEFINITIONS 1.1.1 The Contract Documents Paragraph 1.1.1: Substitute the following: I In the first line after the word "Agreement", insert the words, "Instructions to Bidders,and the Contractor's executed bid." Delete the last sentence. "Unless specifically enumerated . . . relating to bidding requirements." I1.5.1 Ownership and Use of Drawings, Specifications and Other Instruments of Service. IParagraph 1.5.1: Add subparagraph as follows: 1.5.1.2 The data given in the specifications and shown on the plans and drawings is believed to be I accurate but the accuracy is not guaranteed. The Contractor must take all levels, locations, measurements,and verify all dimensions on the job site prior to construction and adapt his work to - the exact construction. I - ARTICLE 3-THE CONTRACTOR I 3.4 LABOR AND MATERIALS Paragraph 3.4.4 Shall be added as follows: 3.4.4 The Contractor shall be responsible for the care and storage of materials delivered to the work or purchased for use thereon. Stored materials shall be carefully and continuously protected from damage or deterioration and so located as to facilitate inspection by the Owner and Architect. This responsibility for the care and storage of materials shall be with the Contractor whether such materials are furnished by the Contractor or by the Owner. 27 Quilcene Replacement Shop Project I Project Number: 180 543 1868 DIVISION 0 SPECIFIC CONDITIONS I SECTION 000700 GENERAL AND SUPPLEMENTAL CONDITIONS • ' 3.7 PERMITS,FEES AND NOTICES Subparagraph 3.7.1: Add the following: 3.7.1 The Contractor will submit engineered plans to the Jefferson County Department of Community Development(DCD). See Division 0 Section 000100,Article 7.11 BUILDING PERMIT. The County will apply for and pay for the Building Permit. 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULE Subparagraph 3.10.1: Delete the first sentence: "The Contractor,promptly after being awarded... schedule for the Work.",and substitute for the deleted sentence the following: 3.10.1 . Within three working days of the bid opening,the Contractors shall submit a construction schedule to the Owner and the Architect. An updated construction schedule shall be submitted with each Application for Progress Payment. ARTICLE 4-ADMINISTRATION OF THE CONTRACT 4.1 ARCHITECT Paragraph 4.1: Add the following subparagraph 4.1.2.1: 4.1.2.1 The Architect is not bound to define the limits of any subcontract,and will not enter into disputes between the Contractor and his employees,including subcontractors. 0 Paragraph 4.2.4: Modify as follows: Delete the words "endeavor to "after"Contractor shall" in the second sentence. ARTICLE 7-CHANGES IN THE WORK ' 7.3 CONSTRUCTION CHANGE DIRECTIVES Paragraph 7.3.7: Delete items .1 through .5 and substitute the following: 1. Additive Changes: ' a. Direct Labor Costs: This is defined as the estimated labor costs determined by either the estimated number of i journeyman craft hours to perform the change in work and the hourly costs related thereto; or the unit labor costs applied to the material quantities,providing said unit labor costs are 111 developed from the above craft man-hour costs;whichever is applicable,according to _ industry practice. The hourly costs shall be based on the following: ' (1) Basic Wages: Current minimum prevailing hourly wage rates, including vacation ' pay, for all labor,crew foreman, and general foreman performing and/or directly supervising the work on the site. These rates,whichever are applicable,are established by the prevailing wage rate. 28 I Quilcene Replacement Shop Project Project Number: 180 543 1868 DIVISION 0 IDSPECIFIC CONDITIONS SECTION 000700 GENERAL AND SUPPLEMENTAL CONDITIONS I . (2) Fringe Benefits: Fringe benefits established by the State of Washington, I Department of Labor and Industries or contributed to labor trust funds as itemized fringe benefits,whichever are applicable. (3) Worker's Insurances: Direct contributions to the State of Washington as Industrial U Insurance;Medical Aid; and Supplemental Pension,by the class and rates established by the State of Washington,Department of Labor and Industries. (4) Federal Insurances: Direct contributions required by the Federal Insurance Compensation Act,(F.I.C.A); Federal Unemployment Tax Act,(F.U.T.A.); and the State I Unemployment Compensation Act,(S.U.C.A.). (5) Costs: Cost incurred by the Washington Industrial Safety and Health Act, (W.I.S.H.A.), shall be an amount to be agreed upon but not to exceed 2%of 1,2,3,and 4 I above. (6) Travel Allowance: Travel Allowance and/or subsistence, if applicable,not to exceed those established by Regional Labor Union Agreements, shall be itemized and I identified separately. (7) Items specifically excluded: Contractor Organization dues. Ib. Direct Material Costs: This is defined as an itemization of the estimated quantity of materials necessary to perform the change in the work and the cost therefore. These costs shall be by the unit cost applied to the quantity and extended. The unit costs shall be based on the following: I (1) The competitive costs prevailing in the area considering the quantities involved and available delivery time. (2) The net costs after all discounts or rebates. (3) Freight costs;express charges; or special delivery costs when applicable. ILump sum costs will be allowed only as provided for in items 4 and 5,this section. c. Construction Equipment Usage Costs: (1) Major Tools and Equipment: This is defined as an itemization of and the estimated length of time that major tools and construction equipment will be used solely I on change order work at the site. No extra mobilization and demobilization cost will be allowed if the tools and equipment are already on the job site for use on the main contract. The rental costs applied thereto shall not exceed the rates established by the following, Iwhichever is applicable: (a) The current hourly rental rates established by agreement between the Associated I General Contractors,(A.G.C.),and Washington State Department of Transportation. (b) The current rental rates established by the State of Washington,Utilities and Transportation Commission for trucks used on highways. (c) The current rental rates established by the National Electrical Contractor's Association(N.E.C.A.)for equipment used on electrical work. (d) The current rental rates established by the Mechanical Contractor's Association for Iequipment used on mechanical work. 29 I Quilcene Replacement Shop Project Project Number: 180 543 1868 DIVISION 0 SPECIFIC CONDITIONS ' SECTION 000700 . ' GENERAL AND SUPPLEMENTAL CONDITIONS (e) If equipment is required for which.a rental rate is not established in any of the above, an agreed rental rate shall be established for that equipment. Such rates and the use of the equipment on the work must be approved by the contracting authority prior to performing the work. (f) The rates in effect at the time of the performance of the work are the maximum rates allowable for equipment of modern design and in good working condition and include full compensation for furnishing all fuel,oil, lubrication,repairs, maintenance, and insurance. 2. Small Tools,Expendable and Consumable Supplies: (a) These are general in nature and are defined as tools for which the initial purchase 111 price is under$500 and are normally furnished by the performing contractor. (b) The allowable rate for small tools will be an amount to be agreed upon but not to , exceed the following: -General Contractors: 3%of direct labor costs. - Specialty Contractors: 5%of direct labor costs. (c) Expendable and consumable supplies directly associated with the change in work to be itemized. JI (d) Prime Sub-contractor's Proposals: Sub-contractor's proposals are to be itemized as in 1 a, 1 b, and 1 c above. (e) Overhead and Profit by the Contractor Actually Performing the Work: A total amount to be agreed upon but not to exceed 15%of items 1 a, 1 b,and lc above will be allowed.This is to compensate such contractor for all personnel not defined in 1 a,above;temporary construction facilities; home office costs; office engineering and estimation costs;and profit,plus any other cost incidental to the performance of the change in work. ' d. Overhead and Profit by the Prime Contractor or Intermediate Subcontractor on Sub- Contractors Actually Performing the Work: ' (1) A total amount to be agreed upon but not to exceed 8%of the total amount of sub- contractors proposals as defined in "e"above will be allowed for all overhead and profit to supervise and administer the sub-contractors actually performing the change in the work. (2) No direct labor by the prime contractor will be allowed added to a sub- contractor's I proposal. Prime contractor's direct labor, if required,must be submitted as outlined in la, 1 b, 1 c and 1 g. e. Cost of Any Increase or Decrease in Premium by Insurance and Public Works Bond ' Caused by the Change: (1) Contractor's Liability Insurance: ' To the above,the costs of the Contractor's Liability Insurance as outlined under Article 27 herein is to be added. (2) Public Work Bond: ' 30 1 IQuilcene Replacement Shop Project Project Number: 180 543 1868 DIVISION 0 40 SPECIFIC CONDITIONS I SECTION 000700 GENERAL AND SUPPLEMENTAL CONDITIONS I To the above,the cost of the contractor's public works bond as outlined under Article 29 herein is to be added. I3. Deductive Changes: a. Items 1 a, 1 b, 1 c, le,and 1 g above will be itemized for deleted changes in the work. Ib. Restocking charges or other special charges shall be allowed at their actual cost. 4. Additive Changes and Deductive Changes Together: Ia. If a change in the work involves both additive and deductive changes the appropriate overhead and profit amount allowed will be added to the net difference of items la, lb, lc, and 1 d. Ib. If other additive changed items are included in the same change proposal the appropriate overhead and profit allowed is to be applied to these individual changed items. I5. Changes Under$500.00: lir If the description of the change in the work is,in the opinion of the Owner,definitive enough for the Owner to determine fair value and total of the change does not exceed$500.00,no breakdown is required. I6. Changes Between$500.00 and$1,500.00: If the description of the change in the work is,in the opinion of the Owner,definitive enough for Ithe Owner to determine fair value the breakdown shall consist of the following: a. Lump sum labor Ib. Lump sum material c. Lump sum equipment usage d. Appropriate overhead and profit as defined in 1 e and 1 f. ARTICLE 9-PAYMENTS AND COMPLETION I r Paragraph 9.3 Applications for Payment Subparagraph 9.3.2 Delete line"Unless otherwise provided in the Contract Documents." I Subparagraph 9.3.2 Substitute the following for the deleted line: "In conformance with current statutes of the State of Washington." Paragraph 9.6 Progress Payments I! - Subparagraph 9.6.1: Add as follows: 9.6.1 Based on Applications for Payment submitted to the Architect and Certificates of Payment issued by the Architect,the Owner shall make progress payments on accounts of the Contract Sum Ito the Contractor as follows: 31 Quilcene Replacement Shop Project Project Number: 180 543 1868 DIVISION 0 0 SPECIFIC CONDITIONS • I SECTION 000700 GENERAL AND SUPPLEMENTAL CONDITIONS 1. Not more frequently than monthly. 2. In amount not to exceed the aggregate value of work completed and materials stockpiled on the site as determined by the itemized schedule of costs submitted on AIA for G702 as adjusted by subsequent change orders; less the total of all previous payments made to the Contractor,and less the stipulated retainage. 3. Payments shall be made within thirty (30) days of issuance of Certificate of Payment, except that amount withheld as retainage. Subparagraph 9.8.5: Delete all except the first sentence. I Add Paragraph 9.11 as follows: 9.11 Liquidated Damages 9.11.1 The Owner will suffer financial loss if the Project is not substantially complete within the period set forth in Section 007000 Article 9 Paragraph 9.11.1. The Contractor and the Contractor's surety, if any, shall be liable for and shall pay the Owner,the sums hereinafter stipulated as fixed, agreed and liquidated damages,and not as penalty, for each calendar day of delay until the Work is substantially complete. a. Four Hundred and no/100 ($400.00) dollars for the first working day the Work remain uncompleted. b. Two Hundred and no/100 ($200.00) dollars for each and every working day beyond the first day that the Work remains uncompleted. ARTICLE 10-PROTECTION OF PERSONS AND PROPERTY 10.3. Hazardous Materials Add subparagraph 10.3.7 as follows: Materials containing asbestos are strictly prohibited for use in this project. Contractor shall verify that all products utilized are asbestos free. ' ARTICLE 11 -INSURANCE AND BONDS Paragraph 11.1 Contractor's Liability Insurance - I Subparagraph 11.1.1.9: Add as follows: 11.1.1.9 Liability Insurance shall include but not be limited to all major divisions of coverage and be on a comprehensive basis including: 1. Premises Operations(including X,C,and U coverages as applicable. ' 2. Independent Contractor's Protective. 3. Products and Completed Operations. 4. Personal Injury Liability with Employment Exclusion deleted. ' 32 1 ' Quilcene Replacement Shop Project Project Number: 180 543 1868 DIVISION 0 �- SPECIFIC CONDITIONS I - SECTION 000700 GENERAL AND SUPPLEMENTAL CONDITIONS 5. Contractual, including specified provision for Contractor's obligation under Paragraph 3.18. 6. Owned, non-owned and hired motor vehicles. 7. Broad Form Property Damage including Completed Operations. 8. Stop Gap or Employers'Contingent Liability. ' 9. Explosion,Collapse,Underground Damage(Referred to as"X,C,U"). ' 11.1.1.10 If the General Liability coverages are provided by a Commercial General Liability Policy on a claims-made basis,the policy date or Retroactive Date shall predate the Contract;the termination date of the policy or applicable extended reporting period shall be no earlier than the termination date of coverages required to be maintained after final payment, certified in accordance with Subparagraph 9.10.2. Subparagraph 11.1.2.1: Add as follows: 11.1.2.1 The insurance required by Subparagraph 11.1.1 shall be written for not less than the following limits,or greater if required by law: ' 1. Workers Compensation: (a)State Statutory 2.Comprehensive or Commercial General Liability including Premises-Operating; Independent Contractors'Protective; Products and Completed Operations; Broad Form Property Damage): I a Bodily injury: inJm'Y• $1,000,000 Each Occurrence ' $2,000,000 Aggregate (b)Property Damage: ' $1,000,000 Each Occurrence $2,000,000 Aggregate ' (c)Products and Completed Operations to be maintained for one(1)year after final payment: $100,000 Aggregate ' . (d)Property Damage Liability Insurance shall provide X,C, and U coverage. ' (e)Broad Form Property Damage Coverage shall include Completed Operations. 3. Contractual Liability: (a)Bodily Injury: $500,000 Each Occurrence ' $500,000 Aggregate 33 1 IQuilcene Replacement Shop Project Project Number: 180 543 1868 DIVISION 0 IlD SPECIFIC CONDITIONS I - SECTION 000700 GENERAL AND SUPPLEMENTAL CONDITIONS I (b)Property Damage: $500,000 Each Occurrence $500,000 Aggregate I4. Personal Injury,with Employment Exclusion deleted: $500,000 Aggregate I 5. Business Auto Liability(including owned,non-owned and hired vehicles): ty( g ) I (a)Bodily Injury: $1,000,000 Each Person 1,000,00 Each Occurrence Is (b)Property Damage: $1,000,000 Each Occurrence I6. If the General Liability coverages are provided by a Commercial Liability policy,the: Ir (a)General Aggregate shall be not less than$500,000 and it shall apply, in total,to this Project only. (b)Fire Damage Limit shall be not less than$50,000.00 on any one fire. (c)Medical Expense Limit shall be not less than$5,000.00 on any one person. I Replace Paragraph 11.1.3 as follows: s. I11.1.3.1 Certificate of Insurance acceptable.to the County shall be filed with the County prior to commencement of the Work. These certificates and the insurance policies required by this Paragraph 11.1 shall contain a provision that coverages afforded under the policies will not be I canceled,suspended,reduced, or materially changed until at least 30 days' prior written notice has been given to the Owner. If any of the foregoing insurance coverages are required to remain in force after final payment and are reasonably available,an additional certificate evidencing I continuation of such coverage shall be submitted with the final Application for Payment as required by Subparagraph 9.10.2. Information concerning reduction of coverage shall be furnished by the Contractor with reasonable promptness in accordance with the Contractor's I information and belief. Said notice shall be given to the County Risk Manager by registered mail, return receipts requested,for all of the stated insurance policies. I 11.1.3.2 Said certificate shall include the following statement: "The Insurance Company has reviewed the coverage requirements as stated in these requirements and certifies that the policy of insurance represented by said Certificate includes(but is not limited to)the coverages designated." 11.1.3.3 If any of the insurance requirements are not complied with at the renewal date of the insurance policy,payments to the Contractor shall be withheld until all such requirements have been met, or at the option of the County,the County may pay the renewal premium and withhold Isuch payments from the monies due the Consultant. 34 I Quilcene Replacement Shop Project Project Number: 180 543 1868 DIVISION 0 (� SPECIFIC CONDITIONS 4 I �.J SECTION 000700 - GENERAL AND SUPPLEMENTAL CONDITIONS 11.1.3.4 Failure of the Contractor to take out and/or maintain any required insurance shall not relieve Contractor from any liability under the Agreement,nor shall the insurance requirements be construed to conflict with or otherwise limit the obligations concerning indemnification. 11.1.3.5 All notices shall name the Contractor and identify the agreement by contract number or I some other form of identification necessary to inform the County of the particular contract affected. 11.1.4 The following additional provisions shall be complied with: 11.1.4.1 The County,and each of their officers,agents and employees, shall be named as an , additional insured on such insurance as required under Article 11,paragraph 11.1 through 11.1.4. 11.1.4.2 The Contractor shall continue Completed Operations Liability insurance in force for at least one year after the date of Final Certificate of Payment. 11.1.4.3 Insurance shall be written by a firm licensed to do business in the State of Washington 111 with a Best's rating of no less than A: VU and as approved by the Owner. Approval of this I insurance by the Owner shall not relieve or decrease the liability of the Contractor hereunder. 11.1.4.4 Any deductibles or self-insured retentions shall be declared to and approved by the • County prior to the approval of the contract by the County. At the option of the County,the insurer shall reduce or eliminate deductibles or self-insured retentions or the Contractor shall procure a bond guaranteeing payment of losses and Contractor shall procure a bond guaranteeing • payment of losses and related investigations,claim administration and defense expenses. 11.1.4.5 The contractor shall include all subcontractors as insured under its insurance policies or I shall furnish separate certificates and endorsements for each subcontractor. All insurance provisions for subcontractors shall be subject to all of the requirements stated herein. 11.1.4.6 It is agreed by the parties that insurers shall have no right of recovery or subrogation against the County(including its employees and other agents and agencies), it being the intention of the parties that the insurance policies so affected shall protect both parties and be primary coverage for any and all losses covered by the above described insurance. It is further agreed by the parties that insurance companies issuing the policy or policies shall have no recourse against the County(including its employees and other agents and agencies)for payment of any premiums or for assessments under any form of policy. It is further agreed by the parties that any and all deductibles in the above described insurance policies shall be assumed by and be at the sole risk of the Contractor. 11.1.4.7 It is agreed by the parties that judgments for which the County may be liable,in excess of insured amounts provided herein,or any portion thereof,may be withheld from payment due,or to become due,to the Contractor until such time as the Contractor shall furnish additional (—) security covering such judgment as may be determined by the County. 35 1 ' Quilcene Replacement Shop Project Project Number: 180 543 1868 DIVISION 0 SPECIFIC CONDITIONS SECTION 000700 GENERAL AND SUPPLEMENTAL CONDITIONS 11.4.8 The County reserves the right to request additional insurance on an individual basis for Iextra hazardous contracts and specific service agreements. 11.1.4.9 Claims against the County shall include,but not be limited to,assertions that the use or ' transfer of any software,book,document,report,film,tape or sound reproduction or material of any kind,delivered hereunder,constitutes an infringement of any copyright,patent,trademark, trade name,or otherwise results in an unfair trade practice or in unlawful restraint of competition. 11.1.4.10 The Contractor further agrees to provide defense for and defend any claims or causes of action of any kind or character directly or indirectly arising out of this Agreement at its sole Iexpense and agrees to bear all other costs and expenses relating thereto. 15.4 ARBITRATION: Delete entire title and substitute the following: -The title"Arbitration" is deleted and substituted in its place is "Dispute Resolution"as the new title of the paragraph,and throughout 15.4 in its entirety. ' Paragraph 15.4.1: R ' grap evise lines 3-4 as follows: ...shall be settled by the Director of the Jefferson County Department of Public Works. END OF SECTION 000700 r . END OF DIVISION 0 36 1 ' Quilcene Replacement Shop Project Project Number: 180 543 1868 POST FRAMED SPECIFICATIONS Scope of Work 1. Contractor shall comply with all applicable codes, laws, and ordinances. I . 2. The County(Owner)will apply for and pay applicable fees for the Building Permits. The Contractor will pick up the building permit at the Jefferson County Department of Community Development(Building U Department). See item#10 below in this list. 3. The Contractor's bid price shall include all other permit fees,taxes,transportation,materials,labor at prevailing wage rates,automobile and general liability insurance,and daily work site cleanup and final clean up when construction is completed. t4. The modular office unit is to be procured by the County and provided to the successful contractor for installation. Delivery of the modular unit to be coordinated with the project construction schedule. ' Complete the `Modular installation cost; line on the bid form. 5. The Contractor is to include portable toilet(s)and potable drinking water for construction crew at all times work is occurring at the site. 6. The Contractor is to provide and pay for temporary power service,and any other temporary construction ' facilities. 7. The building site is located at 295316 US Highway 101,Quilcene, WA. The existing County Fueling station is an essential public facility and will remain fully accessiblel during the construction period. The County and its partners,requires continual use of the existing facilities and explicit coordination between the Owner and Contractor for any construction activities that may impact operation of this facility. ' 8. The contractor shall keep the workplace clean and free of waste.The contractor shall coordinate on-site requirements for staging,parking, and storage with the County(JCPW). 9. The contractor shall be responsible for the protection of his equipment and shall secure vehicles and other construction equipment when parked and unattended. 10. The Contractor shall provide engineered shop drawings for the post framed equipment shed. Provide two signed sets to each(four sets total)to the Jefferson County Public Works and the Jefferson County Department of Community Development for the purpose of building permit approval. The stamped and wet signed engineered documents are to be prepared by a qualified engineer registered in the State of If Washington. This is a requirement of the building permit,and work cannot start prior to the issue of necessary permits. 111 11. Septic system: See septic design attached to this Project Manual. 12. Electrical System: See Utilities Site Plan 13. Water service: See Utilities Site Plan 14. Phone service: See Utilities Site Plan ' 37 1 HOH Shop Equipment Shed Project Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS ' CRITERIA 1. Product info: At the request of the Owner,Product brochures,color samples,sample warranty,and material specifications are to be furnished by the Contractor within three working days of the bids due date and time. 2. Wind load: See PROJECT data on drawing Cover Sheet A0.1. 3. Roof Truss: Manufactured wood trusses for a 5/ 12 pitch gable roof 4. Lumber: All posts buried or contact with the ground,or within 12"(one foot)of the ground shall be pressure treated and rated for this purpose. All non-treated lumber to be KD Douglas fir#2 or better. Set all work to required levels and lines,with members plumb,true,and cut to fit. 5. Siding: Minimum 26 gauge galvanized steel siding,with 20 year warranty `Kynar' type finish(as specified,with matching trim,and. Install per manufacturer's recommendations. 6. Steel roofing: Minimum 24 gauge factory painted `Kynar'type finish over galvanized steel roof panels,20 year warranty,with matching flashing and trim at eaves and gable end walls, and with continuous ventilated ridge for full length of roof. Install per manufacturer's specifications. 7. Insulation: Entire roof area shall be insulated on the underside to prevent condensation on underside of metal roofing. This insulation must be durable,and capable of withstanding wind. See Insulation- Section 007200 below in this Project Manual. 8. Trim and flashing: Factory finish over minimum 26 gauge galvanized steel. Required at bottom of walls, eaves,ridges,openings,and end caps. This is to include exposed beam soffits,and jambs at vehicular opening. 9. Fasteners: Color-matched neoprene washer screws for roof,walls, and trim. To be the type of fastener that is resistant to over-tightening. Provide sample of all fasteners to Owner for approval. 10. Color selection: Owner to select color for metal panels, flashings,trims,and all doors. Contractor to submit color options for selection of color by County. One body color and one trim color. 11. Seal: Seal or join all points for leak-proof installation with sealant listed for the materials and conditions present,and rated for 20 years. 1 38 I IQuilcene Replacement Shop Project Project Number: 180 543 1868 POST FRAMED SPECIFICATIONS SPECIFICATIONS DIVISION 02: SITE CONSTRUCTION ' SECTION 002300 EARTHWORK ' A. BUILDING PAD FOR EQUIPMENT SHED: Prepare crushed stone building pad as follows. 1. Top dress building pad(s)with 2"thick layer of 7/8"minus crushed stone. a. Per WSDOT 2012 Standard Specifications see crushed surfacing 9-03.9(3) 2. Below that, install a 4"thick layer of 2"minus crushed stone. Ia. Per WSDOT 2012 Standard Specifications see permeable Ballast 9-3.9(2) 3. Base fill, in quantity as req'd,to be pit run obtained from the County pit adjacent to this site. JCPW pay for pit run. Maintain records on a daily basis regarding amount of fill. Ito 4. Compact all fill materials with vibratory roller in 8"(maximum)lifts to 95%compaction. B. Use Best Management Practices(BMP)for erosion control and stabilization of disturbed earth materials as needed. IEarth Excavating,Backfill& Grading SECTION 002220 i PART 1 -GENERAL I 1.01 SUMMARY: A.Excavating,placing, stabilizing and compacting earth, including trench and foundation excavation,addition of borrow and backfill, stockpiling of excavated material, and topsoil. IC1.02 REFERENCES: A.2012 WSDOT Standard Specifications. I 1.03 QUALITY ASSURANCE: A.Whenever a percentage of compaction is indicated or specified,use percent of maximum density at optimum moisture as determined by ASTM D698-91,unless noted otherwise. IB.Borrow materials shall be approved by the Owner/Architect prior to use. PART 2 - PRODUCTS 1 I 2.01 MATERIALS: A. Granular backfill material shall meet the specifications for Aggregate, Section 9-03.12(1)A,WSDOT Standard Specification. . IPART 3 - EXECUTION 3.01 TECHNIQUES: I A.Except as amended in this document,the work in this section will conform with the WSDOT Standard Specifications: Division 2, Earthwork. Section 2-09, Excavation for Structures. I3.02 TOPSOIL: A. Strip sod and stockpile in County pit area adjacent to site. Strip topsoil(surface organic material),to a I! uniform depth to prepare for compacted stone base and surfacing. Stockpile location to be coordinated with County(Owner). Removal of topsoil from the site is not permitted. I . 3.03 DRAINAGE AND DEWATERING: 39 I HOH Shop Equipment Shed Project I Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS I A. Provide and maintain ample means and devices(including spare units kept ready for immediate use in case of breakdowns)to intercept and/or remove promptly and dispose properly of all water entering trenches and other excavations.Keep such excavations dry until the structures,pipes,and appurtenances to be built therein have been completed to such extent that they will not be floated or otherwise damaged. _ B.Dispose of all pumped or drained water without undue interference to other work,or causing damage to pavements,other surfaces,or property. Provide suitable temporary pipes,flumes,or channels for water that may flow along or across the work site. , C.Take all precautions necessary to prevent damage to the work by rain or by water entering the site,whether water entry be overland or by groundwater. 3.04 TRENCH EXCAVATION: A. General 1. Excavate trench by machinery to,or just below,designated subgrade when pipe is to be laid in granular bedding or concrete cradle, provided that material remaining at bottom of trench is only slightly disturbed. 2.Do not excavate lower part of trenches by machinery to sub-grade when pipe is to be laid directly on bottom of trench. Remove last of material to be excavated by use of hand tools,just before placing pipe, line the trench with sand. Form a flat or shaped bottom,true to grade, so that pipe will have a uniform and continuous bearing. Support on firm and undisturbed material between joints. B.Protection 1. Barricade and fence open excavations or depressions resulting from work during non-working hours and when not working in immediate area. ' C. Trench Width 1.Make pipe trenches as narrow as practicable and safe.Make every effort to keep sides of trenches firm and undisturbed until backfilling has been completed and consolidated. 2.Excavate trenches with vertical sides between elevation of center of pipe and elevation 1 foot above top of pipe. 3.Refer to plans for allowable trench widths within the pipe envelope for various types,sizes and classes of pipe. D.Trench Excavation in Fill ' 1.Place fill material to final grade in 8"lifts. Compact with mechanical compactor. Take particular care to ensure maximum consolidation of material under pipe location. E.Excavation near Existing Structures 1. Discontinue digging by machinery when excavation approaches pipes,conduits,or other underground structures. Continue excavation by use of hand tools(pot hole). 2.Excavate exploratory pits when location of pipe or other underground structure is necessary for doing work properly 3. Contractor is to schedule a private locate to identify the location of existing location of underground utilities 3. The existing County Fueling station is the primary construction in this parcel. Pot hole(hand dig) inspection holes to identify the exact location of existing underground utilities. F.Disposal of Unsuitable Soil 1.The Contractor shall notify the Owner if soil contamination is found or suspected during excavation. 2. Soil disposal and remediation method shall be an option outlined in the WSDOT Construction Manual. ' The Contractor is not to proceed with soil removal and remediation measures until instructed by the Owner to do so. 40 1 IQuilcene Replacement Shop Project Project Number: 180 543 1868 I) POST FRAMED SPECIFICATIONS 3. The disposal site location is to be coordinated with the Owner. G. Care of Vegetation and Property I1.Use excavating machinery and cranes of suitable type and operate with care to prevent injury to trees, particularly to overhanging branches and limbs and underground root systems. 2. All branch, limb, and root cuttings shall be avoided,except has noted otherwise. When required,they I shall be performed smoothly and neatly without splitting or crushing.Trim injured portions by use of a chainsaw or loppers for branches,or an ax when working with roots. Do not leave frayed,crushed,or torn edges on any roots 1"or larger in diameter or on any branches. Frayed edges shall be trimmed with I a utility knife. Do not use tree paint or wound dressing. 3.No construction materials and/or equipment are to be stored,piled,or parked within the trees'drip line. 5. Do not use or operate tractors,bulldozers,or other equipment on paved surfaces when treads or wheels I can cut or damage such surfaces. 6.Restore all surfaces which have been damaged by the Contractor's operations to a condition at least equal to that in which they were found before work commenced. Use suitable materials and methods for I restoration. 7.Aerate all grassed areas compacted by construction activities. 8.Utility lines encountered shall be restored as follows: I a. The Contractor shall document the location(including underground)and elevation of any utility lines encountered.The Contractor shall notify the Owner whenever a utility is encountered and submit the proposed method of restoring the utility for review and approval. All utility repairs shall be made prior to backfilling the trench. I H.Water Services (i) 1. No water service currently exists on the site. The contractor shall provide potable water as needed for construction operations,prior to the installation of the water service,provided under this contract. 2. The Contractor will coordinate with the Jefferson County PUD#1 Water Utility with respect to a water tap from the Quilcene water tower. This is located as shown on the Utilities Site plan,and is on the US I Forest Service property just across the eastern site property line. 3. The right of way along the east fence line of this parcel requires the removal of smaller trees and brush prior to the excavation of the trench. Remove trees whose root system has been damaged by the I excavation of the trench. Cut trunk off close to ground, let roots remain in ground. 4. The water meter,provided by the Jefferson County PUD#1 is to be 3/4—7/8"size. The new water service line is to 2"polyethylene water line with stainless steel couplings. The water service line is to I be fully bedded in 1/4"pea stone,below and above. Refer to additional trenching information above in this section. 5. Water system extends to the Solid Waste drop box site, see Utility Site Plan. Stub up water at Solid IWaste site, and terminate with a frost proof yard hydrant. 3.05 ROCK EXCAVATION: Not used. IA. ` 3.06 BACKFILLING: A. General I 1. Place fill material to final grade in 8" lifts,compact with mechanical compactor. 2. Do not place frozen materials in backfill or place backfill upon frozen material.Remove previously frozen material or treat as required before new backfill is placed. iB.Backfilling Excavations 1. Begin backfilling as soon as practicable and proceed until complete I 2. Material and Compaction 41 HOH Shop Equipment Shed Project Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS a.Paved and non-paved areas shall be backfilled as directed on the plans. Do not place stone or rock fragment larger than 2 inches within 2 feet of pipe in backfill.Do not drop large masses of backfill material into trench. Place backfill in 12" lifts and compact. C. Backfilling Around Structures 1. Do not place backfill against or on structures until they have attained sufficient strength to support the loads, including construction loads,to which they will be subjected. 2. At the modular unit, in particular, avoid unequal soil pressure by depositing material evenly around structure. Follow backfill recommendations provided by the perimeter foundation wall. End of Section 002220 Site Drainage and Dispersion Swale SECTION 002600 PART 1 —Dispersion swale 1.01 SUMMARY: A. The dispersion swale may not receive run-off until the entire contributing drainage area to the infiltration system has received final stabilization. 13. Heavy equipment and traffic shall be restricted from traveling over the dispersion swale to minimize compaction of the soil. C. Excavate the dispersion swale to the design dimensions.Excavated materials shall be placed in stockpile spoils at location coordinated with the Owner. Large tree roots must be trimmed flush with the surface of 0 the excavation. D. An 8 inch thick layer of compost amended topsoil is to be placed on the bottom and sides of the dispersion swale prior to hydro-seeding. The compost amended topsoil to be 70%blended topsoil and 30%sand by Short's Magical Soils, Shorts Family Farm 1594 Center Rd., Chimacum, WA 98325.360-732-4601. PART 2—Dispersion 2.01 SUMMARY: A. The sequence of various phases of construction shall be coordinated with the overall project construction schedule. A program should schedule rough excavation of the basin with the rough grading phase of the project to permit use of the material as fill in earthwork areas.The partially excavated basin,however, cannot serve as a sedimentation basin. B. Establish dense vegetation on the basin side slopes and floor is recommended. Erosion protection of inflow points to the basin shall also be provided. C. Selection of suitable vegetative materials for the swale side slope an bottom to be stabilized with vegetation and application of required lime,fertilizer,and shall be done in accordance with the NRCS Standards and Specifications and local Standards and Specifications for Soil Erosion and Sediment Control. D. Grasses of the fescue family are recommended for seeding following the placement of compost amended topsoil. Hydro-seed dispersion swale and all other disturbed areas. Fertilize and irrigate grasses to the point where the grass is established. Mow grass monthly too the point of Final Completion End of Section 002600 , 42 1 1 IQuilcene Replacement Shop Project Project Number: 180 543 1868 POST FRAMED SPECIFICATIONS IDDIVISION 03: CONCRETE 1.01 SUMMARY A. Work included: Provide all labor, materials,and equipment necessary to complete all Cast-in-Place(CIP) IConcrete work, as shown on the drawings and as described herein. Including,but necessarily limited to: 1. Concrete footings 2. Concrete slab on grade. I 3. Light post base. B. Concrete to be provided by a batch plant,delivered and placed by a ready mix truck. Provide delivery for concrete ticket(s)to owner. All concrete to be 4,000 PSI. I C. Use all necessary precautions to protect materials before,during and after installation. Protect the installed work and materials of all other trades,the property of others,and the public. I 1.03 QUALITY CONTROL A.Comply with governing codes and regulations. Use experienced installers.Deliver,handle,and store materials in accordance with manufacturer's instructions. l I B. Comply with provisions of following codes, specifications,and standards,except where more stringent requirements are shown or specified. 1. ACI 304"Specifications for Structural Concrete for Buildings" I 2. ACI 304"Measuring,mixing,Transporting and Placing Concrete" 3. ACI 318 "Building Code Requirements for Reinforced Concrete" 4. Concrete Reinforcing Steel Institute(CRSI)"Manual of Practice" Where provisions of pertinent codes and standards conflict with these specifications,the more stringent IC. provisions shall govern. D. Testing: Materials and installed work may require testing and retesting at anytime during progress of the Iii) work.Tests, including retesting of rejected materials for installed work, shall be coordinated and paid for by the Owner. 1.04 PRODUCT HANDLING A. Use all means necessary to protect cast-in-place concrete materials before,during, and after installation, and protect the installed work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner. I1.05 PROJECT CONDITIONS A. The Contractor shall be responsible for preparing the building site in accordance with the plans. The I contractor shall be responsible to familiarize themselves with the site prior to construction. B. Weather limitations: Proceed with installation only when the weather conditions permit materials to be installed with according to manufacturers written instructions an warrantee periods. IPART 2.00—PRODUCTS 2.01 MATERIALS A. Formwork: APA rated B-B Plywood forms sufficient for structural and visual requirements or approved Iequal. B. Reinforcement: 1. Bars: Deformed steel,ASTM A 615,Grade 60 I 2. Mesh: Welded steel wire fabric,ASTM A 185 3. Ties and Stirrups: Grade 40,ASTM A615 C. Concrete materials 1. Cement: Portland cement,ASTM C 150,type 1.Use same brand throughout for exposed work in order to maintain even coloring. 2. Aggregate: 60%sand,40% limestone,normal weight,ASTM C 33,free from iron oxide.Fine I aggregate is to be clean sand,hard and well graded. Maximum size of aggregate not more than three— 43 HOH Shop Equipment Shed Project Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS fourths of minimum clear spacing between reinforcing bars and not more than one-fourth of smallest dimension of the slab or member for which concrete is being used.For reinforced slabs,aggregate maximum of one-third of slab thickness.Crushed limestone must be used for exterior slabs. 3. Water: Use potable water as required for 4"slump. 4. Air entraining agent: 6% D. Admixtures,all with less than 1%chloride ions: 1. Water-reducing type and super plasticizer as required for workability;Euclid, Sika,L&M or approved equal.ASTM C494,Type"D". 2. Air-entraining type for use in exterior concrete and foundations exposed to freeze-thaw;Euclid, Sika, L&M or approved equal.ASTM C260,certified compatible. 3. Calcium chloride admixtures are not permitted. E. Miscellaneous Materials: 1. Water:Potable,clean and free from deleterious materials F: Concrete Selection: Design concrete mixes according to ACI 211.1,recommended practices,for proportions,for Normal Weight Concrete,and to meet the following conditions: 1. 4,000 psi for footings and posts pads 2. 4,000 psi for interior slabs 3. 4,000 psi for exterior slabs 4. Maximum of 6-1/2 gallons of water including free moisture in aggregate per sack of cement,except 6 gallons for 4,000 psi. 5. Minimum cement content, 6 sacks for 4,000 psi. 6. Slump: 4"maximum with minimum of 1"for slabs and concrete exposed to weather. 7. Aggregate graded to produce plastic mix. PART 3.00 EXECUTION 3.01 SURFACE CONDITIONS A. Inspection: prior to all work of this specification,carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence.Verify that all items to be embedded in concrete are in place.Verify that concrete may be placed to the lines and elevations indicated on the drawings,with all required clearance from reinforcement. 3.01 PREPARATION ' A. Thoroughly clean the areas to ensure proper placement and bonding of concrete. All debris to be removed and all forms to be wet. Notify the owner in writing at least 48 hours before placing concrete. 3.01 PLACING CONCRETE A. Method: Convey concrete from mixer to place of final deposit by methods that will prevent separation and loss of materials.For chuting,pumping,and pneumatically conveying concrete,use only equipment of such size and design as to ensure a practically continuous flow of concrete at the delivery end without loss or separation of materials. Deposit concrete as nearly as possible in its final position to avoid segregation due to rehandling and flowing. Place concrete as dry as possible consistent with good workmanship,never exceeding the maximum specified slump. B. Rate of placement: Place concrete at such a rate that concrete is at all times plastic and flows readily between bare bars. When placing is once started, carry it on as a continuous operation until placement of the panel or section is complete. Do not pour a greater area at one time than can be properly finished without checking;this is particularly important during hot and or dry weather. C. Compaction: Thoroughly consolidate all concrete by suitable means during placement,working it around al embedded fixtures and into corners of forms.During placement,thoroughly compact the concrete by hand tamping and by mechanical vibration. C D. Acceptability: Do not use retempered concrete or concrete that has been contaminated by foreign materials. E. Comply with ACI 301,304,305, 306, 311, 318,347,CRSI"manual of Standard Practice",and ASTM 44 IQuilcene Replacement Shop Project Project Number: 180 543 1868 POST FRAMED SPECIFICATIONS C94.Do not change mix design without approval. Calcium chloride admixtures are not permitted. F. Use great care in placing reinforcing and concrete on 6 mil polyethylene vapor barrier on slabs on grade. It is intended that the integrity of membrane be maintained. I • 3.04 CONSTRUCTION JOINTS I A. Make and locate construction joints so as to not impair the strength of the structure. Maximum area not to exceed 520 square feet(approximately 13'x 20'). Or as shown on the Engineered Building Design. B. Obtain the owner's approval of location of all construction joints and control joints in the work prior to I start of concrete placement. C. Use keyways and continue reinforcement through construction joints. D. Isolation joints: Provide between slabs and vertical elements such as columns or posts. I E. Control joints: provide sawn or tooled joints or removable insert strips;depth equal to 'A of slab thickness. Spacing to be equal, at 6'-0"to 8'-0"on center. I 3.05 LEVELING AND FINISHING: A. Tamp slabs with a`jitterbug'to depress the rock, screed, and then push float with a bull float as necessary. Take care that the wet slab meets the screeds accurately and does not rise above or lower below them. I Chamfer exposed edges/corners to provide straight lines. B. Elevations 1. Unless otherwise indicated on the drawings,make all slabs even and uniform in appearance and where no slope is required, level within plus or minus 1/8"in 10'-0". I C. Finishing: 1. Where floor slopes are indicated,slope slabs uniformly to provide an even fall for drainage. il) 2. Trowel slabs to a smooth,hard finish. 3. Where"broom finish"is indicated on the drawings,or where no other exterior slab finish is indicated on the drawings, finish the exposed concrete surface by lightly combing with a medium stiff broom after troweling is complete. Broom finish direction to be from back of shed to front of shed. I3.06 CURING A. Make all inspections and repairs necessary to ensure proper curing. I3.07 DEFECTIVE WORK: A. Inspection: Immediately after forms and curing membranes have been removed, inspect all concrete I surfaces and patch all pour joints,voids,rocks pockets,form tie holes,and other imperfections before the concrete is thoroughly dry. Patch voids and defects. I DIVISION 07: THERMAL AND MOISTURE PROTECTION SECTION 007200 THERMAL PROTECTION IPART 1.00 GENERAL • 1.10 SUMMARY A. Work included: provide all labor,materials, and equipment to complete all insulation as shown on the Idrawings and as described herein. 1.02 SUBMITTAL A.Product Data: Submit three(3)copies of product data to the County(Owner)for review including the tape to seal joints. Show all jointing,dimensions and conditions of connection with all other materials. I 45 HOH Shop Equipment Shed Project Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS . I (� 1.03 PRODUCT HANDLING A. Deliver materials to job site and store in a safe,dry place with all labels and markings intact. Handle,and store materials in accordance with manufacturer's instructions. _ B. Use all necessary precautions to protect insulation materials before,during and after installation. Protect the installed work and materials of all other trades,the property of others,and the public. 1.04 QUALITY CONTROL ' A. Comply with governing codes and regulations. Provide products of acceptable manufactures,which have been in satisfactory use in similar service for three years.Use experienced installers. Deliver,handle,and store materials in accordance with manufacturer's instructions. PART 2.00 PRODUCTS 2.10 MATERIALS A. Roofline Insulation: To prevent roof condensation and to decrease solar heat gain. 1. Roof insulation to be installed on the underside of the roof panels to be 2-%"fiberglass condensation insulation with the exposed facing laminated with one layer of WMP-50 by Lamtec or approved equal. 2. Surface burning characteristics not to exceed 25 flame spread and 50 smoke developed. Wind tested in accordance with ASTM E-84. As manufactured by Pacific Insulation or approved equal. Include 3" tabs. Seal with 1 %Z"double sided tape. Tape to be 514CW manufactured by Venture Tape or approved 111 equal. PART 3.00 EXECUTION 3.01 INSTALLATION A. Install specified material between framing members at underside of roofing. Do not crush material. SECTION 007410 SHEET METAL WORK PART 1 GENERAL 1.01 SUMMARY: A. Work included: Provide all labor,materials,and equipment necessary to complete all Sheet Metal Work as shown on the drawings and as described herein including,but not necessarily limited to: 1. All gutters and downspouts on Equipment shed(6"K type gutter&downspouts). 2.All gutters and downspouts on Modular unit(4"K type gutter&downspouts). 3. All rake edges and flashing 4. Ridge vents. 5. Sheet metal flashing,cap flashing 6. All other sheet metal detailed. 1.03 PRODUCT HANDLING • A. Deliver materials to job site and store in a safe,dry place with all labels and marking intact. Handle,and store materials in accordance with manufacturer's instructions. B. Use all necessary precautions to protect materials before,during and after installation. Protect the installed • work and materials of all other trades,the property of others,and the public. 1.04 QUALITY CONTROL: ' A. Comply with governing codes and regulations. Use experienced installers. 1.05 QUALITY ASSURANCE: , A. All work specified and included shall be done in an adequately equipped sheet metal shop,done by only well experienced and skilled workers in fabricator's shop with past experience and fully qualified to produce first 46 1 ' Quilcene Replacement Shop Project Project Number: 180 543 1868 POST FRAMED SPECIFICATIONS class workmanship during fabrication and installation. Sheet metal subcontractor shall be approved before the Contractor enters into contract agreement. Only best workmanship of the trade will be accepted. B. Details and standards are to be those included in the current"Architectural Sheet Metal Manual"as issued by Sheet Metal and Air Conditioning Contractors National Association, Inc. All sheet metal work is to be by accomplished by experienced and skilled workers in the fabrication and installation of architectural sheet metal. C. Protection: Use all necessary precautions to protect all sheet metal materials before,during and after installation. Protect the installed work and materials of all other trades,the property of others,and the public. D. Fully protect all work under this Section against damage of any kind until building project has reached the stage of Final Completion. Replace any damaged work at no cost to the Owner as directed. PART 2.00 PRODUCTS 2.01 MATERIALS: A. Provide building manufacturers pre-finished gutters and downspouts as shown on the plans. ' B. Use following materials: 1. Eave gutters shall be 6"Type"K"formed from pre-finished galvanized 26 gauge steel.The outside face ' of the gutter shall be supported with prefinished galvanized steel straps to the building fascia are at a maximum spacing of 3'-0". Attack with screws the gutter brackets to the equipment shed. Provide expansion type slip joints,centered as necessary to provide equal sections,where gutter lengths exceed 40 feet. Seal all joints in gutter with approved sealant. Color to be selected by Owner from ' manufacturer's list of standard colors. 2. Downspouts shall be pre-finished galvanized 26 gauge steel 4 x6"rectangular in shape. Secure each downspout to wall panels with pre-finished galvanized steel straps at top and bottom,and with maximum 5 feet(max.)unsecured length. Equip downspouts with a 45 degree elbow at bottom with downspout extension sion fit precast concrete splash blocks.Color to be selected by owner from manufacturer's selection of standard colors. Brackets: .063 thickness ' 3. All other trim, accessories,fasteners and devices as needed. 4. Roof vents: See section 013120 2.01 R C. Miscellaneous Materials and Accessories: ' 1. Solder: For the use with steel or copper,provide 50-50 tin/lead solder(ASTM B32),with rosin flux. 2. Fasteners: Stainless steel 3. Elastomeric Sealant: Generic type recommended by manufacturer of metal ' 4. Epoxy Seam sealer. 2-part noncorrosive metal seam cementing compound,recommended by metal manufacturer for exterior/interior non-moving joints including riveted joints. 5. Metal Accessories: Provide sheet metal clips,straps,anchoring devices and similar accessory units as required material being installed,noncorrosive,size and gage required for performance. ' 6. Roofing Cement: ASTM D2822,asphaltic. PART 3.00 EXECUTION I3.01 WORKMANSHIP: A. Gutters and roof edges are to be formed in sections as long as possible with clear sharp folds. All joints are to overlap and be covered with separate cover plate of same material. All joints are to be sealed with sealant ' flexible enough to accommodate thermal motion. At gutter ends and downspout drops,the finish is to be removed from materials, end caps and drops soldered in place and joint finish to match the body of the material. Downspouts to be secured to building with downspout straps matching downspouts. Cover joint with a separate piece of the same material attached to one side and shaped to match profiles. Gutters(and downspouts)are to be shop formed, site formed gutters(and downspouts)are not acceptable. B. Flashings are to be installed in lengths no longer than 8'. Joints are to be lapped minimum of 8". Entire lap ' to be sealed and exposed edge of flashing to be covered with separate 4"wide strip of the same material set 47 1 HOH Shop Equipment Shed Project Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS - I (� in sealant. !J C. Follow recommendations of SMACNA"Sheet Metal Manual". Allow expansion. Isolate dissimilar materials. D. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. E. The entire assembly must shed water. All joints to be tight and neat. All edges crisp and straight;joints cover. Neither leaks,surface mars, scratches or deformation, nor sealant misapplication will be allowed. Restore damaged components and finishes. Clean and protect work from damage. F. Form sheet metal as detailed. All bends to be sharp, straight,and true. No exposed edges to visible. Individual covers to be continuous and to be installed in perfect alignment with adjacent units and adjoining building systems. SECTION 007920: JOINT SEALANTS PART 1 GENERAL 111 1.01 General A. Work included: Provide and install sealants as follows: 1.Exterior wall joints and openings. 2.Other joints where caulking, sealant or compressible sealant is indicated B.Throughout the work, seal joints as required to provide a positive barrier against passage of moisture and passage of air. ' 1.02 Quality Assurance A.Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. 1.03 SUBMITTAL A. Product Data: Submit three(2)copies of product data to the Owner for review approve compliance with the specified requirements. Do not proceed with work without prior written approval of Submittal(s). 1.04 PRODUCT HANDLING A. Deliver materials to job site and store in a safe,dry place with all labels and markings intact. Handle,and store materials in accordance with manufacturer's instructions. ' B. Do not retain at the job site material which has exceeded the shelf life recommended by its manufacturer. PART 2 PRODUCTS ' 2.01 Building Sealants A. Acceptable manufacturer's: 1. Polyurethane sealants Sonneborne Chemrex 2. Silicone sealants: General Electric series 1001 3.Epoxy sealants: Sonneborne 4.Compressible sealant: Polytite Manufacturing B. Sealants General 1.Provide colors matching materials being sealed 2. Where sealant is not exposed to view,use manufacturer's standard color which as best performance. 3.Use non-sag sealant in vertical and horizontal joints 4. Before use of sealant, investigate its compatibility with surfaces,and other materials in joint system. ` 5.Use only compatible materials 6.Obtain sealants from manufacturers who will provide manufacturer's field service representatives at 48 1 IQuilcene Replacement Shop p Pro ect j Project Number: 180 543 1868 !:). POST FRAMED SPECIFICATIONS project site for purpose of advising and instructing installers 8. Interior non-wet areas use: I . a. polyurethane b. silicone 9. For interior wet areas use: Silicone I 10. For exterior use a. Polyurethane b. Silicone Polyurethane sealants IC. 1. One component D. Silicone sealants 1. One component I F.Joint cleaner,primer, bond breaker: as recommended by sealant manufacturer G. Sealant backer rod 1. Rod stock of polyethylene,polyethylene jacketed polyurethane foam, or other flexible,non-absorbent, I non-bituminous material recommended by sealant manufacturer to: a. control joint depth b. break bond of sealant at bottom of joint Ic. provide proper shape of sealant PART 3 EXECUTION I 3.1 Preparation A. Clean joints B. Where finish coating or covering is to be applied to surface(e.g.,paint),wait until such coating or covering thas been applied before installing sealant. 3.2 Installation IA. Make joints water and air tight B. Per manufacturer's recommendation,prime joint surfaces. Let primer dry. 1. Limit application to surfaces to receive sealants 2.Mask off adjacent surfaces IC. Make depth of sealant not more than one-half width of joint,but in no case less than 6 mm(1/4 in). D. Sub-caulk joints without suitable backstop,to proper depth E. Install correctly sized backer rods. I F. Apply bond breaker as required or recommended by sealant manufacturer G. Tool sealants using sufficient pressure to fill voids H. Upon completion, leave caulking smooth and even I I. Install compressible sealant to position at indicated depth 1. Take care to avoid contamination of sides of joint 2. Protect side walls of joints (to depth of caulking) I 3. Install with adhesive faces in contact with joint sides J. Install to completely fill voids K. Install epoxy sealants in accordance with manufacturer's recommendations. I I 49 HOH Shop Equipment Shed Project 111 Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS I 0 DIVI DOORS SECTION SION 008100 08: STEEL DOORS AND FRAMES 1.0 General 1.01 Summary A. Work included: Provide all labor,materials,and equipment necessary to complete all steel doors and frames as shown on the drawings and as described herein. 1.02 Submittals A. Shop drawings: submit 3 copies of shop drawings to Owner for review. Show all jointing dimensions and conditions of connection with all other materials. B. UL label required on door and frame where scheduled. Scheduled label is minimum required.Remove labels for painting,re-install after doors and frames painted. 2.0 Products 2.01 Materials: Choose alternatives from below 3.0 Execution 3.01 Installation A. Fabricate work to be rigid, neat and free from seams,defects,dents,warp, buckle,and exposed fasteners. Install doors and frames in compliance with SDI-100,NFPA 80,and requirements of authorities having jurisdiction. B. Provide thermally improved doors with maximum U-value of 0.24 btu/hr/sq.ft./degree F(ASTM C236) for all exterior doors and elsewhere as noted. C. Hardware: prepare doors and frames to receive hardware as scheduled. Provide for 3 silencers on frame. D. Shop Finish: 1. Clean,treat and prime paint all work with rust-inhibiting primer comparable with finish paint specified in Division 9 section 2. Touch-up damaged primer coatings and leave ready to receive fmish painting 3.02 DOOR DESCRIPTION A. DOOR TYPE 1. Commercial quality door,rated for exterior use 2. Pre hung pre-hung is steel frame. B. DOOR CONSTRUCTION 1. 1-1/2"thick expanded polystyrene core R=5 min. 2. 1-3/4"smooth 18 ga. Steel skin with flush top and inverted bottom channel. Rolled edge and mechanically interlocked. 3. painted white with polyester paint system 4. Perimeter capped with heavy extruded vinyl U channel;chip and split resistant 5. Bottom edge sealed with 2 coats clear moisture proof sealant. C. FRAME CONSTRUCTION 1. 16 GA 2. Each door is individually packed and sent with necessary installation hardware and installation instructions I 3. Sill is a low profile design which complies with the ADA handicap accessible guidelines. 4. It is 5"deep and 1/2"high,to prevent dirt accumulation and to ensure an easy,consistent door closing. D. HARDWARE 1. Door is mounted to the frame by three, stainless steel,4"x4"fixed pin hinges. 2. Stainless steel keyed lockset installed. 3. Door panel is strengthened with 3/4"dimensional perimeter lumber at the location for entry lock and dead bolt. 50 1 Quilcene Replacement Shop Project Project Number: 180 543 1868 POST FRAMED SPECIFICATIONS E. WEATHERSTRIPPING 1. The frame and header have weather-stripping sent loose for field application. Aluminum base with single seal bulb of extruded neoprene 2. The door sweep is fabricated of a dual durometer vinyl consisting of three flexible wands and a rigid base. ' F. DOOR LITES 1. 10"x10"lite sealed insulating glass consisting of 2 pieces of 1/8"tempered glass with a'h"dead air space. SECTION 008710 FINISH HARDWARE PART 1-GENERAL ' 1.1 DESCRIPTION A. Work included: 1. Furnish finish hardware required to complete the work. 2. Furnish trim attachments and fastenings, specified or otherwise required,for proper and complete installation; B. Related work: ' 1. Documents affecting work of this section shall include the General Conditions. 2. Installation of finish hardware is described in other sections of these specifications. 1.2 SUBMITTALS A. Comply with pertinent provisions of the General Conditions. B. Product data: After the Contractor has received Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this section. a. Note that the Finish Hardware Schedule is included in Part 3 of this section. b. Substitutions will be considered as part of the Substitution process. ' c. Approval of this list by the Owner will not relieve the Contractor of the responsibility to provide all finish hardware items required for the work even though such required items may not have been shown on the approved list. I1.4 PRODUCT HANDLING A. Comply with pertinent provisions of the General Conditions. B. Individually package each unit of finish hardware, complete with proper fastenings and appurtenances, ' clearly marked on the outside to indicate contents and specific locations in the work. PART 2-GENERAL I 2.1 GENERAL A. Fasteners: 1. Furnish necessary screws,bolts,and other fasteners of suitable size and type to anchor the hardware in ' position for long life under hard use. 2. Where necessary,furnish fasteners with,expansion shields,Chicago screws,and other anchors approved by the Owner/Architect,according to the material to which the hardware is to be applied and according ' to the recommendations of the hardware manufacturer. 3. Provide fasteners which harmonize with the hardware as to finish and material. 2.2 KEYING A. Provide cylinders at all locks on this project that are compatible with the County `Best' brand keying system. B. Key Equipment shed locks all alike 51 HOH Shop Equipment Shed Project Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS 0 C. Key modular office unit locks all alike. D. Provide(6)six original(factory made)keys for both locks to owner. Keys to be stamped `do not duplicate'. 2.3 TOOLS AND MANUALS 111 A. Turn over product documentation(including any special tools)to the Owner. 2.4 ACCEPTABLE PRODUCTS , A. Single source for items: 1. Except as specifically otherwise approved in advance by the Owner, furnish for each item only the product of a single manufacturer. 2. To the maximum extent practicable,furnish similar items only as the product of a single manufacturer. 2.5 OTHER MATERIALS A. Provide other materials,not specifically described but required for a complete and proper installation,as selected by the Contractor subject to the approval of the Owner PART 3—EXECUTION 3.1 DELIVERIES A. Stockpile items sufficiently in advance to assure their availability,and make necessary deliveries in a timely manner to assure orderly progress of the total work. Protect all materials from weather and store in a secure location. 3.2 COORDINATION A. Coordinate as necessary with other trades to assure proper and adequate provisions in the work of those trades for interface with the work of this section. B. Upon completion of the work,and as a condition of its acceptance,provide inspection and adjustment as I required for proper operation of all hardware. 3.3 FINISH HARDWARE SCHEDULE ' A. Furnish the following exterior hardware for each of two personnel doors at enclosed equipment shed. To include that noted below. Hardware is to securely attached,and sealed for a complete and coordinated hardware installation. (1)threshold (1)weather strip(jambs&head) (1)sweep(at sill) ' (1)kick plate (1)door stop (1)exterior latch set (1)dead bolt lock with `Best' brand cylinder,compatible with County Keying system.Key on exterior, thumb turn on the interior. SECTION 008360 OVERHEAD SECTIONAL DOORS - PART ONE-GENERAL 1.01 Section Includes: Sectional overhead door,manually operated,with accessories and components. 1.02 Related Work: A. Opening preparation,miscellaneous or structural steel work,access panels finish or field painting are in the Cscope of work of other trades and divisions of these specifications. 52 1 IQuilcene Replacement Shop Project Project Number: 180 543 1868 POST FRAMED SPECIFICATIONS lb 1.03 Reference Standards A. ANSI/DASMA 102—American National Standards Institute [A216.1] Specifications for sectional overhead doors published by Door&Access Systems Manufacturer Association,International in bulletin I 102-1990. B. ASTMA123 —Hot-dipped galvanized coatings on iron and steel products. ' C. ASTM A216—Specifications for sectional overhead type doors. D. ASTMA229—Steel wire, oil-tempered for mechanical springs. E. ASTM A-653-94—Steel sheet, galvanized by the hot-dipped process,commercial quality. F. ASTM D1929—Ignition temperature test to determine flash and ignition temperature of foamed plastics. G. ASTM E84-91A—Tunnel test for flame spread and smoke developed index. H. ASTM E330—Structural performance of exterior windows,curtain walls and doors by uniform static air pressure difference. I I. ASTM E413-87—Sound transmission class.Acoustical performance value=21 per. J. ASTM E1332-90—Outdoor-indoor transmission class.Acoustical performance value= 18. I 1.04 Quality Assurance A. Sectional overhead doors and all accessories and components required for complete and secure installations shall be manufactured as a system from one manufacturer. ' Sectional overhead doors shall be tested and labeled certifying compliance with ASTM D192 and ASTM E84-91A standards. 1.05 System Description ' A. Sectional Overhead Door: Type: `Thermospan 125' or approved equal; B. Mounting: Continuous angle mounting for jambs. il) C. Operation: manual push-up D. Material: Galvanized steel with polyester finish paint E. Insulation: Polyurethane I 1.06 Submittals: A. Shop Drawings: Clearly indicate the following: 1. Design and installation details to withstand required wind-load. 2. All details required for complete operation and installation. 3. Hardware locations. 4. Type of metal and finish for door sections. II 5. Finish for miscellaneous components and accessories. B. Product Data: Indicating manufacturer's product data,and installation instructions. I 1.07 Delivery,Handling, Storage A. Deliver products in manufacturer's original containers,dry,undamaged, seals and labels intact. - B. Store and protect products in accordance with manufacturer's recommendations. I1.08 Warranty A. Provide manufacturer's standard seven year warranty against separation/degradation of the polyurethane foam from the steel skin. Submit standard manufacturer's(20)twenty year warranty against cracking, splitting or deterioration of steel skin. PART TWO-PRODUCTS I! 2.01 Manufacturer A. Wayne-Dalton `Thermospan 125' insulated sectional overhead doors of steel construction complete as specified in this section and as manufactured by Wayne-Dalton,Mt. Hope,Ohio; or approved equal. 53 I . HOH Shop Equipment Shed Project , Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS ' 2.02 Materials A. Door Sections: Shall be of steel/polyurethane/steel sandwich type construction with thermal break and calculated materials "R"-value of 10.79, in accordance with industry guidelines. . 1. Exterior Skin: Structural quality,hot-dipped galvanized embossed steel with finish of baked-on polyester primer and white polyester finish 2. Interior Skin: Structural quality,hot-dipped galvanized steel,factory finished(FF)with a polyester primer and white finish coat. Interior skin shall have two 1 3/4"roll-formed integral struts sealed with polypropylene rib caps per section. 3. Ends of section shall be sealed with 18 or 16 gauge hot-dipped galvanized steel full-height end caps. 4. Insulation: Cavity shall be filled with foamed-in-place CFC free polyurethane core. 5. Insulated sections shall be tested by an I.C.B.O. certified laboratory in accordance with ASTM E-84- 91A and shall achieve a Flamespread Index of 10 or less,and a Smoke Developed Index of 210 or less. 6. Insulation material shall be tested by an I.C.B.O. certified laboratory in accordance with ASTM D-1929 and shall achieve a minimum Flash Ignition temperature of 734 degrees F,and a minimum Self Ignition temperature of 950 degrees F. 7. Insulated sections shall be tested and meet all requirements of the UBC 17-5 corner burn. B. Track: Track design shall be standard lift.Vertical mounting angles shall be hot-dipped galvanized.Track size shall be 3".Vertical track shall be graduated to provide wedge type weather-tight closing with continuous angle mounting for jambs, and shall be fully adjustable to seal door at jambs. Horizontal track shall be reinforced with continuous angle of adequate length and gauge to minimize deflection. C. Hardware: Hinge and Roller Assembly: 1. Hinges and brackets shall be made from hot-dipped, galvanized steel. 2. Track rollers shall be case-hardened inner steel races with 10-ball 3"rollers. 3. All factory authorized attachments shall be made at locations indicated and reinforced with backup plates. D. Counterbalance: 1. Springs shall be torsion type, low-stress, helical wound,oil-tempered spring wire to provide minimum 50,000 cycles of use on continuous steel shaft. 2. Spring fittings and drums made of die cast,high strength aluminum. 3. Pre-formed galvanized steel aircraft cable shall provide a minimum of a 5:1 safety factor. 2.03 Operation A. Operation shall be manual push-up. 2.04 Locks A. Locks shall engage the right-hand vertical track and utilize,use standard size rim cylinder,compatible with the County's `Best' brand keying system. 2.05 Weather-stripping A. Doors shall be equipped with co-polymer joint seals between sections and vinyl "bulb" shaped astragal - provided on the bottom section. Optional top head seal and jamb seals are available. - 2.06 Glazing A. Not used 2.07 Windload ' A. Windload-per 2012 IBC,and as required by local codes. 1 54 1 ■►, IQuilcene Replacement Shop Project Project Number: 180 543 1868 POST FRAMED SPECIFICATIONS lb PART THREE:EXECUTION I . 3.01 Installation A. General: I1. Install doors in accordance with manufacturer's instructions and standards. Installation shall be by an authorized Wayne-Dalton representative; or approved equal. 2. Verify that existing conditions are ready to receive sectional overhead door work. 3. Beginning of sectional overhead door work means acceptance of existing conditions. I B. Install door complete with necessary hardware,jamb and head mold strips,anchors, inserts,hangers,and equipment supports in accordance with final shop drawings,manufacturer's instructions,and as specified herein. C. Fit,align and adjust sectional overhead door assemblies level and plumb for smooth operation. D.Upon completion of final installation lubricate,test and adjust doors to operate easily,free from warp,twist or distortion and fitting for entire perimeter. 1 SECTION 009910—PAINTING I PART 1-GENERAL 1.1 DESCRIPTION A. This section specifies field painting. IB. Section specifies prime coats which may be applied in a shop. 1.2 RELATED WORK IPA. SHOP PRIME PAINTING OF STEEL AND FERROUS METALS: SECTION 1.3 SUBMITTALS A. Submit PRODUCT DATA,AND COLOR SAMPLES I B. Manufacturer's Literature and Data: All coats on a particular substrate must be from a single manufacturer.No variation from the Master Painters Institute(MPI) "Approved Product List"where applicable is acceptable. I C. Paint to be manufactured by Benjamin Moore or equal as approved by Owner. C. Sample color and finish: 1. After painters'materials have been approved and before work is started submit brush outs showing each I type of finish and color specified. 2. Manufacturer's paint substituted for Federal Specification paints meets or exceeds performance of paint specified. I1.4 DELIVERY AND STORAGE ` A. Deliver materials to site in manufacturer's sealed container marked to show following: I 1. Name of manufacturer. 2. Product type. 3. Batch number. 4. Instructions for use. I 5. Safety precautions 6. Type and surface preparation of area to be applied too. B. Maintain space for storage, and handling of painting materials and equipment in a neat and orderly condition to prevent spontaneous combustion from occurring or igniting adjacent items. D. Store materials at site at least 24 hours before using,at a temperature between 18 and 30 degrees C(65 and 85 degrees F). I 55 HOH Shop Equipment Shed Project t Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS 1.6 APPLICABLE PUBLICATIONS • A. Publications listed below form a part of this specification to the extent referenced. Publications are referenced in the text by basic designation only. B. Master Painters Institute(MPI): " I No.27-12 Exterior/Interior Alkyd Floor Enamel, Gloss(FE) No. 94-12 Exterior Alkyd, Semi-Gloss(EO) No. 95-12 Fast Drying Metal Primer PART 2-PRODUCTS 2.1 MATERIALS A. Exterior Alkyd,Flat(EO): MPI 8. B. Exterior Alkyd Enamel(EO): MPI 9. C. Exterior Alkyd, Semi-Gloss(EO): MPI 94. E. Fast Drying Metal Primer:MPI 95. 2.2 PAINT PROPERTIES A. Use ready-mixed(including colors),except two component epoxies,polyurethanes,polyesters,paints having metallic powders packaged separately and paints requiring specified additives. B. Where no requirements are given in the referenced specifications for primers,use primers with pigment and vehicle,compatible with substrate and finish coats specified. 2.3 REGULATORY REQUIREMENTS/QUALITY ASSURANCE A. Paint materials shall conform to the restrictions of the local Environmental and Toxic Control jurisdiction. 1. VOC content for solvent-based paints shall not exceed 250g/1 and shall not be formulated with more 0 than one percent aromatic hydro carbons by weight. PART 3 -EXECUTION 3.1 JOB CONDITIONS A. Safety: Observe required safety regulations and manufacturer's warning and instructions for storage, handling and application of painting materials. 1. Take necessary precautions to protect personnel and property from hazards due to falls, injuries,toxic fumes, fire,explosion,or other harm. 2. Deposit soiled cleaning rags and waste materials in metal containers approved for that purpose. Dispose of such items off the site at end of each days work. B. Atmospheric and Surface Conditions: 1. Do not apply coating when air or substrate conditions are: a. Less than 3 degrees C(5 degrees F)above dew point. b. Below 10 degrees C(50 degrees F)or over 35 degrees C(95 degrees F), unless specifically pre- approved by the Contracting Officer and the product manufacturer.Under no circumstances shall application conditions exceed manufacturer recommendations. 2. Maintain interior temperatures until paint dries hard. 3. Do no exterior painting when it is windy. . I 4. Do not paint in direct sunlight or on surfaces that the sun will soon warm. 5. Apply only on clean,dry and frost free surfaces. 3.2 SURFACE PREPARATION A. Method of surface preparation is optional,provided results of finish painting produce solid even color and texture specified with no overlays. B. General: 1. Remove prefinished items not to be painted such as lighting fixtures, escutcheon plates,hardware,trim, and similar items for reinstallation after paint is dried. 56 1 ' Quilcene Replacement Shop Project Project Number: 180 543 1868 POST FRAMED SPECIFICATIONS 2. Remove items for reinstallation and complete painting of such items and adjacent areas when item or adjacent surface is not accessible or finish is different. ' _ 3. See other sections of specifications for specified surface conditions and prime coat. 4. Clean surfaces for painting with materials and methods compatible with substrate and specified finish. Remove any residue remaining from cleaning agents used. Do not use solvents,acid, or steam on ' concrete. C. Ferrous Metals: 1. Remove oil,grease, soil,and other detrimental foreign matter with solvent cleaning. 2. Fill dents,holes and similar voids and depressions in flat exposed surfaces of hollow steel doors and frames,and access panels. 3. Spot prime abraded and damaged areas in shop prime coat which expose bare metal with same type of paint used for prime coat. Feather edge of spot prime to produce smooth finish coat. ' E. Galvanized Metal 1. Clean surfaces to remove grease,oil and other deterrents to paint adhesion in accordance with solvent cleaning. ' 2. Spot coat abraded and damaged areas of zinc-coating which expose base metal on hot-dip zinc-coated items with MPI 18 (Organic Zinc Rich Coating).Prime or spot prime with MPI 134(Waterborne Galvanized Primer)or MPI 135 (Non-Cementitious Galvanized Primer)depending on finish coat compatibility. F. Masonry,Concrete,Cement Board,Cement Plaster and Stucco: 1. Clean and remove dust,dirt,oil,grease efflorescence,form release agents,and other deterrents to paint ' adhesion. 2. Use emulsion type cleaning agents to remove oil, grease,paint and similar products. Use of solvents, acid,or steam is not permitted. 3. Remove loose mortar in masonry work. 11) 3.3 PAINT PREPARATION A. Thoroughly mix painting materials to ensure uniformity of color,complete dispersion of pigment and ' uniform composition. B.Do not thin unless necessary for application and when finish paint is used for body and prime coats.Use materials and quantities for thinning as specified in manufacturer's printed instructions. I C. Remove paint skins,then strain paint through commercial paint strainer to remove lumps and other particles. D. Mix two component and two part paint and those requiring additives in such a manner as to uniformly ' blend as specified in manufacturer's printed instructions unless specified otherwise. E. For tinting required to produce exact shades specified,use color pigment recommended by the paint manufacturer. 3.4 APPLICATION A. Start of surface preparation or painting will be construed as acceptance of the surface as satisfactory for the application of materials. IB. Unless otherwise specified,apply paint in three,coats;prime,body, and finish. When two coats applied to prime coat are the same, first coat applied over primer is body coat and second coat is finish coat. C. Apply each coat evenly and cover substrate completely. ' D. Allow not less than 48 hours between application of succeeding coats, except as allowed by manufacturer's printed instructions,and approved by the Owner. E. Finish surfaces to show solid even color,free from runs, lumps,brushmarks, laps,holidays, or other defects. F. Apply by brush,roller or spray,except as otherwise specified. I. Do not paint in closed position operable items such as access doors and panels, window sashes,overhead ' doors,and similar items. 57 HOH Shop Equipment Shed Project Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS 3.5 PRIME PAINTING A. After surface preparation prime surfaces before application of body and finish coats,except as otherwise specified. B. Spot prime and apply body coat to damaged and abraded painted surfaces before applying succeeding coats. C. Additional field applied prime coats over shop or factory applied prime coats are not required except for exterior exposed steel apply an additional prime coat. 3.6 EXTERIOR FINISHES A. Apply following finish coats where specified: B. Steel and Ferrous Metal, 1. Two coats of MPI 9 Exterior Alkyd Enamel. 2. Equipment without factory finish except for primer: One coat MPI 8 Exterior Alkyd C. Concrete/Concrete board 1. General: a. Clean and prepare concrete board. Use joint concealer to prepare joints for finish. b. Mix as specified in manufacturer's printed directions. c. Do not mix more paint at one time than can be used within four hours after mixing.Discard paint that has started to set. 2. Use two coats of TT-P-1411 (Paint,Co-polymer-Resin,Cementitious(CEP)),unless specified otherwise. a. Do not mix more paint at one time than can be used within four hours after mixing.Discard paint that has started to set. B. Building and Structural Work not Painted: 1. Prefinished items: a. Casework,wall covering, and similar items specified factory finished under other sections. b. Factory finished equipment and pre-engineered metal building components such as metal roof and wall panels. 2. Finished surfaces: a. Hardware b. Anodized aluminum, stainless steel,chromium plating, copper,and brass,except as otherwise specified. c. Signs, fixtures,and other similar items integrally finished. 3. Concealed surfaces: a. Inside crawl spaces,attics. b. Inside walls or other spaces behind access doors or panels. c. Surfaces concealed behind permanently installed casework and equipment. 4. Moving and operating parts: • a. Shafts, chains, gears,mechanical and electrical operators, linkages,and sensing devices. b. Tracks for overhead doors. 5. Labels:Not used 6. Galvanized metal: a. Exterior chain link fence and gates,corrugated metal areaways, and gratings. b. Gas Storage Racks.. 7. Rot resistant treated wood at office entry ramp, and staff access steps. l\ 58 Cluilcene Replacement Shop Project ' Project Number: 180 5431868 POST FRAMED SPECIFICATIONS DIVISION 10 SECTION 010340 EXTERIOR PROTECTION I PART ONE—GENERAL 1.01 Description of Work: I A. Provide and install anchor skirting,with ventilation screen at the perimeter of the foundation of the modular unit. B. Anchor skirting product to be`Duraskirt' as manufactured k by hCrea duty Concrete of Mount Vernon,WA; www.duraskirt; or approved equal;3/4 1.02 Safety n the panels. A. Use precautions when lifting and carrying P B. Wear eye protection at all times during installation. C. Wear protective clothing. Some parts are sharp or heavy. D. Use proper lifting techniques installing the pais o p e cjuries. ' E. Wear a dust mask or respirator while uttl concrete inhalation. PART TWO-MATERIALS 2.01 Manufacturer and Code requirements I Panel to Rim Joist Gap:Concrete needs a breathing space of no le strips between" o t untreated d wood. If and the panels than A• lace 90 lb. g are needed closer than th"to untreated wood,p untreated wood approved surface that the home is B. Loading Pressure: Anchor skirting must be installed on the same app supported from. A typical minimum weight bearing surface is 1 skirting exceed 450PSFAnchor skirting panels do a footing to support them. The or skirting not designed t ovl �� �wi Access Location: Crawlspace access point to be located odulare water shut-off. See plan for C. Crawlspace location under the landing to of the 25"staff x steps on the east side of I 1. Access well to 2. Access door to crawl space to be 25"x 25"min. rted and 3. Install per manufactures recommendations. i and other utility drains must be suppo I D. Utility Vents and Drains: Hot water blow-offs, Sewer P P round routing. have a downward slope all the way out through ting. the skirting,or below via underg Install screening on both E. For a ratio of 1 sq ft vent to 300 sq ft of crawls p ace,at a modular unit 56' long. Ilong sides of the modular at the 1-1/2" gap. PART THREE—EXECUTION ' 3.01 Manufacturer and Code requirements A. Install bellyband trim if not already existing on modular unit. B. Crawlspace access in location shown on plan. Located under landing at the staff steps on the east side of the modular. I - C. Install hidden type vent on the two long sides of the modular office. D. 1/4"Welded wire mesh. E. Installation Tips the panel I 1. Holes can be put anywhere in the surface and be almost any size. 2. To make a hole is to use a small bit in a rotohammer thammer eaed chisel and hole. chip through P from the face and allow it to break out the back along P 3. Then tap out the remaining concrete with a hammer. 4. Cut the reinforcing wire. 5. Note: Panels with geo-textile fabric poured in are intended to be installed with the fabric at the bottom I 59 HOH Shop Equipment Shed Project I C./ Project Number: 180 543 1858 POST FRAMED of the panel with the fabric extended perpendicular to the panel on the side the panel that the SPECIFICATIONS will be. ckfill 6. Note: The panels are marked on the back side of each one. They must be installed correctly or fail to hold the backfill. The mark must be on the side opposite of the backfill. y they will F. Installation Steps . , 1. If panels need cut to the height,Note: Cut the top edge off so th fabric will remain in 4 n the bottom of the 2. Each panel is supported at the top corners with a joist fastener. The fastener can span the joint t support the upper corners of two panels. The joist fastener must be within J o the 3. Start installing panels at a corner. Install per manufactures recommendations. Note: Panels over. the corners. overlap at G. Install crawl space access door and well in accordance with manufacturers recommendations. H. Backfill: endations. 1. The heavy duty panels can hold dry backfill up to 6"from the top. 2. Do not use saturated backfill I 3. Do not mechanically compact next to skirting. Walking the fill in tight is recommended. "If hand compacting is desired or needed add an extra joist fastener i panel, then carefully hand compact." I in the middle section of each END OF SECTION 010340 SECTION 010440: FIRE EXTINGUISHERS I. PART 1 GENERAL I ` 1.01 SUMMARY: Provide portable fire extinguishers and mount on brackets. Install as indicated on plans. 1.02 SUBMITTALS: Submit for approval: product data. I 1.03 QUALITY ASSURANCE: Comply with governing codes and regulations. Provide products acceptable to the Owner,and which have been in satisfactory use in similar service e years. Use experienced installers. Deliver,handle, and store materials in ervice for three I instructions. in accordance with manufacturer's PART 2 PRODUCTS I 2.01 MATERIALS. Fire extinguishers_ UL listed and labeled units;J.L. Industries or approved roved e purpose dry chemical type, 5 lb. PP equal:Multi- ' PART 3 EXECUTION 3.01 INSTALLATION A. Install with wall-hung brackets at locations and heights indicated and acceptable to I jurisdiction. p authorities having B. Install materials and systems in accordance with manufacturer's instructions and approved sub Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. p mittals. C.Restore damaged finishes and test for proper operation. Clean and protect work from ppearance. damage. I I 60 I IQuilcene Replacement Shop Project Project Number: 180 543 1868 POST FRAMED SPECIFICATIONS lb13: SPECIAL CONSTRUCTION SECTION 013120: POST FRAME ENGINEERED BUILDING I - PART 1.00 GENERAL 1.01 SUMMARY Work included: Provide the Post Frame Engineered Building package and all labor to construct,to IA. complete building frame as shown on the drawings and as described herein: 1. Structural posts and wall framing 2. Roof Trusses and framing • 3. Roof and Sidewall metal cladding. 4. Fastening 5. Sealant I B. Drawings indicate the intent of the Owner with regard to the type of building construction required. The dimensions shown on the drawings shall not be changed without approval of the Owner. C. Following the execution of the contract,the contractor will have two weeks time to submit the engineered I design for the post framed structures. Following the successful completion of the permitting process,and issue of the permit to the contractor,the contract construction period will start. I 1.02 PRODUCT HANDLING A. Deliver materials to job site and store in a safe,dry place with all labels and markings intact. 1. Contractor shall schedule delivery of materials to avoid extended on-site storage and to avoid delaying I the Work. 2. All stored products shall be supported to prevent contact with the ground. 3. Product should be covered to protect from moisture, but still allowed to breathe. B. Use all necessary precautions to protect materials before,during and after installation.After installation,all IP panels shall be covered to prevent contact with moisture on exposed edges. C. Protect the installed work and materials of all other trades,the property of others,and the public. I 1.03 QUALITY CONTROL A. Comply with governing codes and regulations.Use experienced installers. Deliver,handle, and store materials in accordance with manufacturer's instructions. I B. Codes and Standards: 1. In addition to complying with the pertinent codes and regulations of governmental agencies having jurisdiction,unless otherwise specifically directed or permitted by the Engineer, I 2. Comply with: a. "Products Use Manual"of the Western Wood Products Association for selection and use of products included in that manual. I b. "Plywood Specification and Grade Guide"of the American Plywood Association. C. Construction Conferences: 1. Pre-construction conference: Review methods and procedures related to post frame building systems. a. The Owner's rep will establish the date,time and place for the Pre-construction conference. The Idate of the meeting will be not later than five working days after the Notice to Proceed. b. Site conditions,access and staging. Construction schedule IC. d. Required tests and inspections 2. Construction progress meeting to be scheduled on a weekly basis at a time to suit both the Contractor and the Owner. These meetings are intended to be brief and supportive of the progress of the project. 3. The Owners rep will draft Meeting Notes and distribute them to the project team for review and comment. I61 I HOH Shop Equipment Shed Project Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS 0 1.04 DESIGN - ' A. Engineered building package, shall include the following: 1. Structural design that shall conform to the requirements of the 2012 IBC. The building Contractor shall provide structural design and submitted plans that shall be wet signed and wet sealed by a qualified - ' professional engineer licensed in Washington State. Submit to JCPW and JC DCD for review. B. Building design shall comply with the following design requirements. 1. Design of wood members shall be in accordance with formulas published in the latest edition of the National Design Specification for Wood Construction". 2. Trusses shall conform to Truss Plate Institute's"Design Specification for Metal Plate Connected Wood Trusses". ' 1.05 SUBMITTALS A. The contractor shall provide four(4)complete sets of the building structural drawings including a temporary bracing plan. Deliver two wet signed sets each to JCPW and JC DCD. Indicate assembly dimensions, locations of the structural members,connections,attachments,openings,cambers, loads,and sheathing, nailing schedule wall and roof system dimensions,blocking for equipment supported by structure,general construction details and anchoring.All design drawings and design calculation shall be signed and sealed by a licensed professional engineer(State of Washington)responsible for its preparation. B. Informational Submittals: 1. Qualifications: For qualified erector,manufacturer and professional engineer. 2. Engineered Submittal: Comply with performance requirements and design criteria, including analysis data and design calculations sign and sealed by a licensed professional engineer(State of Washington) responsible for their preparation. 3. Warrantees: Submit sample of warrantees. 4. Installation instructions from vendor/supplier. C. Closeout submittals required for the release of retainage 1. Maintenance information 2. Affidavit of wages paid 3. Certified payroll records 4. Waiver of lien 5. Statutory requirements for release of retainage. PART 2.00 PRODUCTS ' 2.01 MATERIALS AS SUPPLIED FOR EQUIPMENT SHED; Provide Post Frame Engineered building as follows. A. General: The engineered wood frame building system is a treated wood post and wood roof truss system. B. Slope: The gable roof slope starting at front and back walls and terminating at the center line ridge ft clear span. The truss system not to exceed 6'-0"feet o.c. Slope gable roof at 5/12. C. Height: the nominal eave heights for the building shall be per plans. D. Materials: All material shall be completely fabricated and prepared for shipment knocked down including any necessary crating and bundling.All parts are to be accurately made,true to dimension,and clearly - marked according to shop drawings, so that erection and assembly may be performed with ease. E. Primary Framing: • I 1. Columns(Posts) a. Treated lumber: Douglas Fir#1 or better-finished 4 sides.Pressure treatment of Wolman preservative CCA Type C in accordance with AWPA Standard P5.The minimum preservative shall be 0.60-pcf retention. Cut ends to be treated with copper arsenate,Type III. b. Untreated lumber: Douglas Fir#1 or better-finished 4 sides c. Nails: .113 in diameter,4 in long ring shank nails hot dipped galvanized. d. Uplift blocks to be treated 2"x6"x12"of.60 pcf preservative retention,fastened with 20 d galvanized ring shank nails. e. Splash plank two rows of 2"x6"tongue and groove Treated lumber: Douglas Fir#2 or better-finished 62 i ' Quilcene Replacement Shop Project Project Number: 180 543 1868 POST FRAMED SPECIFICATIONS 4 sides.Pressure treatment of Wolman preservative CCA Type C in accordance with AWPA Standard P5. The minimum preservative shall be 0.40-pcf retention. f. Wall girts to be SPF#2 or better 2"x6"placed per structural design,against posts 24"o.c.maximum. ' g. Header at entrance to equipment bays to be glue laminated beams to suit loads. G. Prefabricated wood trusses with pitch as shown on plans. Metal plates to be galvanized steel ASTM A446, grade a, coating G60.All lumber M.S.R. graded to be used. ' 1. Design a. Trusses shall be designed in accordance with this specification and where applicable design feature is not specifically covered herein,design shall be in accordance with the applicable provisions of the latest edition of the American Forest&Paper Association's("AP&PA's")National Design Specification for Wood Construction(NDS),the Truss Plate Institute's(TPI's)National Design Construction(ANSI TPI 1), and the legal requirements of the applicable local jurisdiction. ' b. Truss manufacture shall furnish Truss Design Drawings prepared in accordance with the statues and regulations of the state where the trusses are to be installed. 1) The Truss Manufacturer shall furnish a Truss Placement Plan,which shall provide at a minimal ' the location assumed for each truss based on the Truss Manufacturer's interpretation of the Construction Design Documents. 2) All Truss Design Drawings and Truss Placement Plans shall be submitted to the Owner(two ' sets)and Jefferson County Department of Community Development(two sets)for review and comment prior to the manufacturing of the trusses. 2. The Truss Design Drawings shall include as minimum information ' a. Top Chord Pitch: 5/12 b. Bottom Chord Pitch: 0/12 (flat) c. Spacing: 72"O.C. max d. Span: 40' ' e. Required Bearing Width: 5-1/2" f. Design Loads as Applicable g. Adjustments to lumber and metal connector plate values for conditions of use. h. Each reaction force and direction. i. Metal connector plate type,size,thickness,or gauge, and the dimensioned location of each metal connector plate except where symmetrically located relative to the joint interface; Lumber size, ' species,and grade for each. Connection requirements for: i. truss to truss girder ii. truss plywood to plywood ' iii. field splices j. Calculated deflection ratio and/or maximum deflection for live and total load. k. Maximum axial compression forces in the truss members to enable the Building Designer to ' design the size,connection and anchorage of the permanent continuous lateral bracing; and 1. Required permanent truss member bracing locations to prevent buckling of compression members. 3. Lumber I a. Lumber used for trusses shall be in accordance with published values of lumber rules writing agencies approved by Board of Review of American Lumber Standards Committee. Lumber shall be identified by grade mark of a lumber inspection bureau or agency approved by that Board,and shall ' be as shown on the Truss Design Drawings. b. Moisture content of lumber shall be no less than 7%nor greater than 19%at time of manufacturing. c. Adjustment of value for duration of load or conditions of use shall be in accordance with AF&PA's National Design Specification for Wood Construction(NDS). 4 Metal Connector Plates: a. Metal connector plates shall be manufactured by a Wood Truss Council of America("WTCA") member plate manufacturer and shall not be less than .0306 inches in thickness(20 gauge)and shall ' meet or exceed ASTM A653/A653 M grade 33,and galvanized coating shall meet or exceed ASTM 63 HOH Shop Equipment Shed Project , Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS I 0 A924/924M,coating designation G60. Working stresses in steel are to be applied to effectiveness ratios for plates as determined by test and in accordance with ANSI/TPI 1. b. In highly corrosive environments,special applied coatings or stainless steel may be required. c. At the request of Owner,a WTCA member plate manufacturer shall furnish a certified record that materials comply with steel specifications. 5 Manufacturing a. Trusses shall be manufactured in a properly equipped manufacturing facility of a permanent nature. Trusses shall be manufactured by experienced workers,using precision cutting,jigging and pressing equipment and shall meet the quality requirements of ANSI/TPI 1. Truss members shall be accurately cut to length, angle,and true-to-line to assure proper fitting joints with tolerances set forth in ANSI/TPI 1. L. Provide necessary lateral bracing as per drawing. Lateral bracing to be 2"x4" SPF No.2 or better. Finished 4 sides, 18%maximum moisture content.All material to be straight,flat,and uniform. Identify all lumber by stamp grade.Lateral bracing will lap past 1' on each side. M.Provide necessary roof purlins for 24"o.c spacing. Roof purlins to be 2"x6" SPF No. 2 or better.Finished 4 sides, 18%maximum moisture content.All material to be straight,flat,and uniform. Identify all lumber by stamp grade. All purlins to be fabricated and factory cut to length.Purlins placed on edge,fasten with pole barn nails. Roof purlins will lap past 1' (one foot)one each end. N. Roof metal cladding to be 24 GA `Kynar/Flourpon' type steel pane or finish or approved equal. 82,000 psi minimum tensile Grade E,prime steel,per ASTM A446 1) Paint system to be Siliconized polyester: a. Surface preparation of Caustic cleaning,acid pickling,fluxing b. Rinse c. Phosphate coating ( d. Rinse e. Sealing rinse f. Primer coat.2 mil urethane on both sides of steel g. Finish coat of.8 mil dry thickness Siliconized polyester h. 30%low gloss to give the flat soft appearance i. 20 year warranted system for fade, chalk,crack and crazing 2) The ribbed roof panel shall be precision roll-formed to provide 36"net coverage a. Roof steel with 3/4"tall major corrugation 9"o.c.with two minor ribs symmetrically 111 b. spaced between the major ribs. c. Anti siphon lock to prevent water from being siphoned at side lap.Panel side laps shall be formed by lapping major ribs at the panel edges. The under lapping rib shall have full bearing legs to support the side lap. Panel laps to be sealed with a concealed bead of sealant. 3) Color to be selected from manufacturer's standard colors. Color on roofing to be different than side wall cladding. 4) Screw fastened with#12 x 1-1/2"painted screws w/#12 x 5/8"stitch screw as per drawings and specifications. Long life coating DT2000 with 2000 hours salt spray testing JS500 plating system with 500 hours salt testing a. Vulcanized sealing washer b. High hex head for excellent driver bit control c. Threads: usually high torque capacity along with fluting on the hardened,deep thread design gives thread relief during run-in,relieving torque and eliminating rollover.Note: specially sharp piercing for instant panel penetration 5.) Inner and outer foam closure system used. 1"wide cross-linked closed cell polyolefm with interlocking(dovetailing) O. Sidewall metal cladding to be 26 ga. EPS steel panel 1. G-60 base galvanizing ASTM A653 2. 82,000 psi minimum tensile Grade E,prime steel,per ASTM A446 64 rQuilcene Replacement Shop Project Project Number: 180 543 1868 1-2.) POST FRAMED SPECIFICATIONS 3. Paint system to be Siliconized polyester • Surface preparation of Caustic cleaning,acid pickling, fluxing • Rinse ' • Phosphate coating • Rinse ' • Sealing rinse • Primer coat.2 mil urethane on both sides of steel • Finish coat of.8 mil dry thickness Siliconized polyester ' • 30%low gloss to give the flat soft appearance • year warranted system for fade,chalk,crack and crazing 4. The ribbed roof panel shall be precision roll-formed to provide 36"net coverage • Roof steel with 3/4"tall major corrugations at 9"o.c. with two minor ribs symmetrically spaced between the major ribs. • Anti siphon lock to prevent water from being siphoned at side lap. Panel side laps shall be formed by lapping major robs at the panel edges.The under lapping rib shall have full bearing legs to support the side lap. Panel laps to be sealed with a concealed bead of sealant. 5. Color of choice to be selected by Owner from the manufacturer's list of standard colors. Sidewall color to be different color than roofing material color. ' 6. Screw fastened with#12 x 1-1/2"painted screws w/#12 x 5/8"stitch screw as per drawings and specifications: • long life coating DT2000 with 2000 hours salt spray testing • JS500 plating system with 500 hours salt testing • Vulcanized sealing washer • High hex head for excellent driver bit control • Threads: usually high torque capacity along with fluting on the hardened,deep thread design gives thread relief during run-in,relieving torque and eliminating rollover. Point: specially sharp piercing for instant panel penetration ' P. Metal trims work provided by steel panel manufacturer to match color selection for roof or sidewall,as applicable. 1. Pre-finished steel ridge cap ' 2. Pre-finished steel rake and corner trim 3. Painted fascia trim of angle/post trim 4. Steel thickness to be 26 GA ' 5. G-60 base galvanizing ASTM A653 a. LFQ lock forming quality prime steel. b. Paint system to be Siliconized polyester,to match roof steel: • Surface preparation of Caustic cleaning, acid pickling, fluxing ' • Rinse • • Phosphate coating I • Rinse • Sealing rinse • Primer coat o .2-mil urethane on both sides of steel • Finish coat of.8 mil dry thickness Siliconized polyester i • 30%low gloss to give the flat soft appearance Q. Roofline Insulation: To prevent roof condensation and to decrease solar heat gain. 1. Roof insulation on the underside of the roof panels to be 2-%2"fiberglass condensation insulation with the exposed facing laminated with one layer of WMP-50 by Lamtec or approved equal. 2. Surface burning characteristics not to exceed 25 flame spread and 50 smoke developed. Wind tested in accordance with ASTM E-84. As manufactured by Pacific Insulation or approved equal. Include 3" ' tabs. Seal with 1 Y2"double sided tape. Tape to be 514CW manufactured by Venture Tape or approved 65 HOH Shop Equipment Shed Project 111 Project Number: 180 543 1858 POST FRAMED SPECIFICATIONS equal. - , R. Roof vent—Gravity type: 1. Provide and install(9"X 10'-0")gravity type roof ventilator as shown at the enclosed shop. a. Low profile design, aerodynamically proportioned to exclude weather - ' b. Bird screen(1/4"mesh hardware cloth) c. Exterior parts are 26 GA G90,galvanized steel d. Interior parts to be 20 GA. e. Lifter arms and damper slides are of 18 GA f. Lifter chain operation with wall mounted lever mechanism to adjust and lock the ventilator. g. Ventilator to be configured to fit roof slope. h. Install closures to seal metal roofing with ribs i. End closure plates j. Factory prime painted. 111 k. As manufactured by `Rigid Building Systems' of Houston,Texas,or approved equal. 1. Paint(two coats epoxy paint rated for this application)with brush to match color of roofing material,prior to installation of the roof vent. I PART 3.00 EXECUTION 3.01 INSTALLATION A. Framing and furring: All framing shall be built into structure using proper size and types of materials, properly secured as shown on the drawings(and contractor provided engineering design),according to best trade practice and method and as directed. Whenever possible,use continuous lengths accurately cut and fitted. Material split while nailing or other fastening will be rejected. Use all straight materials for studs, plates, backing, etc. Warped materials may be cut into short lengths. Horizontal members shall always be placed with the materials crown up. Do not split members when fastening; drill holes near ends. All framed openings to be straight and true vertically and horizontally with right angles maintained at corners. 1/8" overall maximum allowed deviance from vertical or horizontal on all faces and sides of framed openings. Plywood sheathing is to have panel end joints to occur at framing member. B. Wood framing: Comply with recommendations of NFPA Manual for House Framing,NFPA 1 Recommend Nailing Schedule,and NFPA National Design Specifications for Wood Construction. PART 4.00 WARRANTIES A. The engineered building contractor shall supply a warranty,which will provide that the engineered building will meet the wind and snow loads specified for the project. B. The engineered building contractor will warrant for a period of twenty years to correct by repair or replacement,at manufacturer's option any treated structural posts in its engineered building package that fail due to decay,rot or insect damage. C. The engineered building materials vendor will warrant for a period of twenty years to correct by repair or replacement at manufacturer's option the paint system utilized on the roll form roof and siding steel, if under normal atmospheric conditions(which term excludes corrosive or aggressive atmospheres such as those contaminated with chemical fumes or salt spray),the paint system 1. Peel,check, chip,or crack(except for such crazing or slight cracking as may occur on roll formed edges or brake bends) 2. Chalk in excess of a numerical rating of 8 3. Fade in excess of 5 units NBS D. The engineered building contractor will warrant for a period of one year to correct,by repair or replacement at manufacturer's option, any defect in the material or workmanship in any part or product included in the engineered building package. END OF SECTION 013120 66 1 IQuilcene Replacement Shop Project 1 Project Number: 180 543 1868 Modular Office Unit 13 Section 013120 MODULAR OFFICE UNIT—INSTALLATION ONLY IA. General Conditions-Procurement 1. Modular Office Unit to be procured by the County(Owner)and delivered by the successful Vendor to I the Quilcene site. 2. Size of modular to be 12' x 56' (nominal),confirm actual dimensions. 3. Construction of the recessed foundation. The bid price for the setting and installation of the Modular I Unit to be shown on Bid Form where indicated. The cost of the procurement of the Modular Office Unit is not in this contract. 4. Schedule for the delivery to be coordinated with the modular vendor. IB. General Conditions—Modular Unit 1. Modular Office Unit to comply with the requirements of 2012 1BC with local amendments. IC. Foundation 1. Provide design wet signed and dated by a licensed professional Engineer,(in the State of Washington) JC DCD. Show that the installation will be in compliance with applicable codes. Ito 2. Set and secure modular components on foundation per manufacturer`s recommendation and these specifications in accordance with local building codes. 3. With pressure treated 2x8 sill plates anchored to foundation wall as required. I 4. Unless noted otherwise, install a 4"(UNO)min. concrete slab on grade(SOG). Reinforce per foundation engineering design. I) D. Site Work 1. Install sediment control barriers and install up to 100 linear feet of standard silt fence as required. 2. Stockpile spoils from excavation at location as coordinated with the Owner. A portion of the excavation Imaterials to be used as fill to promote positive drainage away from the modular unit. E. Backfill foundation,rough grade and final grade. I 1. A portion of suitable excavated material from the foundation to be spread on site within 20'of foundation walls to assure positive drainage away from the building. 2. Prepare for seeding the area approximately 20 feet from the modular unit. Finish grade and seed all disturbed areas. Mulch seeded area with straw. Irrigate as required to establish grass areas. IF. Utilities 1. The unit electrical service shall consist of a 200 amp, 120/240 volts three-wire panel board complete I master and branch circuit breakers(16 slot minimum capacity). The panel board will be located in a readily accessible and safe location inside the unit. 2. JC PUD#1 to connect electrical service line to pad mounted transformer. Fees from JC PUD#1 to be I - paid directly to JC PUD#1. Electrical subcontractor to connect to Modular Office. 3. Contractor(plumber)to connect to water service line. 4. Contractor(plumber)connect sewer outlet(s)to septic tank drain. I End of Section 013120 S I 67 I Quilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT ELECTRICAL SPECIFICATIONS DIVISION 16 SECTION 016010 -ELECTRICAL GENERAL PROVISIONS 1.01 RELATED DOCUMENTS A. The general provisions of the contract including General and Special Conditions and general Requirements shall apply to all work under this Section. 1.02 REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS , A.Equipment, fixtures,material and installation shall conform to the requirements of the local Building Department,the serving utility companies,the National Electrical Code,National Electrical Safety Code,Life Safety Code, Occupational Safety and Health Act,and applicable national,state and local codes,ordinances and regulations. B.All equipment shall be equal to or exceed the minimum requirements of NEMA, IEEE,and UL. C. Should any change in Drawings or Specifications be required to comply with governmental regulations, ' the Contractor shall notify the Owner prior to execution of the Work.The work shall be carried out according to the requirements of such code in accordance with the instruction of the Owner and at no additional cost to the Owner. D.The provisions of Standards,Codes,Laws,Ordinances,etc.,shall be considered minimum requirements. In case of conflict between their published requirements,the Owner's Representative shall determine which is to be followed and his decision shall be binding. Specific requirements of this specification or the drawings,which exceed the published requirements, shall take precedence over them. 1.03 FEES A.All local fees,permits,and services of inspection authorities shall be obtained and paid for by the Contractor.The Contractor shall cooperate fully with local companies with respect to their services. Contractor shall include in his bid any costs to be incurred relative to power service(primary and/or secondary)and telephone service. 1.04 SCOPE OF WORK A. This division of the specifications covers the electrical systems of the project. It includes work performed by the electrical trades as well as trades not normally considered as electrical trades. B. Provide all incidentals,equipment, appliances, services,hoisting, scaffolding, supports,tools, supervision, labor consumable items,fees, licenses, etc.,necessary to provide complete systems. Perform start-up and checkout on each item and system to provide fully operable systems. C. Examine and compare the Electrical Drawings with these specifications,and report any discrepancies between them to the Owner and obtain from him written instructions for changes necessary in the work. At time of bid the most stringent requirements must be included in the bid. D.Examine and compare the Electrical Drawings and Specifications with the Drawings and Specifications of other trades,and report any discrepancies between them to the Owner and obtain from him written instructions for changes necessary in the work.At time of bid,the most stringent requirements must be included in said bid. E. Contractor to call in request for locate prior to the start of excavation. Before installation,make proper provisions to avoid interferences in a manner approved by the Owner. All changes required in the work of the Contractor, caused by his neglect to do so, shall be made by him at his own expense. F. It is the intent of the Drawings and Specifications to provide a complete workable system ready for the Owner's operation.Any item not specifically shown on the Drawings or called for in the Specifications, but normally required to conform with the intent,are to be considered a part of the Contract. 68 1 IQuilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT ELECTRICAL SPECIFICATIONS G.All materials furnished by the Contractor shall be new and unused(temporary lighting and power I products are excluded)and free from defects.All materials used shall bear the Underwriter's Laboratory, Inc. label provided a standard has been established for the material in question. I1.05 REFERENCES A.Utilize the following abbreviations and definitions for discernment within the Drawings and Specifications. 1 I 1.Abbreviations a)NEC National Electrical Code. b)OSHA Occupational Safety and Health Act. I c)ANSI American National Standards Institute. d)NFPA National Fire Protection Association. e)ASA American Standards Association. If)IEEE Institute of Electrical and Electronics Engineers. g)NEMA National Electrical Manufacturers Association. h)UL Underwriters'Laboratories,Inc. i)IES Illuminating Engineering Society. j)ICEA Insulated Cable Engineers Association. k)ASTM American Society of Testing Materials. I 1)ETL Electrical Testing Laboratories, Inc. m)CBM Certified Ballast Manufacturers. n)EIA Electronic Industries Association. o)LED Light Emitting Diode. 1' p)OEM Original Equipment Manufacturer. 1.06 DEFINITIONS I A. "PROVIDE" means to supply,purchase,transport,place, erect,connect,test, and turn over to Owner, complete and ready for regular operation,the particular Work referred to. B. "INSTALL" means to join,unite,fasten, link, attach, set up,or otherwise connect together before testing I and turning over to Owner,complete and ready for regular operation,the particular Work referred to. C. "FURNISH" means to supply all materials, labor,equipment,testing apparatus,controls,tests, accessories, and all other items customarily required for the proper and complete application for the I particular Work referred to. D. "WIRING"means the inclusion of all raceways,fittings,conductors,connectors,tape,junction and outlet boxes, connections, splices,and all other items necessary and/or required in connection with such I Work. E. "CONDUIT" means the inclusion of all fittings, hangers, supports, sleeves,etc. F. "AS DIRECTED" means as directed by the Architect/Engineer,or his representative. G. "CONCEALED" means embedded in masonry or other construction, installed behind wall furring or I . within double partitions,or installed above hung ceilings. 1.07 COORDINATION OF THE WORK IA. Certain materials will be provided by other trades.Examine the Contract Documents to ascertain these requirements. B.Carefully check space requirements with other trades and the physical confines of the area to insure that I all material can be installed in the spaces allotted thereto including finished suspended ceilings and the spaces within the existing building.Make modifications thereto as required and approved. C.Transmit to other trades all information required for work to be provided under their respective Sections I in ample time for installation. 69 I Quilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT CD ELECTRICAL SPECIFICATIONS c. D. Wherever work interconnects with work of other trades,coordinate with other trades to insure that all ., trades have the information necessary so that they may properly install all the necessary connections and equipment. Identify all items of work that require access so that the ceiling trade will know where to install access doors and panels. E. Coordinate,project and schedule work with other trades in accordance with the construction sequence. F. The Drawings show only the general run of raceways and approximate location of outlets.Any significant changes in location of outlets,cabinets,etc.,necessary in order to meet field conditions shall be brought to the immediate attention of the Owner and receive his approval before such alterations are made.All such modifications shall be made without additional cost to the Owner. G. Obtain from the Owner in the field the location of such outlets or equipment not definitely located on the Drawings. H. Circuit"tags" in the form of arrows are used where shown to indicate the home runs of raceways to electrical distribution points.These tags show the circuits in each home run and the panel designation. Show the actual circuits numbers on the finished record drawings and on panel directory card. Where circuiting is not indicated,Electrical Subcontractor must provide required circuiting in accordance with the loading indicated on the drawings and/or as directed. I.Adjust location of conduits,panels, equipment,pull boxes,fixtures,etc.to accommodate the work to prevent interferences,both anticipated and encountered. Determine the exact route and location of each raceway prior to fabrication. 1. Right-of-Way: a)Lines that pitch have the right-of-way over those that do not pitch. For example: plumbing drains normally have right-of way. Lines whose elevations cannot be changed to have right-of-way over lines whose elevations can be changed. b)Make offsets,transitions and changes in direction in raceways as required to maintain proper headroom in pitch of sloping lines whether or not indicated on the Drawings. J. Wherever the work is of sufficient complexity,prepare additional Detail Drawings to scale similar to that of the bidding Drawings,prepared on tracing medium of the same size as Contract Drawings. With these layouts,coordinate the work with the work of other trades. Such detailed work to be clearly ' identified on the Drawings as to the area to which it applies. Submit for review Drawings clearly showing the work and its relation to the work of other trades before commencing shop fabrication or erection in the field. K. Coordinate with the Jefferson County PUD#1 and the Centurylink Telephone Company(and/or Embarq)as to their requirements for service connections and provide all necessary materials,labor and testing. L.Coordinate with contractors for work under other Divisions of this specification for all work necessary to accomplish this contractor's work. 1.08 EXAMINATION OF SITE ' A.Prior to the submitting of bids, it is highly recommended that the prospective Contractor shall visit the site of the job and shall familiarize himself with all conditions affecting the proposed installation and shall make provisions as to the cost thereof. Failure to comply with the intent of this paragraph will in no way relieve the contractor of performing all necessary work shown on the Drawings. 1.09 PROGRESS OF WORK A. The Contractor shall order the progress of his work to conform to the progress of the work of other trades and shall complete the entire installation as soon as the conditions of the building will permit. Any cost resulting from the defective or ill-timed work performed under this section shall be borne by the Contractor. B. The Contactor team is to be available to meet with the General Contractor and the Owner as needed on a weekly basis to review progress of work,and address any construction issues. 70 1 IQuilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT t ELECTRICAL SPECIFICATIONS I. 1.10 DELIVERY, STORAGE,AND HANDLING A. Ship and store all products and materials in a manner that will protect them from damage,weather and entry of debris. If items are damaged,do not install, but take immediate steps to obtain replacement or repair.Any such repairs shall be subject to review and acceptance of the Owner. IB.Deliver materials in manufacturer's unopened container fully identified with manufacturer's name,trade name,type,class, grade, size and color. C. Store materials suitably sheltered from the elements. Store all items subject to moisture damage in Iclean,dry,heated spaces. 1.11 EQUIPMENT ACCESSORIES IA.Provide supports,hangers,and auxiliary structural members required for support of the work. B.Furnish and set all sleeves for passage of raceways through structure,floors and other construction. C. Wall mounted equipment may be directly secured to wall by means of fasteners rated for the purpose. I1.12 OPERATIONS AND MAINTENANCE MANUALS A.General: Provide operations&maintenance(O&M)manuals in accordance with the Contract I Documents. 1. Provide two(2)copies of each manual. 2. Manuals shall be 8-1/2 inches X 11 inches in hard cover 3-ring loose-leaf binders. I 3. Manuals shall be complete and in Owner's hands prior to turning building over to Owner and at least 10 days prior to instruction to operating personnel. _ B. Provide manufacturer's literature as regularly published by the respective manufacturers for proper preventative and comprehensive maintenance. IC. Provide O&M manuals including but not limited to the following: 1.Alphabetical list of all system components,with the name,address,and 24-hour phone number of the company responsible for servicing each item during the first year of operation. I 2. Operating instructions for complete system including: a. Normal starting,operating,and shut-down. b. Emergency procedures for fire or failure of major equipment. c. Summer and winter special procedures, if any. d. Day and night special procedures, if any. 3. Maintenance instruction including: Ia)Proper lubricants and lubricating instructions for each piece of equipment, and date when lubricated. b)Necessary cleaning,replacement and/or adjustment schedule. I 4.Manufacturer's data for each piece of equipment including: a)Installation instructions. • b)Drawings and specifications. I • c)Parts list, including recommended items to be stocked. d)Complete wiring diagrams. e)Marked or changed prints locating all concealed parts and all variations from the original system design. I 0 Test and inspection certificates. D. Refer to individual specification sections for additional O&M requirements. II 1.13 RECORD DOCUMENTS A. During construction,keep an accurate record of all deviations between the work as shown on drawings and that which is actually installed.Keep this record set of prints at the job site for review by the Owner. I71 I Quilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT • ELECTRICAL SPECIFICATIONS B.Upon completion of the installation and acceptance by the owner,transfer all record drawing ., information to one neat and legible set of prints.Then deliver them to the Owner. 1.14 GUARANTEE A.Guarantee all material and workmanship for a period of one(1)year from date of final acceptance by the Owner,except that where guarantees or warranties for longer terms are specified herein,such longer term to apply. Within 24 hours after notification,correct any deficiencies that occur during the guarantee period at no additional cost to the Owner,all to the satisfaction of the Owner.Obtain similar guarantees from subcontractors,manufacturers, suppliers and sub-trade specialists. PART 2 -PRODUCTS 2.01 MATERIALS A.Applicable equipment and materials shall be listed by Underwriters'Laboratories and Manufactured in accordance with ASME,NEMA,ANSI or IEEE standards,and as approved by local authorities having jurisdiction as mentioned in Division 1. B. If products and materials are specified or indicated on the Drawings for a specific item or system,use those products or materials.If products and materials are not listed in either of the above,use first class products and materials, subject to approval of Shop Drawings where Shop Drawings are required or as approved in writing where Shop Drawings are not required. 2.02 SUBSTITUTION OF MATERIALS OR EQUIPMENT , A.All requests for substitution of materials or equipment shall be made in writing by the Contractor. The ) request must be in the Owner's office not less than 5 calendar days prior to the bid date. Samples of proposed substitute materials or equipment shall be submitted to the Owner for review whenever they are requested.Bids shall be based only upon the specified materials and equipment,or substitutes that have received written acceptance from the Owner prior to the bid. B. Wherever the words "for approval" or"approved" are used in regard to manufactured specialties,or wherever it is desired to substitute a different make or type of apparatus for that specified, submit all information pertinent to the adequacy and adaptability of the proposed apparatus,and secure the Owner's acceptance before apparatus is ordered. C. Wherever quantities or a definite make and size of apparatus is specified,the make and size of apparatus which is proposed must conform substantially(in regard to the operating results)to that specified or implied. Same shall apply to important dimensions relating to operation of apparatus in coordination with the rest of the system,or to properly fitting it into available space conditions.Any substitution of equipment or apparatus shall include all necessary revisions,as required to complete the installation. D.Acceptance of substitutions,for equipment specified herein,will not be given merely upon submission of manufacturer's names and will be given only after receipt of complete and satisfactory performance data covering the complete range of operating conditions in tabular and graphical form. Furnish complete and satisfactory information relative to equipment dimensions,weight,etc.Acceptance of all equipment specified or shown on the Drawings,or substitutions submitted for that specified or shown on the Drawings,will be granted if such equipment, in the opinion of the Owner,conforms to the performance requirements,space conditions,weight requirements and quality requirements.Any additional construction and design costs incurred as a result of any accepted substitution shall be borne by the Contractor.The opinion and determination of the Owner shall be final. 2.03 SHOP DRAWINGS '- A. All drawings shall be submitted sufficiently in advance of field requirements to allow ample time for checking and re-submittal as may be required.All submittals shall be complete and contain all required and detailed information. 72 IQuilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT f ELECTRICAL SPECIFICATIONS I. B.Acceptance of any submitted data or Shop Drawings for material,equipment apparatus, devices, arrangements, and layout shall not relieve Contractor from responsibility of furnishing same of proper • dimensions and weight,capacities,sizes, quantity, quality and installation details,to efficiently perform I the requirements and intent of the Contract. Such acceptance shall not relieve Contractor from responsibility for errors,omissions,or inadequacies of any sort on submitted data or Shop Drawings. C.Refer to individual specification sections for additional submittal requirements. PART 3 -EXECUTION 3.01 INSTALLATION A.Follow manufacturer's instructions for installing,connecting,and adjusting all equipment. Provide one I copy of such instructions to the Owner/Architect/Engineer before installing any equipment. Provide a copy of such instructions at the equipment during any work on the equipment. Provide all special supports,connections,wiring, accessories,etc. I B.Use mechanics skilled in their trade for all work. C.Keep all items protected before and after installation. Clean up all debris. D.Before commencing Work, examine all adjoining,underlying,etc.,Work on which this Work is in any I way dependent for perfect workmanship and report any condition which prevents performance of first class work. Become thoroughly familiar with actual existing conditions to which connections must be made or which must be changed or altered. I3.02 PREMIUM TIME WORK A. Not used t) 3.03 EXCAVATION, TRENCHING AND BACKFILL A. Provide excavation for the Work.Excavate all material encountered,to the depths indicated on the awed. frm he, d ml reirer utr f backf Providdr e ings gradingor requir,as may Remove be necessao ryt,e to prevent sit surface excavate water ateria from s not flowing into on enches itable or or other ll. I excavations. B. Remove any water accumulating therein.Provide sheeting and shoring as may be necessary for the I protection of the Work and for the safety of personnel. C. Provide trenches of widths necessary for the proper execution of the Work. Grade bottom of the trenches accurately to provide uniform bearing and support the Work on undisturbed soil at every point I along its entire length. Line trench with sand. D. Except where rock is encountered,do not excavate below the depths indicated. Where rock excavations are required. Excavate rock to a minimum over-depth of four(4")inches below the trench depths I indicated on the Drawings or required. Backfill over-depths in the rock E. Fill excavation and unauthorized over-depths with loose granular,moist earth,thoroughly machine • tamped,to a compaction level of at least 95 percent to standard protector density. IF. Whenever unstable soil that is incapable of properly supporting the Work,as determined by Owner, is encountered in the bottom of the trench, remove soil to a depth required and backfill the trench to the proper grade with coarse sand,fine gravel,or other suitable material. G. Excavate trenches for utilities to a depth that will provide the following minimum depths of cover from I ' existing grade or from indicated finished grade,whichever is lower,unless otherwise specifically shown: 1. Primary electric service: four(3)feet(minimum) I 2. Secondary electric service:three(3)feet(minimum) 3. Telephone service:three(3)feet(minimum) "K H. Trenches shall not be placed within ten(10)feet of foundation or soil surfaces which must resist Ihorizontal forces. 73 Quilcene Replacement Shop Project ' Project Number: 180 543 1868 FUEL SYSTEM PROJECT ' ELECTRICAL SPECIFICATIONS H. Do not backfill trenches until all required tests have been preformed and the installation observed by the ., Owner.Comply with the requirements of other-sections of these specifications.Backfill shall consist of non-expansive soil with limited porosity. Deposit in(8")eight inch layers and thoroughly and carefully tamp until the Work has a cover of not less than one(1)foot.Backfill and tamp remainder of trench at twelve(12") inch intervals until complete.Uniformly grade the finished face.Backfill and tamp with compaction at least equal to the surrounding area. 3.04 CUTTING,PATCHING AND REPAIRING , A. The work shall be carefully laid out in advance.Where cutting,channeling,chasing or drilling of floors, walls,partitions,ceilings or other surfaces is necessary for the proper installation, support or anchorage of outlets or other equipment,the work shall be carefully done.Any damage to the building,piping, , equipment etc. shall be repaired by skilled mechanics of the trades involved at no additional cost to the Owner. B. Whenever metal support channels are cut,the bare metal shall be cold galvanized. I 3.05 DEMOLITION AND CONTINUANCE OF EXISTING SERVICES A.All existing electrical services shall remain as they presently exist. B. Should any existing services interfere with new construction,the Contractor is to bring this to the attention of the Owner in writing. Practical solution options will be discussed and agreed upon prior to continuing work. C.Under no circumstances shall existing services be terminated or altered unless deemed necessary by the Architect/Engineer or specified herein; also,prior to altering any existing situation,the Contractor shall notify the Owner in writing giving two(2)weeks advance notice of planned alteration. D. It shall be solely the Contractor's responsibility to guarantee continuity of present facilities(with respect to damage or alteration due to new construction)and any unauthorized alteration to existing equipment shall be corrected by the Contractor to the Owner's satisfaction at the Contractor's expense. 3.06 CLEANING UP A. Contractor shall take care to avoid accumulation of debris,boxes,crates,etc.,resulting from the installation of his work. Contractor shall remove from the premises each day all debris,boxes,etc.,and keep the premises clean. B. Contractor shall clean up all fixtures and equipment at the completion of the project. C. All switchboards,panelboards,wireways,trench ducts,cabinets and enclosures shall be thoroughly vacuumed clean prior to energizing equipment and at the completion of the project.Equipment shall be opened for observation by the Owner as required. 3.07 WATERPROOFING ' A. Avoid, if possible,the penetration of any waterproof membranes such as roofs,walls, and the like. If such penetration is necessary,perform it prior to the waterproofing and furnish all sleeves or pitch- pockets required. Advise the Owner and obtain written permission before penetrating any waterproof membrane, even where such penetration is shown on the Drawings. B. If Contractor penetrates any walls or surfaces after they have been waterproofed, he shall restore the waterproof integrity of that surface as directed by the Owner, at his own expense. 3.08 SUPPORTS A. Support work in accordance with the best industry practice and the following. B.Nothing,(including outlet,pull and junction boxes and fittings)shall depend on electric conduits, raceways,or cables for support,except that threaded hub type fittings having a gross volume not in 74 1 ' Quilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT ELECTRICAL SPECIFICATIONS excess of 100 cubic inches may be supported from heavy wall conduit,where the conduit is securely ' supported from the structure within five inches of the fitting on two opposite sides. C. Provide required supports and hangers for conduit,equipment,etc.,so that loading will not exceed ' allowable loadings of structure. 3.09 FASTENINGS A.Fasten electric work to building structure in accordance with the best industry practice and the I following. B.Floor or pad mounted equipment shall not be held in place solely by its own dead weight. Include anchor fastening in all cases. ' C.For items which are shown as being ceiling mounted at locations where fastening to the building construction element above is not possible, provide suitable auxiliary channel or angle iron bridging, tying to the building structural elements. ' 3.10 TESTING EQUIPMENT AND MATERIALS A.The Contractor shall provide all testing instruments,equipment and all materials,connections, labor, ' etc.,required to perform tests. B. Test all circuits,fixtures,equipment,and systems for proper operation and freedom from grounds, shorts and open circuits before acceptance is requested.. D.Perform all tests required by local authorities, such as tests of life safety systems, in addition to tests ' specified herein. E.Perform tests required by other specification sections. END OF SECTION 16010 SECTION 016120 WIRE AND CABLE ' PART 1 —GENERAL 1.01 RELATED DOCUMENTS A. The general provisions of the contract including General and Special Conditions and General Requirements shall apply to all work under this Section. ' 1.02 DESCRIPTION OF WORK A. Provide insulated wire and cable. ' 1.03 RELATED WORK IN OTHER SECTIONS A. Related work in other sections: 1. Electrical General Provisions Section 16010 2. Luminaries and Accessories Section 16500 1.04 STANDARDS A. Except as modified by governing codes and by the Contract Documents,comply with the latest ' applicable provisions and latest recommendations of the following: 1. General: Underwriters'Laboratories labeling of all insulation and jackets. 2. Rubber Insulated Wire and Cables a)ICEA pub.No. S-19-81 (NEMA Pub.No. WC 3): Rubber-Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy. b)UL 44: Rubber-Insulated Wires and Cables. ' 3.Thermoplastic Insulated Wire and Cables 75 1 Quilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT \ ELECTRICAL SPECIFICATIONS a)ICEA pub.No. 1 S-61-402(NEMA Pub.No. WC 3):Thermoplastic-Insulated Wire and Cable for �- the Transmission and Distribution of Electrical Energy. b)UL 83: Wires,Thermoplastic-Insulated. ' 4. Cross-Linked Thermosetting-Polyethylene Insulated Wire and Cables a)ICEA pub.No. S-66-524: (NEMA Pub.No. WC 7): Cross-Linked Thermosetting-Polyethylene- Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy. b)UL 44: Rubber-Insulated Wires and Cables. c)UL 854: Service-Entrance Cables. 5. Annealed Copper Wire for Conductors ' a)ASTM B-3: Soft or Annealed Copper Wire. 6. Insulation Thickness for Individual conductors a)N.E.C. Table 310-13: Conductor Application and Insulation. 1.05 DELIVERY, STORAGE,AND HANDLING A.Deliver wire and cable to job site on reels or coils marked in accordance with N.E.C. Section 310-11. ' PART 2 -PRODUCTS 2.01 WIRE AND CABLE A.General t 1.Provide wire with a minimum insulating rating of 600 volts,except for wire,used in 50 volts or below applications for control of signal systems use 300 volt minimum or 600 volt where permitted to be incorporated with other wiring systems. I B. Conductor 1. Electrical grade annealed copper,tinned if rubber insulated,and fabricated in accordance with ASTM standards.Minimum size# 12 for branch circuits and#14 for control wiring. 2. The conductors illustrated on the drawings are copper unless otherwise specified. ' 3. Conductors from meter to 200 AMP panels to be 250-250-0/3 URD Aluminum cable. C. Stranding. ' 1. # 12 and# 10 solid. 2.Cables larger than# 10, stranded in accordance with ASTM Class B stranding designations. 3. Control wires stranded in accordance with ASTM Class B stranding designations. D.Insulated Single Conductors ' 1.Type THHN/THWN-Frame retardant: Heat-resistant thermoplastic insulation,nylon jacket rated for 90 C dry/75C wet operation.Use for branch circuit wiring. 2.Use type THHN/THWN or RHW or XHHW,rated for 90 C,for feeder circuits. E.Multi-Conductor Power Cable 1. Sizes No. 12 AWG through No.2 AWG per applicable requirements. 2. Suitable for direct burial,duct,open air or conduit installation. ' 3. Temperature Rating: 90 Dry/75 C wet. 4. Three un-insulated ground wires for three conductor cables and two un-insulated ground wires for four conductor cables in cable interstices with conductivity of approximately one-half that of one ' phase conductor. 5.Cross-linked polyethylene conductor insulation: insulation thickness satisfying requirements of ICEA Pub.No. S-66-524(NEMA WC 7),Table 3-1. 6. Overall polyvinyl chloride jacket satisfying requirements of ICEA Pub. S-66-524(NEMA WC 7), ' Table 4-5. F.Multi-Conductor Control and Supervisory Control Cables - 1. Sizes No. 10 AWG. ' 2. Suitable for direct burial,open air,duct,or conduit installation. 76 Quilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT .' ELECTRICAL SPECIFICATIONS 3. Temperature Rating: 75 C Wet or Dry. 1 4.Un-insulated ground wire. 5. PVC or cross-linked polyethylene conductor insulation:thickness satisfying requirements of ICEA Pub.No. S-66-524(NEMA WC 7),Table 3-1,for crosslinked thermosetting polyethylene insulated conductors or ICEA Pub.No. S-61-402(NEMA WC 5), for polyvinyl chloride insulated conductors. 6. Flame retardant overall polyvinyl jacket satisfying requirements of ICEA Pub. S-61-402(NEMA WC 5),Table 7.4-2 or ICEA Pub.No. S-55-524(NEMA WC 7),Table 4-5. 7. Individual conductors bound-together with overall binder tape prior to jacket application. 8.Individual conductors rating of 300 volts(instead of 600 volts)for cables designated Supervisory Control Cable. G. Color Coding 1.Provide consistent color coding of all circuits as follows: a) 120/208 volts code i)Phase A-Black. ii)Phase B-Red. iii)Phase C-Blue. iv)Neutral-White. v)Ground-Green. b)277/480 Volt Code i)Phase A-Brown. ' ii)Phase B-Orange. iii)Phase C Yellow. } iv)Neutral-Gray. v)Ground-Green. 2. Color-code wiring for control systems installed in conjunction with mechanical and/or miscellaneous equipment in accordance with the wiring diagrams furnished with the equipment. Factory color code I wire number 6 and smaller. Wire number 4 and larger may be color coded by color tapping of the entire length of the exposed ends. 3. Multi-Conductor Control, Signal,and Communication(100 conductors or fewer per cable): In accordance with Table 5-1,Part 5 of ICEA Pub. S-61-402(NEMA WC 5). 4. Substitutions for Color-Coded Wire: with approval of Owner's Representative and where color coding cannot be readily provided because of limited quantities involved, either of the following: a)Plastic tape applied spirally and half-lapped over exposed portions of conductors within manholes, I boxes,and similar enclosures. b)Colored tubing cut and inserted over ends of wire prior to installing terminals. 5. Substitutions for Color Coding for Multi-Conductor Control Cable: Printed conductor identification I instead of color-coding is acceptable. 2.02 CONNECTORS + , A.Make connections, splices, and taps and joints with solder-less devices,mechanically and electrically secure.Protect exposed wires and connecting devices with electrical tape or insulation to provide protection not less than that of the conductor, 2.03 ELECTRICAL TAPE A. Specifically designed for use as insulating tape. B. Super 33+Scotch vinyl electrical tape as manufactured by 3M. 2.04 LUBRICANT A.Use lubricant where the possibility of damage to conductors exists.Use only a lubricant approved by the cable manufacturer and one which is compatible with cable and raceways. 2.05 PANELBOARD , 77 1 Quilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT ELECTRICAL SPECIFICATIONS I A. Provide new Square `D' brand 200 AMP electrical panel,or submit for substitution request. B. This panel to be rain-tight(NEMA 3R),200 AMP, 30 circuit, 120/240V, single phase C. Cut to size and install a 3/4"B-C plywood panel for use as backer board for the installation of the Ielectrical panel. PART 3 —EXECUTION I 3.01 WIRE AND CABLE A. Provide a complete system of conductors in raceway system.All conductors of all systems shall be installed in a raceway system. I B.Use No. 12 AWG,minimum. For branch circuits whose length from panel to furthest outlet exceeds 100 feet for 120-volt circuits or 200 feet for 277-volt circuits, use number 10 or larger. C.Do not install wire in incomplete conduit runs or until after the concrete work and plastering is completed and moisture is swabbed from conduits.Eliminate splices wherever possible. Where Inecessary, splice in readily accessible pull,junction,or outlet box. D. Flashover or insulation value of joints shall be equal to that of the conductor.Provide Underwriters' Laboratories listed connectors rated to 600 volts for general use and 1,000 volts for use between ballasts I and lamps or gaseous discharge fixtures. E.Use terminating fittings,connectors, etc.,of a type suitable for the specified cable furnished. Make bends in cable at termination prior to installing compression device. Make fittings tight. I F.Apply an anti-oxide inhibitor equivalent to "Penetrox" (Burndy)or"Noalox" (Ideal)to aluminum terminations. G.Extend wire sizing for the entire length of a circuit, feeder,etc.unless specifically noted otherwise. 1 } 3.02 INSTALLATION A.General I 1. Provide tools,equipment,and materials to pull all wire and cable into place and to make required splices and termination. B.Wire and Cable in Conduit,Duct or Wireway I1.Utilize roller bearing swivel to prevent twisting of cable entering conduit or duct. 2. Take precautions to avoid entrance of dirt and water into conduit and ducts. 3. Clean existing conduits and ducts to remove any pulling compound prior to pulling new cables. 4. Do not damage conductor insulation, braid jacket or sheath. I 5. Do not bend conductors to less than manufacturer's recommended radius. 6. Make splices only in pull boxes,junction boxes and outlet boxes. 7.Utilize cable reels on jacks for pulling through pull boxes,ducts and conduits so bends will not be I excessive and conductors will not touch sharp edges;use feeding tube where required. 8. For large diameter cables,utilize properly sized pulling grips(endless woven basket two to four feet long of ductile steel). I • 9. Do not exceed maximum recommended pulling tension of wire and cable. C. Splices,Terminations,and Connections 1. General: Except where lugs are furnished with equipment,provide terminals and connectors suitable I for quantity, conductor size and direction of entry(top or bottom). 2. Insulated Flanged Terminals: Install for connection of conductors No. 12 AWG and smaller to device terminals;do not exceed three terminals at single connections. I!: 3. Circumferential Compression Type Connectors: Install for splices and connections No.4 AWG and larger. a)Use for incoming and outgoing cable connections at enclosures and for ground connections. I b)Use manufacturer's approved tool and correct hex head that embosses die number on connector lug. 78 I it n Replacement ho Pro Qu ce e Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT .' ELECTRICAL SPECIFICATIONS c)Make crimped indentations parallel with conductor. I d)Fill voids and irregularities with insulation putty. e)Cover neatly with four(4)layers of vinyl plastic tape except where insulated covers are permitted; half-lap tape in two directions. f)Use spring-held bakelite covers over splices or taps only with approval of Owner's Representative. 4. Conductor Arcproofing a)Cover two or more power feeder cables occurring in the same switchboard section,junction box or pull box(including pull boxes over switchboards)with arcproof and flameproof tape. b)Provide tape "Scotch" Irvington Tape No. 7700 or Plymouth Rubber Co. Slipknot No. 30 to provide an insulation capable of withstanding a 200-amp arc for not less than 30 seconds. c)Apply tape in a single layer,half lapped,or as recommended by the manufacturer to conform to the above requirements.Apply with a random wrap of 1/2 inch(15mm)wide pressure-sensitive, plastic film tape color coded as specified in the "conductor identification"paragraph. 3.03 FIELD QUALITY CONTROL A.Testing 1. Test system wiring for continuity,grounds and short circuits prior to connection of any equipment. 2.Test final equipment connections for continuity of grounds and short circuits. 3. Insulation Resistance of Feeders and Subfeeders a)Test with megger for insulation resistance. b)Correct faults and replace sections with faulty insulation. ' c)Demonstrate installation is free of grounds and short circuits and that insulation resistance complies with ICEA values. 4.Test direct burial cables after completion of backfilling. ' END OF SECTION 16120 SECTION 016500 -LUMINAIRES AND ACCESSORIES PART 1 —GENERAL ' 1.01 RELATED DOCUMENTS A.The general provisions of the contract including General and Special Conditions and General Requirements shall apply to all work under this Section. , 1.02 DESCRIPTION OF WORK A.Provide luminaires as indicated on the drawings and in the fixture schedule which is located on Sheet El 1.03 RELATED WORK IN OTHER SECTIONS A.Related work in other sections: 1.Electrical General Provisions Section 016010 2. Wire and Cable Section 016120 1.04 STANDARDS A.Except as modified by governing codes and by the Contract Documents, comply with the latest applicable provisions and latest recommendations of the following: 1.Luminaires-UL 57,UL 1570,UL 1571,UL 1572,UL 676. 2.Lamp Holders and Starters-UL 496,UL 542,UL 879. 3.Hazardous Location UL 1225,UL 1203,UL 506,UL 844,UL 886. 4.Local code requirements. ,1 1.05 SUBMITTALS k, A.Submit shop drawings and manufacturers'data for the following items in accordance with the conditions of the contract and as specified below. • 79 ' Quilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT ELECTRICAL SPECIFICATIONS 1. Show mounting details at all conditions ' 2. Indicate type of ballast and manufacturer and ballast quantity and location. Include information as to power factor, input watts, and ballast factor. ' 3. The Owner reserves the right to require submittal of a complete sample fixture for any fixture type. PART 2—PRODUCTS 2.01 APPROVED MANUFACTURERS A.Luminaires 1. Acceptable manufacturers: a. Osram Sylvania ' b. Phillips c. Lithonia • d. Cooper ' e. or as submitted as a substitution for review. f. The designations indicated on the lighting fixture schedule are a design series reference (not necessarily a complete catalog number)and do not necessarily represent the number, size,voltage, wattage,type of lamp,ballast, and finish trim. g. Mounting conditions: Contractor shall verify these requirements and other fixtures as required to give proper ' installation per building codes and contract documents. h. Electrical connection: provide ceiling mounted duplex receptacles to suite light locations. Fixtures to plug into receptacles at the Equipment Shed. B. Ballasts 1.All ballasts shall be of the same manufacturer, for each fixture type,at a minimum. Every effort shall be made to eliminate ballasts from multiple manufacturers. Ballasts within luminaires of a given ' type must be of the same manufacturer.Multiple manufacturers will not be permitted. 2.Approved Manufacturers: a. Osram Sylvania t b. Phillips c. Cooper d. or as submitted as a substitution for review. e. All Ballasts shall be capable of starting the Lamps at the appropriate ambient ' (surrounding)temperatures. Examples of such ambient temperatures include indoor heated,indoor non-heated,normal outdoor,and cold climate outdoor. f. Ballast Warranty: All electronic Ballasts shall be warranted against defects in ' material and workmanship for a minimum of five years. The warranty shall include either a 30-dollar replacement labor allowance or complete replacement including labor by an agent of the manufacturer. IC.Lamps 1.All lamps shall be of the same manufacturer. Multiple manufacturers are not permitted. ' 2. Approved Manufacturers: a. General Electric b. Philips c. Osram-Sylvania d.or as approved as equal by Owner e. Lamp Warranty: Lamps shall be warranted against defects in material and workmanship for two years. The warranty shall provide for replacement Lamps. ' D.Tube Guards-Not used 80 i Quilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT -, ELECTRICAL SPECIFICATIONS 2.02 FIXTURE QUALITY AND DESCRIPTION ., A. Manufacture luminaires to the specifications described herein and on the drawings. 2.03 FABRICATION , A. Provide luminaires, complete factory-assembled and wired and equipped with necessary sockets, ballasts,wiring, shielding,reflectors,channels, lenses,etc.,and deliver to job ready for installation. 2.04 MATERIALS A. High Performance T8 Fluorescent Lamps and Electronic Ballasts 1. This Measure shall be installed as part of a new construction. 2. This Measure consists of 4-foot T8 Lamps. 3. The Ballast input watts shall be from 15 to 114 watts. 4. The Lamps shall have: a. CRI equal to or greater than 80; b. a Lumen Maintenance equal to or greater than 94 percent; c. a Lamp life equal to or greater than 24,000; and d. 4-foot F32T8(Fluorescent 32 watt T8)Lamps shall,for Kelvin ratings less than 5000,have initial output equal to or greater than 3,100 Lumens. For Kelvin ratings 5000 and greater than,4- foot F32T8 (Fluorescent 32 watt T8)Lamps shall have an initial output equal to or greater than ' 3000 Lumens. e. Lamp/Ballast combinations shall have an Efficacy of equal to or greater than 95 Lumens per watt. Note: Lamp/Ballast Efficacy=(Initial Lamp Lumens x No. of Lamps x Ballast Factor)+Ballast Input Watts. B. Hardwired Compact Fluorescent 1. This Measure includes hardwired Compact Fluorescent Fixtures 2. The Ballast input watts shall be from 7 to 99 watts. 4. Recessed Fixtures must include a reflector designed for the new Lamp. 5. Lamps shall have: a. CRI equal to or greater than 80; b. Lumen Maintenance equal to or greater than 80 percent; and c. Lamp life equal to or greater than 10,000 hours. 6. Ballasts shall have: a. power factor equal to or greater than 90 percent; b. THD less than or equal to 33 percent; I c. a Lamp current crest factor of less than or equal to 1.7,Class A sound rated;and d. an end of life protection provided. 7. Lamp/Ballast combinations shall have a minimum Efficacy of 46 Lumens per watt for Lamps under 30 watts, and 60 Lumens per watt for Lamps 30 watts or greater. 81 ' Quilcene Replacement Shop Project Project Number: 180 543 1868 FUEL SYSTEM PROJECT ' ELECTRICAL SPECIFICATIONS PART 3 -EXECUTION 3.01 INSTALLATION A. The lighting plan(s)shows the actual location of luminaires. Report any conflict or discrepancy to the ' Owner. Perform the work in accordance with the Contract Documents.At the time of bid,include the most stringent requirement. B. Install luminaires: Confirm mounting method with Owner during the submittal process prior to the start t of work. C. The Contractor shall protect luminaires from damage during installation of same and up to time of final acceptance.Any broken luminaires,glassware,plastics, lamps,etc., must be replaced by the Contractor with new parts,without any additional expense to the Owner. D.Not used E. Not used F. Not used ' G. Prior to final payment,clean all luminaires and replace all expended lamps. Touch up all scratch marks, etc., in the manner recommended by the manufacturer and as approved by the Owner. H. Where ballasts are found to be producing excessive noise they shall be replaced. ' I.Plumb all lighting fixtures to be true vertical. For bolted connections,provide galvanized anchor bolts, washers and nuts. 3.02 COORDINATION WITH MOUNTING CONDITIONS A. This Contractor is responsible for coordinating the secure mounting of luminaires with attachment hardware for the conditions in which each luminaire will be installed. No extra compensation will be permitted for failure to coordinate. 1. Lighting in new equipment shed: Mount luminaires to the underside of the truss structure at an elevation at least 13'-0"above the floor line,or above the beam soffit at the entry,whichever is higher. Provide uni-strut type brackets between roof trusses at the mid-bay location. 2. Lumaires to be `plug in' at all bays of the equipment shed. 3.03 COORDINATION WITH AMBIENT CONDITIONS ' A. The Contractor is responsible for coordinating the characteristics and the U.L. labeling of the luminaires and their components with the ambient conditions which will exist when the luminaires are installed.No extra compensation will be permitted for failure to coordinate the luminaires with their ambient ' conditions. 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Oct. 11, 2013 FILE Q3' •00 rnrn D 0 7 cry r F 'RI 1 :: 1 0 D K Q I S' I:11 -i 1 a rn ', 5�,_0 II I Q . -I- z < -1N FP 3 R n ti U1 -1 -2 71 (� � D p D srn N D DT --ION . -t cd n -1 ')3 N, ---if 70 41, 0 7 i_. K. __< . , 71 Fn rnArn I H z � rn Ern a s _gip ri >� 1 �® �� ' � �iiiim,m Nrr x � I ''-7' ! Irn c1 - ° p� r7n-ir '� rn I x 111 t11 70 ix,' I r N J L J L-10 tp 1-- - I Fri ij -I `t i -< I >3REAK 1° `� , : _ Kr-- I a - 7 LJz O oiLil-1- 73 -C ,1 R° L_IL JLJ ! M 111. s p rn 70 11 1 4-9" `, 1 z lc) 'Q --\-`p --I -TI Z7 70 A 7 t--?,,N -I Z - --—, I bt a_ It s --� O � Z aD a70 N -1 2`O � Ii X > 7 �o � = tP 0az � C\ Ili �� ?II �- rn N a N -Nip ava N p PERMIT SET QUILCENE REPLACEMENT SHOP -MODULAR OFFICE A. 1 295316 Highway 101 Quilccne, WA FLOOR PLANS Oct. 11, 2013 • FILE COPY ild J2„ I 1 . , . q o I III Ili + li i Qom' II; 1 1 Q0 "�'� 0 a INIWIIMIIIIIMMI r rn ' III 0 {I1 II II' Ili 1il Ili 1 D I 0 rn 7c-- n a — — Q q . 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SET QLILCENE REPLACEMENT SHOP -SHED SECTION 295316 Highway 101 Quilcene, WA . ,,, , , Oct. 11, 2013 w FILE COPY: 1 7 M/ 1 0 /�z z ■ P--. n n 11 n Q n r fl n n n r r o cn H -a rn H N rn o H —i �a -a -u 7c H 0 > -I a Z -a �' 0 0 0 Z1- - z -ao Q rn -170 700 HHZHHO 70 < H 000 0 F H 0 -irn > z - Q H -I rn 0 FT Q _1 = � Or1 rn c FT = Q W Q DD a � � H cD Q H70 7 H � F- � > CQ �Q T Q� rnHQ 7, 0 � H p Z0 17Q 07 � `� �' 20 oz7OQH D � a p > Q ° Q � Q � H -< rn Fri oii co PERMIT SET QUILCENE REPLACEMENT SHOP —SHED ENDWALL 295316 Highway 101 Quilcene, WA SECTION Oct. 31, 2013 • FILE COpy a e • • 1 tF � p N > D70O� rn z ; a )0 FP—p rn a DZF -? 0 < D r- N = b r- � � _ in > _ NI D r Q rn D o P3-0' rn H / \' '-+ I MIN. GLEAR OVI1D 5 rn M 13 E6? 6LOSED RISERS-..,-,-.. 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Al 70 z � Fzoo � rn I Z � r 1 Z-no -t 7o 711 CD rn i 11-1 I \ - — - KJ, c.., ,_ K k t` _ a 7171 = r= Q] PERMIT SET QUILCENE REPLACEMENT SHOP -SITE DETAILS 295316 Highway 101 Quilcene, WA Oct. 11, 2013 A5 • , FILE Copy • • Z N Z c\ Q N Z Qv 7d 1� N g rn x 70 7 -t a mr- A ,--- --1 --- › 0 - � D �` � a a -< U'\ -17 gD , 7 D D 0a7 rn NN � I 7 70 1-11 R 1/; 3 > z NV z S z r C) - r K i lomnd r o z N z = x rn N , „ z -{ K 1 N 2:-0 2-1O / Z OrPol 0 p . .z -3 ■■r . o - M Z r` p e 1111.- `� � ( r n III T o � ) u s C ri , ����► rn F s o�, \ 1 C� z-03 - 3- N -cn 7ti -nrn � � X � G� 32 58 rn D N CA" A KD -11 K > - Z D0 C• F71 —1 _ N < D 'U � 0 p DDS �► a zrn 7 C•—il XD �j Zorn (� D -< D I I. Z WO Z = � � 7 K t_1\ Nz � �` 1 7 � zx � I �N ' r � O u,� ON � � C1 rn° � ° � Z D s rnNaN Z- 70z ° K7s � _ � N Dry I � - 2 � D - � 5 -10 Xx N 7° 0 D r � -1 =I pi D = � � CF? U` /Z7f Tll� � � �tl f r7D � D = X qrn � c KD0N Drn � _{ zD - z m rn rn X A D R N Nv N rn7 a aZ rn 0 PERMIT SET QUILCENE REPLACEMENT SHOP -MODULAR SECTION 295316 Highway 101 Quilcene, WA A . • ' Oct. 11, 2013 FILE GCWY r ■, I • n o@ 1 1 z Li 1O'-d' x' < sWr 7 - tag , 1- rn Nrn _ Q eh s �a r aX 131 -i 31 s F -< � N r 111 TIT j =•n--1 C-Iri,;i1 �`� °^ill I- 4 t N _ r D N Q -i rn N CN 0===D C= _3— -9E ° r X Z .g. 4 rn0 71 r t".1 Ig - ,i, - _ !'. - 1 ",I wr N N N rn rn rn z r-rt r :4 C_ _ rn . €_T_C—C_=-3'— I- � N � � ern � a Q rn Qz = rn � � a r=" a g rn ,i rn cNo %,•:. s _--,1112 Z ril - —c--- =s--- Fri S , z - t• Z 01 II . ;� rn �, � rte,, L , z r I C N Wa - :J r - . = o D- r. r . ■ 0 A 3r _ _ -1 7) C\ O C\ = ern illy r N N I -1 -11 - 13C1 koo N 2 � -< x -n rn -< -1 a Fr' Z X D D �' i N -1 rn PERMIT SET QUILCENE REPLACEMENT SHOP -EQUIPMENT SHED E 295316 Highway 101 Quilcene, WA ELECTRICAL PLAN Oct, 11, 2013 FILE C;C)P\kg O 4a * 4. f _ 1 ' I g > N x _< _, , ,s, n : . E z o • c.Zz --1 N oji r tvg ' l_o _Q - n ° n © ,n 70 7n n ® n n ' � flU 1 I ` rn I I I I I I I I \ _ H -c IJ LJ U _ �J ! © H rn U c v _ Q cF E I n Q z � w - I- z � rn moo = a � rn . Nrn = rn -1 la 7 o � - 2 PERMIT SET QUILCENE REPLACEMENT SHOP -MODULAR OFFICE 295316 ELECTRICAL PLAN Highway 101 Qullcene, WA E Oct. 11, 2013 .. I'Fli I: C( Pv _____ Jp Front Parcel Review • Parcel 702242005 Printed: October 28, 2013 JEFFERSON COUNTY Site Address: COURTHOUSE 295316 HWY 101 PO BOX 1220 PORT TOWNSEND, WA 983E QUILCENE WA, 98376 Parcel Number: 702242005 S-T-R: 24-27N-02W Total Acreage 10 Legal Description S24 T27 R2W W1/4 NW NW LESS R/W Land Use: 9100 Flood District: Fire District: 2 Planning Area: 10 Flood Map(FIRM)Panel No: School District 48 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO A,u4 [ ] Designated Ag YES NO [ ] Shoreline Designation: YES NO , U„ [ ] Shoreline Slope Stability: YES NO V � Stream Type:YES NO FWHCA: YES NO ; �. Wetlands: YES NO ® L v Rare Plants:YES NO t-Seismic: YES NO D(�v l: Landslide: YES NO ►_ _ _ Flood: YES NO I 0 .. Erosion: YES NO Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: YES NO [ ] No Shooting Zone: YES NO [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES NO MRL YES NO Forest Lands YES NO [ ] Landscaping Required: Yes No [ ] Parking Spaces Required NO 2 Other I- 1 Building Height: 35' UBC Standard [ ] Impervious Surface cover ercentage: Resource Lands&Public: 10W Rural Residential: 25% Rural Indti1: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building (s) Size: RVC:20,000 SF CC: 5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES INo parcel tags found for parcel Cases Associated with APN 702242005 Cases Name Review Type Status Planner BLD13-00329 JEFFERSON COUNTY P Application Received: 10/22/2013 Permit Issued/Case closed: Case Finaled: CONSTRUCTION OF COUN I Y ROAD SHOP, W/EQUIPMENT SHED AND MODULAR OFFICE UNIT. SITE WORK AND UTILITIES. BLD13-00329 JEFFERSON COUNTY P Application Received: 10/22/2013 Permit Issued/Case closed: Case Finaled: CONSTRUCTION OF COUN I Y ROAD SHOP, W/ EQUIPMENT SHED AND MODULAR OFFICE UNIT. SITE WORK AND UTILITIES. BLD93-00155 JEFFERSON CO PWD F Application Received: 3/24/1993 Permit Issued/Case closed: 3/26/1993 Case Finaled: 10/4/1993 install underground storage tanks BLD93-00155 JEFFERSON CO PWD F Application Received: 3/24/1993 Permit Issued/Case closed: 3/26/1993 Case Finaled: 10/4/1993 install underground storage tanks M LA13-00046 ZON13-00011 MLA13-00046 JEFFERSON COUNTY PUBLIC 1 II A Application Received: 3/5/2013 Permit Issued/Case closed: 9/4/2013 Case Finaled: CONDITIONAL USE PERM!I I-UR ROAD MAINTENANCE SHOP— I he proposal is a re-location and expansion of the Jefferson County Public Works Quilcene Shop to include a modular office, enclosed and open equipment sheds, solid waste transfer station and road maintenance equipment activity. This project requires a Conditional Discretionary C(d) Use permit in the Rural Residential zone under Public Purpose Facilities per JCC18.15.040 Table 3-1,with public notice but no public hearing unless deemed necessary at the discretion of the UDC Administrator. ZON13-00011 MLA13-00046 JEFFERSON COUNTY PUBLIC 1 II A Application Received: 3/5/2013 Permit Issued/Case closed: 9/4/2013 Case Finaled: CONDITIONAL USE PERMIT-FOR ROAD MAINTENANCE SHOP— I he proposal is a re-location and expansion of the Jefferson County Public Works Quilcene Shop to include a modular office, enclosed and open equipment sheds, solid waste transfer station and road maintenance equipment activity. This project requires a Conditional Discretionary C(d) Use permit in the Rural Residential zone under Public Purpose Facilities per JCC18.15.040 Table 3-1,with public notice but no public hearing unless deemed necessary at the discretion of the UDC Administrator. \\tidemark\data\forms\R_Parcel CRMLA.rpt 10/28/2013 Page 2 of 3 OTH12-00011 JEFFERSON COUNTY CLS Application Received: 7/23/2012 Permit Issued/Case closed: lie Finaled: 2/12/2013 1 HOUR TECHNICAL ASSIS IANCE OTH12-00011 JEFFERSON COUNTY CLS Application Received: 7/23/2012 Permit Issued/Case closed: Case Finaled: 2/12/2013 1 HOUR TECHNICAL ASSIS IANCE OTH13-00017 JEFFERSON COUNTY P Application Received: 8/29/2013 Permit Issued/Case closed: Case Finaled: 1 HOUR TECHNICAL ASSIS IANCE OTH13-00017 JEFFERSON COUNTY P Application Received: 8/29/2013 Permit Issued/Case closed: Case Finaled: 1 HOUR TECHNICAL ASSIS IANCE PRE12-00009 JEFFERSON COUNTY F Application Received: 5/21/2012 Permit Issued/Case closed: 6/20/2012 Case Finaled: PRE APPLICATION TO CONS TRUCT NEW MAINTENANCE SHOP & KE-LOCATE EXISTING ROAD SHOP PRE12-00009 JEFFERSON COUNTY F Application Received: 5/21/2012 Permit Issued/Case closed: 6/20/2012 Case Finaled: PRE APPLICATION 1UCONSl KUCT NEW MAINTENANCE SHOP& KE-LOCATE EXISTING ROAD SHOP SEP13-00121 JEFFERSON COUNTY P Application Received: 10/17/2013 Permit Issued/Case closed: Case Finaled: SEP13-00121 JEFFERSON COUNTY P Application Received: 10/17/2013 Permit Issued/Case closed: Case Finaled: I \\tidemark\data\forms\R_Parcel CRMLA.rpt 10/28/2013 Page 3 of 3 Prescriptive Energy Code Compliar>afor All Climate Zones in Washington A Project Information Contact Information IOW This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed.In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative ! '�; f, , Date 007202- 76 �D/ ilk Zones;: R-Valued U-Factory Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCbe n/a n/a Ceiling 491 0.026 Wood Frame Wall9'k'i 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 30g 0.029 Below Grade Walf k 10/15/21 int+TB 0.042 Slabd R-Value&Depth 10,2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: EI 1.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. ❑ 2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑ 3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 El 0.5 1 b Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 El 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 El 0.5 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 11200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http://www.energv.wsu.edu/Documents/2012%20Res%20Energv.pdf Table R402.1.1 Footnotes For SI: 1 foot.= 304.8 mm, ci .=contin us insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. ` "10/15/21.4-TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. a R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. n First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior,continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing)denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. I ' • • Window,Skylight and Door Schedule Project Information Contact Information Width Height Ref. U-factor Qt. Feet Inch Feet inch Area UA Exempt Swinging Door(24 sq.ft. max.) 24.0 10.56 Exempt Glazed Fenestration (15 sq. ft. max.) 8.0 2.24 Vertical Fenestration(Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet inch Area UA 0.0 0.00 21.0 9.24 0.0 0.00 84.0 23.52 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0:0 0.00 0:0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 1 • 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA I 105.0 32.76 Vertical Fenestration Area Weighted U= UA/Area 0.31 Overhead Glazing(Skylights) Component Width Height Descri.tion Ref. U-factor Qt. Feet 1nth Feet 1"h Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA I 0.0 0.00 Overhead Glazing Area Weighted U= UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 137.01 45.56 ' 4 Simple Heating System Size:Washing'fon State 0 This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Pro'ect Information Contact Information Heating System Type: o All Other Systems 0 Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) 47 Quilcene 2 SW v AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 5,376 Glazing and Doors U-Factor X Area = UA Instructions 0.30 39.60 Skylights U-Factor X Area = UA Instructions 0.50 --- Insulation Attic U-Factor X Area = UA Instructions R-38 Advanced 0.026 17.47 Single Rafter or Joist Vaulted Ceilin.s U-Factor X Area UA Instructions No Vaulted Ceilings in this project. CI --- Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions R-21 Intermediate v 0.056 42.78 Floors U-Factor X Area UA Instructions R-30 0.029 19.49 Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions No Below Grade Walls in this project. 0 --- --- Slab Below Grade(see Figure 1) F-Factor X Len th UA Instructions No Slab Below Grade in this project. 1 --- Slab on Grade(see Figure 1) F-Factor X Len th UA Instructions 11::Slab on Grade in this project. J V 0 Location of Ducts Instructions Duct Leakage Coefficient Conditioned Space V 1.00 ./ Sum of UA 119.34 Envelope Heat Load 5,609 Btu/Hour Figure 1. Sum ofuAXAT _ Air Leakage Heat Load 2,729 Btu/Hour VolumeX 0.6XATX.018 Above Grade Building Design Heat Load 8,338 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 8,338 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 11,673 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) 'BUILDING PERMIT APPLICAI°ION B 0329 Ree view view Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00329 Received Date: 10/22/2013 SITE ADDRESS: 295316 HWY 101 QUILCENE, 98376 OWNER: JEFFERSON COUNTY PHONE: COURTHOUSE PO BOX 1220 PORT TOWNSEND WA 98368-0920 SUBDIVISION: Block: Lot: PARCEL NUMBER: 702242005 Section: 24 Township: 27 N Range: 02 W CONTRACTOR: PHONE: PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP CONSTRUCTION OF COUNTY ROAD SHOP, W/ EQUIPMENT SHED AND MODULAR OFFICE UNIT. SITE WORK AND UTILITIES. TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: 4,912 TYPE OF IMP NEW MAIN: 672 INDUSTRIAL: VALUATION 335,603.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: 4,240 CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS NUMBER OF EMPLOYEES: WATER SYSTEM: BATHROOMS: Exist: Prop: 1 Total: 1 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $0.00 MEB 10/22/13 Plan Check $0.00 MEB 10/22/13 State Building Code $0.00 MEB 10/22/13 Potable Water Application $0.00 MEB 10/22/13 Total: $0.00 \firlemerlArhf.\forme\R RI 11 Ann RI,I rn+ 1(1/99/.81 • • S � f,�'Q �YQ.V� O1/4 'v V3 N JEFFERSON COUNTY nn = DEPARTMENT OF COMMUNITY DEVELOPMENT U 621 Sheridan Street• Port Townsend•Washington 98368 4 360/379-4450 .360/379-4451 Fax 9 OCT�C� � 3[7Y http://www.cojefferson.wa.us/commdevelopment/ fferson.wa.us/commdeveloment/ ttP ]e P JEFFERSON COUNTY DEPT.OF COMMUNITY DETLOJR E°IT._ Stormwater Calculation Worksheet ^ v r cr c ✓ Att_ s lP MLA# PROJECT/APPLICANT NAME: JeFforrasiN eo 4l4 ti Roe uc (A412,41-1 (gip hIrr:D Yv 1241114 s772 OM DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. �• PARCEL SIZE ME.,SITE) Size of parcel q• c. acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 41'Za` 3. S1 sqm Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to dearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION.AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, . Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for Does the project convert%acres or more of Construction site for structures 'rJ b 3 5 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. 02 `7 q '0 sq/ft Circle: Yes No Well,utilities,etc. sq/ft Does the project convert 2'A acres or more of native vegetation to pasture? Driveway,parking,roads,etc* d i 1 ° 7 sq/ft Circle: Yes Lawn,landscaping,etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance /.8 ,,,; sq/ft Cut 01-21.7 Fill 2. (cu/yd) [over] stormwater talc worksheet—REV.2/20/2008 1 • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces Include, but are not limited to roof tops,walkways, patios,driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIOtS–IMPERVIOUS SURFACE, NEW EXISTING G� Structures(all roof area) -1/') sq/ft Structures(all roof area) ‘f T Cv 7 sq/ft Sidewalks sq/ft Sidewalks . sq/ft Patios sgfft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) t1 (without infiltration below) Driveway,parking,roads,etc -7 qi 1 4 7 sq/ft Driveway,parking,roads,etc �I, 0 9 sq/ft Other �^ sgfft Other �` sq/ft Total New 3t 101 sq/ft Total Existing /rf1 IOW V sgift TOTAL NEW+TOTAL EXISTING* (p I 6 / • sq/tt 'This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v.REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: •/ ' Does the site have 35%or more of existing impervious surface? Circle: Yes 079 FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no,the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affecte. property. ( DOWNER OR A , OR ED REPRESENTATIVE SIGNATURE) (DATE) stormwater calk worksheet—REV,20/2008 2 °o JEFFERSON COUNTY 110 I'1D - v DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment gSNL NGtO Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd(@.cojefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include separate sheets as necessary): Construction of County Road Shop, with Equipment Shed and Modular office unit. Site work and utilities. Tax Parcel Number: 702242005 Property Size: 9.65 /420,443.90 (acres/square feet) Site Address and/or Directions to Property: 295316 Highway 101, Highway 101, Quilcene, WA 98331 Property Owner(s)of Record: Jefferson County Telephone:9V —1 ,a Fax: " r i _ 2 I email: :il.. ILO �' � Mailing Address: . S d' ' A, , 1� L nl✓ 1• Mit w `al ri LI Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation Building ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family I. Garage - t::'seci Detached) ❑ Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑ Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑ Binding Site Plan** ❑Propane ❑ Long Plat** ❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Substantial Development** ❑Temporary Use ❑ Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any requ'red later inspec'ons. Staffs access and right of ent will be assumed unless the applicant informs the County in writing at the time of the applica' n that h/§Vrpr s ,4 .qt •Y otice. 0IV bE 4 'r0� OCT /� Signature: //I / r ../0702-50V 60411 l Date: oc. l� /�// The action or Lions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in complian•,-with the Je -•.on County development code.The Applicant acknowledges that he,she or it holds individual and non-transfe le respon ,ity f/�7-dhe' • • < • complying with the ESA. The Applicant has read this disclaimer and sigjs/aand states it below. Signature: f-�'I ! A. / Date: ©(Jr l0i 11,1-0/ , 07/24/2013 • 0 BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: To be determined. ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New X Wood Existing: — ❑ Sewer ❑ Addition ❑ Steel Proposed: —ll Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: °"'// Height: ,'Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: — Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: -- X Public No heat Total: — Name of System: JC PUD#1 Quilcene II If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: 0 Proposed: 7 Number of ADA Parking Spaces:1 Number of occupants(includes owners,tenants,employees,etc) Current 0 Proposed 6 IBC Occupancy: B IBC Type of construction: 5B Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotS telleP I knaT retaWtoH i Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision'; Main Floor Heated 61� EH Bid AND Review: /,c1 2"0 Floor Heated Consistency Review: Other Heated Base fee: r p, Mezzanine Additional Section: Heated Basement Plan Check fee: I I-t 1( r r Unheated Basement State Surcharge fee: W' r- Other Unheated 0 t 2-L"fl Pot Water Review fee: U Garage/Carport SUBTOTAL Decks 911/Rd Approach fee: Other TOTAL: $ (4 c 1 Li,( �-y,�/U< 6c,. Receipt Number: (' -- ( Cash/Check Number: ESTIMATED COST(REQUIRED) Date: •Fair maet value o all labgr d materials foundation to finish a--76 /40 S tJ f Initials: I A . 1F60.6 07/24/2013 �w�s N JE1WRSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 9 . o� 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment s�1N�� Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd(a.co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include separate sheets as necessary): Construction of County Road Shop, with Equipment Shed alljodta .. u . Site work and utilities. Tax Parcel Number: 702242005 Property Size: 9.65/420,443.90 (acres/square feet) Site Address and/or Directions to Property: 295316 Highway 101, Highway 101, Quilcene, WA 98331 Property Owner(s)of Record: Jefferson County Telephone:1)11' "1 4 0 Fax: i r email: 1,'.d.. 1+114.4 Mailing Address: . ■f iL I I IkocA I• nalla JIM= Applicant/Agent if different from owner): (if ) Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ®Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family B Garage ed1Detached, ❑Conditional Use[C(a),C(d),or C]'""' ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification 8 Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any req 'red later inspe 'ons. Staff's access and right of entry entrywillbe assumed unless the applicant informs the County in writing at the time of the applica n that hfpr s 4, t otice. Old/ 60441,r O F Signature: 4,14 I/1 J d C V .41.M'1 Date: d C/I /° , ` /3 The action or tions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliant,-with the Je - on County development code.The Applicant acknowledges that he,she or it holds individual and non-transfer=•le respon-• ity/7=dh--/ ry complying with the ESA. The Applicant has read this disclaimer and sig,cs a and tes it below. Signature: -- I 1 4 J/ Date: 0/3— /0, ,&/ / 07/24/2013 . . r BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: To be determined. ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New . Wood Existing: — ❑ Sewer ❑ Addition ❑ Steel Proposed: --- Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: I Height: )Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: — Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: -- Public No heat Total: -- Name of System: JC PUD#1 Quilcene If this is a Commercial Protect you must answer the following: Number of Parking Spaces: Current: 0 Proposed: 7 Number of ADA Parking Spaces:1 Number of occupants(includes owners,tenants,employees,etc) Current 0 Proposed 6 IBC Occupancy: B IBC Type of construction: 5B Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit mark all Items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotS telleP i knaT retaWtoH I Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to Install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed �� 'a :.s . AO f mo_i -� e Main Floor Heated �.�� ;. t ▪ EH Bid App Review: /676 2"0 Floor Heated ,'� Consistency Review: oz, 2 g, Other Heated Base fee: / Mezzanine :,:-Irge-ASTA• Additional Section: Heated Basement Plan Check fee: Unheated Basement a State Surcharge fee: Other Unheated �,l � `� a Pot Water Review fee: /o/ • Garage/Carport SUBTOTAL Decks t 911/Rd Approach fee: Other - 4 `=' TOTAL: $ i ti . r„...-------s 7" .) 005:A7:`' Receipt Number: !v\Vo\ (+t-- y:,-4 ; Cash/Check Number: ESTIMATED COST(REQUIRED) Date: �� I/ •Fair ma et value dal/lab d matgials foundation to finish a-16 r 6 0, 44 S-1- I if —1_• Initials: 2, $s (1°S 07/24/2013 • 1 't 1 i . 1 1 I r t 1 I t •1 + 1 ,. . I { I► i Ott_ t •1 1 \ 4L, , A 1 1 I , 1N • 1 1 1 . I 1 �� 1 it 11 1 I 1 �.I 1 1+ + I t t 1 11 1 1 1 1 1 1 1 I 1 j 1 1 1 1 t 1 ; t j I t 'w 1 I 1 , ` • 11 ,^,1 • t % `N t i ; 11 -i q gq Q Q t j I ��°. '�i •1 I ` ` 3d I , i 11 t 1 t 11 I - , 1 1 t1 Q ' 1• ,`` �J 1 I � ```l t , t 1 `L 1 ' ■ i ` 1 .N _ g A t 11 v 1 1 '�� 1 /� . • 1 II 1 1 1 1` 1_J n I , I 11 1 ,....1',......z..........7........42 '� v ► i , I , S 1:-- ,. , nt ' (f Z{i t S Earl, , I Q i i� t i Ir ' • t t S _J �1 1 ®® ' _-I i �o!`,ii E 1g k I 1 r 1 I 111 ��jjiv \ ;). \ g k......." IAr5 i L1 11 • \ t ■ � i r p, Si0N SW.ALE 1 k \ • 1 C �1JL�3 --- J i1 \I t\ _a o a • 0 -0- 0 a p a e 0 a a 0 7 --- -• • • \ i 1 111 `` ,\ \11 '� 2 s0 • � 4 f \ > 1 NORTH f \ 1, \\ \1 � � 1 t I 1j 1 \ 1 1 \ 1 : \ \ \ \ \ \ 1 1 1 1 Y , F i -11,... ih, • �o lift: t-4 ■ PERMIT I Plkw 8 ›,g w SE1 L GENE 1PLA�EMENT SHOP -KEY -SITE PL� 1 S 1, . ` i'316 Highway 101 Quilcene, WA a 1 11, 201.3 4�ON CO • a w JEFFERSON COUNTY ir__ '44 DEPARTMENT OF COMMUNITY DEVELOPMENT Date: [ £5 C Time Received: am/pm Mon. Tue. Wed. Thur. Date: q .. a d l - BLD: = , jj , Contact Name: rok, Wi r Owner: ��% 4,_� Contact Number: •� ��3/ _ / 7a) �� LAI EI 206 (Iei Address: �, CV o/ 53/- / 50' +-�Notes: Y 1 �� / Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling A ,,,c.- , c� JEFFERSON CC fY e GL DEPARTMENT OF COMMUNITY DEVELOPMENT &�Sl�t��...52I Date: 7/7/ Time Received: /1'17 am pm Mon. Tue. Wed. Thur. dr Date: iki . / BLD: 1?— 924 Contact Name: etti/ Owner: Contact Number: 360 CO 6 yyz, Address: 29,310 1.417 /&y 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing X Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling r - ¢SON co er % JEFFERSON COUNTY DEPARTMIT OF COMMUNITY DEVELO ENT Date: 7�7 Time Received: ? 0 / ?gig— 0/Pm Mon. Wed. Thur. Fri. Date: 7/g BLD: /3 - 3Z'j Contact Name: Owner: Contact Number: 360 Igo I y/ Address: ,,c1 C•3 it [DI 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance — Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear >( Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ��w4N coe, JEFFERSON COUNTY /,) DEPARTMENT OF COMMUNITY DEVELOPMENT .1 IfINo o} Date: '7 /p Time Received: / ; am/ Mon. Tue. Wed. Thur. Fri. Date: lij / BED: 13 - Ool Lf Contact Name: Owner: Contact Number: 360 fe- A B 2i Address: x.453 UL0 I-NwT 1 01 206 Notes: -L418 Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • • Inspections are required to be called in by 3:00 pm to receive an inspection the next day. Do to staffing issues,at this time,we cannot guarantee that you will receive an inspection the next day. day. Unless you receive a call from us,assume we will arrive on your requested inspection day. • You may leave an inspection request 24 hours a day,and Inspections are available from Monday through Friday. - We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection,around 9:00 a.m.,we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. • An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection, a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed, and a re-inspection fee must be paid prior to re-scheduling another inspection. • Inspectors will not access a home that has personal affects inside when the owner is not present. - Commercial projects require 24 hour notice for inspection. JEFFERSON COUNTY DEPARTMENT COMMUNITY DEVELOP NT ,� Date: C7-2 Time Received: / ?3 ( rr pm Mon. Tue. ed Thur. Fri. Date: /13 BLD: 13- 32ai Contact Name: Owner: Contact Number: 360 '/4,b 6w2 Address: a.q 5 3 ft, 1,-}.t,di ( 0 ( 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 4'���Sp;,; CpG { JEFFERSON COU e + DEPARTMEWOF COMMUNITY DEVELOPNT /' 9,S�I N G.CO Date: gl—Zf Time Received: 1151 amti..J Mon. O Wed. Thur. Fri. Date: � BLD: tt -121 1.-24-l� Contact Name:,, Owner: J� Contact Number: 360 1 6) 2, Address: .2-6531(1 t ! 10( 206 Notes: t Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling FF�SO\ Cb JEFFERSON COU• • DEPARTMENT OF COMMUNITY DEVELOPMENT y9SH t N 0-Co Date: ¶- I 1 Time Received: 241_ amT:). Mon. Tue. dab Thur. Fri. Date: y g BLD: ' Contact Name: C A5 y Owner: c1) Contact Number: 360 Wit, 0-1..,2, Address: O`CI 5-31 1-ki y i Ol 206 Notes: ..- Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation-7--- Wall Address Posted Block&Tile Ceiling • Jefferson County Building Division Permit Number: BLD13-00329 Applicant: JEFFERSON COUNTY BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks a2.31( Erosion Control Post Holes (e'21-1`( cwt./ cur xrfroo r 001 's'S , MH Foundation 7//0/14 1,d/4K' '.. c Af s Foundation Footing Footing Drains Underground Plumbing Framing 4Y14/11/ � , Blocking T/2414 fr a Blocking&Tie Down (4 13 Skirting&Ventilation �F�J ce Wallboard Nailing Gas Line: Exterior 0/A4 Propane Tank 1 S/A Pressure Test A) Drywell/Alt Drainage Address Posted Address Posted v44 gfr A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD13-00329 1.) Any building must be: 10' from a septic drainfield, 5' from a septic tank, and 2'from a sewage transport line 2.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) A Stromwater Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 4.) The site plan as submitted with the Building Permit application on October 16, 2013 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated October 28, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 5.) DWJ 6.) Unless expressly approved by the approved septic permit, 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. 7.) ENGINEERING OF PLANS WILL BE SUBMITTED AND APPROVED PRIOR TO START OF CONSTRUCTION. \\tidemark\data\forms\F_BLD_Permit_BIdg.rpt 5/13/2014 BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00329 Received Date: 10/22/2013 SITE ADDRESS: 295316 HWY 101 Issue Date 5/13/2014 QUILCENE, 98376 Expiration Date 5/13/2015 OWNER: JEFFERSON COUNTY PHONE: COURTHOUSE PO BOX 1220 PORT TOWNSEND WA 98368-0920 SUBDIVISION: Block: Lot: PARCEL NUMBER: 702242005 Section: 24 Township: 27 N Range: 02 W CONTRACTOR: 2 GRADE LLC PHONE: 360-461-3992 ATTN: GRED HOPF 4616 OLD MILL RD PORT ANGELES WA 98362 Contractor's License 2GRADGL923JH Expires 4/8/2016 PROJECT DESCRIPTION: CONSTRUCTION OF COUNTY ROAD SHOP, W/ EQUIPMENT SHED AND MODULAR OFFICE UNIT. SITE WORK AND UTILITIES. TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: 4,912 TYPE OF IMP NEW MAIN: 672 INDUSTRIAL: VALUATION 335,603.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: 4,240 CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: AB292 Type Amount Paid By: Date: Receipt: BATHROOMS: Permit $2,679.00 MEB 11/22/13 145571 Exist: Plan Check $1,741.35 MEB 11/22/13 145571 Prop: 1 State Building Code $4.50 MEB 11/22/13 145571 Total: 1 Potable Water Application $66.00 MEB 11/22/13 145571 NUMBER OF EMPLOYEES: Total: $4,490.85 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY -THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE ATTATCHED • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER 06329 OWNER Cl pFeRSOU L9-z) JOB LOCATION 246314. �/fr 1 i' Inspection of this structure has found the following violations: A7aLo 'An /QDDRER 6141115 AS DiScerBaD CA 5rrR. StTMfs2 S11 DE OG X21 VL&m4 r _X 30 —334 4 WIC u &Lfe' ?e eft ltd/ fA)S7AQ.- s/C■) 11qs" MS6 8612. aKC- .17/1,0r45 6Fr 1L r) Fi e You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections .ve been made, call for inspection. Date 4/Z-//,/ Inspecto I4-4.. BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER I -2Z—g OWNER JOB LOCATION -2, 5 3 i 1. Inspection of this structure has found the following violations: k'tlAilty(140/ r 14- 4 IS 11A Dig 7b b ( e?rrrr V4/r/'7 T N`COSD h You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made,call for inspection. Date T[3 i Inspector BUILDING DIVI ION(360)379-4450 IN PECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Jefferson County DCD Building Division Correction Notice PERMIT NUMBER t ",:,27'1 OWNER j . -ce 4,... ) JOB LOCATION )9S"3 I.L Inspection of this structure has found the following violations: S"CAVty 1 T`a ttQW ,� .1 5 sn'T IA 5‘1016 / t e-�7 .,,..) 1 = ? r N4r✓#s1G f 1 1 I You are hereby notified that no more work shall be done upon these premises until the-above violations are corrected, unless noted otherwise. When corrections have been madeall for inspection. Date fsf' Inspectors 1 BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE 1 0� I E I 'tD SUFI- 'OI�:T I/2" = " 2 L�4T�R�L �NGHO� MODULAR BUILDING CHASSIS BEAM STEEL PIER PER PLAN & NOTES CONCRETE OR ABS PAD PER PLAN & NOTES MODULAR BUILDING CHASSIS BEAM SOIL ANCHOR STRAP PER NOTES SOIL ANCHOR PER PLAN & NOTES MODULAR BUILDING CHASSIS BEAM SOIL ANCHOR STRAP PER NOTES SOIL ANCHOR PER PLAN & NOTES 3 LONGITUDINAL ANGHOR Scale: 112" = I' -0" C C�ME- 0VIE AK7 2014 Li JEFFERSON COUNTY DE°T, OF COMINIUNITY DEVELOPMENT l i —on 1 I mfj) i 4" MINIMUM CONCRETE 5LAB FOUNDATION PLAN SCALE: 3/16" = 1' -0" FILE ciOPi STRUCTURAL NOTE5: I . DE51GN INFORMATION * LOADING: A. BUILDING CODE IBC, 2012 EDITION B. ROOF LIVE LOAD 25 P5F, SNOW C. FLOOR LIVE LOAD 40 P5F OR 1,000# CONC. D. WIND CRITERION 110 MPH, EXP B, Kzt= 1.00 E. SEISMIC CRITERION 5D5 =0.88, le= 1 .0, CATEGORY, D F. ASSUMED SOIL BEARING 1 500 P5F (VERIFY W /LOCAL BUILDING OFFICIAL) 2. CONCRETE: A. DE51GN COMP.5TKENGTH 2,500 P51 B. REINF. YIELD GO K51 C. CONCRETE PADS: I G" 5Q. -4" MIN THICKNESS 3. SPECIALTY ITEMS: A. AB5 PADS TO BE I Gx I G PADS OR LARGER. B. METAL PIERS CAPABLE OF SUPPORTING 6,000, C. LATERAL ANCHORS 5HALL BE 'MINUTEMAN' MMA -18 W/ DRILLED ANCHOR INTO CONCRETE, W/ AN ULTIMATE DESIGN LOAD OF 4,725 #. INSTALL HEAD PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING 15 FULLY BLOCKED AND LEVELED. D. ANCHOR STRAPS SHALL BE AS PROVIDED BY ANCHOR MANUFACTURER, SET ANCHORS SO THE STRAPS WILL BE AT 400 TO 50° FROM HORIZONTAL. E. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. 4. VENTING: A. PROVIDE MINIMUM G MIL POLYETHYLENE VAPOR RETARDER THROUGHOUT CKAWLSPACE. B. UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL KEQUIKEMENT5 AT I NET 5F OF VENTILATION PER 1 500 5F OF FLOOR AREA WITH VAPOR RETARDER 5. ACCESS: A. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. B. PROVIDE 18" MIN. CLEARANCE FROM 501L TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. C. PROVIDE 12" MIN. CLEARANCE FROM 5UBGRADE TO UNDERSIDE OF ALL BUILDING MEMBERS. 7. SITE CONDITIONS: A. FOUNDATION SUBGKADE TO BE 4 "- 3/4 "( -) KOADMIX COMPACTED OVER UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL, COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER A5TM D -G98. B. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE OF 2% FOR I 0 -FEET. i i k of Wa w CID -- II RENEWS: 09 /27/2015 11 i .M W (u O d �o CO G 8 REMSION: 0- 1/07/2014 SHEET : I OF F 1 N Q W� / CL W 00 OC {a— O V) W !s .�:m go O W z 5 00 m of Lu co _ 00 a uj 3 Z 0 z = Wm U W Q O V) Z m ui Q z V1 Q U � q i VI X O l0 ED 0 a REMSION: 0- 1/07/2014 SHEET : I OF F 1 OC O� z .�:m go O U co 00 Z O U O V) Q z o w J U q i O 3 l0 bn w Ln Z = J rl m r-, rl O rn W (V LL u- W I" REMSION: 0- 1/07/2014 SHEET : I OF F 1 PPOWT PT VITATTOW Oucuu. L/ -t — J. PUAT? VTVA7ATTnlKT ou cx.Lt;. L/ -t -- 1 I I METAL SIDING PER CONTRACTOR Jr-ITERSON COU�I-ry DCO BUILDING PLAN REVIEW APPROVED AS SUBMlyrEE) APPROvE-0 AS NOTED REJE(;-rl-:t) Date Rawwa) FOR tool, COMP Coritatt the Buil(Ang Department at 3794,4450 prior to making changes or mWons to the approved plans LEFT ELEVATION Scale: 1/4" = I -� -g Li T w E O Z //Yy LL_ SQ V / z O cn w w Q � o W N F- C� 00 Lo Z 0-) O d LU - O W Z o w V) O _1 U = W O QO z O w w�z� J oo-F Q rOa- a- LL- w W W ~ v Q:� O O O O U w � z O w CN Z �S w Co �WQ O z °�—Co J J w �wQ w V J 00 ct� z Wr�o J f" W J 1- U SCALE: 4 - DATE: June 4, 2014 FI LE: 14109 Al JOB NO: 14109 1 Sy /� F<1 -o �p ,QFC/ S S�ONAL 2 7 77�0 ��,�� ST E � G� EN SHEET t �. . _. -.. - - I 111 - ,r1_rll 1 -;1_ -111 FLOOR /FOUNDATION PLAN. Scale: 1/4" = 1' LL-, Fc ; 4 oY � FNT - F #2 V&4.5' )OTING JNCH _OW HF #1 OR T HF #2 ?4 "Ox4.5' DOTING i" PUNCH :LOW HF #2 WITH 5' DEEP G W/ 6" PAD BELOW L 4A W I- O Z Y Q' Q 0i Z O_ V) > w L,.j F- Q � o Oo (n 00 z 0) (D t= Q I > w r` o w �- z oW N U) J O ^� = W O z `' 0 w ci N O= O O Q g r,.,) n cL tL w W W LLJ ~ ry O O On O w � z w O Q w o 0 Q 0 w �w 4-1 � 0 �� Q � 0 Ld Co J Q Q L W J F— Z W r- U SCALE: 4 DATE: June 4, 2014 FI LE: 14109 Al JOB NO: 14109 PGA VO z -0 32777 F �STE SS�ONAL ENG SHEET , A3 L 4A NOTCH POST FOR BEAM (2) MSTA30 STRAP WRAP AROUND BEAM GLULAM BEAM �, PER PLAN 711z- O BOLTS PLAN VIEW BEAM —POST CONN. �A4 Scale: N.T.S. ('� BEAM—POST CONN. �A4 Scale: N.T.S. BOTTOM CHORD OF ENDWALL TRUSS POST PER PLAN r_3_' BEAM —POST CONN. �A4 Scale: N.T.S. CONNECT TRUSS TO POST W/12 -16d HDG NAILS 2x6x36" MIN. LONG BLOCK WITH 48 -16d HDG NAILS BOTTOM CHORD OF ENDWALL TRUSS POST PER PLAN ('4'� BEAM —POST CONN. AA ¢ Scale: N.T.S. 16d 0 12 "O.C. -\ r 2x6 BOTTOM CHORD 2x6 OF TRUSS ZINSTALL STRONG BACK AT /3 SPAN TO ALIGN WITH ENDWALL POSTS (TYP.) BEAM —POST CONN. �A04 Scale: N.T.S. ROOF FRAMING PLAN Scale: 1/4" = 1' YP. AT ENDWALL POSTS FE Li o� cr?17;ia ;;�� r T,ti�r I [ n r, STRAP BEAMS TOGETHER W/ MSTA30 CONNECT TRUSS TO POST 0 z W/12 -16d HDG NAILS i • 5% "x10/2" GLB PER PLAN to (2) % "O BOLTS i GLULAM BEAM ' PER PLAN 5%2 "x21" GLB ' PER PLAN NOTCH POST FOR BEAM LCE4 2x6x24" MIN. LONG BLOCK (2) MSTA30 STRAPS; WITH 24 -16d HDG NAILS CENTER AT JOINT & O_ NAIL TOGETHER AND WRAP AROUND BEAM NAIL TO POST W/ 10d PT HF POST PER PLAN @ 12" O.C. STAGGERED cn W w Q ECCQ66 A4— P.T. 2X6 KING STUDS ELEVATION VIEW PT HF POST PER PLAN BEAM —POST CONN. �A4 Scale: N.T.S. ('� BEAM—POST CONN. �A4 Scale: N.T.S. BOTTOM CHORD OF ENDWALL TRUSS POST PER PLAN r_3_' BEAM —POST CONN. �A4 Scale: N.T.S. CONNECT TRUSS TO POST W/12 -16d HDG NAILS 2x6x36" MIN. LONG BLOCK WITH 48 -16d HDG NAILS BOTTOM CHORD OF ENDWALL TRUSS POST PER PLAN ('4'� BEAM —POST CONN. AA ¢ Scale: N.T.S. 16d 0 12 "O.C. -\ r 2x6 BOTTOM CHORD 2x6 OF TRUSS ZINSTALL STRONG BACK AT /3 SPAN TO ALIGN WITH ENDWALL POSTS (TYP.) BEAM —POST CONN. �A04 Scale: N.T.S. ROOF FRAMING PLAN Scale: 1/4" = 1' YP. AT ENDWALL POSTS FE Li o� cr?17;ia ;;�� r T,ti�r I [ n r, SHEET f w 0 z Q O_ cn W w Q CL o F-(o ��a z U LLJ o w z �r o w � V) J O U = w Zo O cfl Z O z w N Li F- J 00� Q : (Z LL. w W C46 Ld F--' o ry 0 O _ /L1 ry ry co(V 0 0 w � z ° O 00 w O� � W cl:� C") Q z 0 00�, Z E3 �1 J J � O Ld m O O Z W __j � Lij C) CL �t O L , 00 Q� z W n O � %_ CL_ J Fii z w J F- U SCALE: 4 DATE: June 4, 2014 FI LE: 14109 Al JOB NO: 14109 G-� D. c�Oc 2 -o )3 .pF 327770 F CASTER SS/ON A L ENG SHEET f 26 GA. METAL SIDING, ATTACH PER MANUF. 2x6 DF #2 GIRTS @ 24" O.0 NAIL WITH /3 -16d © EA. END EMBEDED POST PER PLAN PT 2x6 SPLASH PLANK, CLOSE AT SLAB —� PT 2x6 PLATE 6 "CONCRETE FLOOR A \ TYP. GIRT DETAIL W /SLAB ," S 1 Scale: N.T.S. 26 GA. METAL SII ATTACH PER MA 2x6 DF #2 GIRTS © 24" 0. NAIL WITH /3 -16d © EA. EN EMBEDED PO' PER' PL) PT 2x6 SPLASH PLANK, 2" CLEAR FROM GRAVEL PT 2x6 PL/ 26 GA. METAL SIDING, PER MANUF. OVER z /6" ocR NAILED W /8d ® 6/ BL( ALL JOINTS IN ( SHEATH 2x6 DF #2 GIRTS @ 24" 0. NAIL WITH /3 -16d © EA. EN EMBEDED PO' PER PLC PT 2x6 SPLASH PLANK, 2" CLEAR FROM GRAVEL PT 2x6 PL/ RUSHED STONE LOOR ENDWALL GIRT DETAIL W/GRAVEL_ RUSHED STONE .00R SIDEWALL GIRT DETAIL W /GRAVEL Scale: N.T.S. GENERAL NOTES 1. Engineering Design loads: Roof live load: 25 psf (snow) Wind loading based on:110 mph /Exposure "C" Seismic Zone: D per I.B.C. Scale: N.T.S. 2. Construction shall conform to these plans and all applicable codes and local ordinances including the 2006 Edition of the International Building Code. 3. Permanent truss bracing is beyond the scope of the work by Zenovic & Associates. Refer to truss manufacturer or BCSI publication "Guide to Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses" for permanent bracing of manufactured trusses. SOIL NOTES 1. Foundation design is based on: soil bearing capacity of 1500 psf with increases per I.B.C. Table 1804.2. 2. All footings except where noted otherwise on plans shall be set at least 12" into undisturbed earth or certified compacted fill. 3. Any unusual soil conditions such as organic soils, clay pockets or uncertified fills shall be brought to the attention of the engineer prior to construction. WOOD FRAMING NOTES 1. All framing shall be as follows unless noted otherwise on the plans. a. Studs, cripples and miscellaneous vertical framing shall be Douglas Fir /Larch stud grade or better. b. Joist and rafters shall be Douglas Fir /Larch No. 2 or better. c. Headers and beams shall be Douglas Fir /Larch No. 2 or better. d. All wood members in contact with concrete or scil shall be pressure treated Hem /Fir No. 2 or better. 2. Plywood sheathing shall be grade C —D, exterior glue or Structural II, exterior glue in conformance with IBC standard 2304. Oriented strand board of equivalent thickness, exposure rating and panel index may be used in lieu of plywood. Sheathing fasteners shall be driven flush to face of sheathing with no countersinking permitted. Nailing shall be per IBC Table 2304.9.1 unless noted otherwise on plans and /or in shear wall schedule. CONCRETE NOTES 2x6 DF #2 GIRTS © 2 NAIL WITH /3 -16d @ E EMBEDEI PE PT 2x6 SPLASH PLANK, CLOSE AT SLAB PT 2x6 PLC 6" CONC. SLAB -- INTERIOR 26 GA. METAL SIDING, PER KAANUF. OVER '/6" OSB I AI LED W /8d © 4/12, LOCK ALL JOINTS IN OSB HEATHING RUSHED STONE LOOR WALL UIKT DETAIL Scale: N.T.S. 1. Concrete shall be a commercially available transit —mix properly proportioned and delivered to the site in ready —mix trucks. Aggregate size shall be a maximum of 1Y2" in foundations and 3/4" at all other locations. Slump should not exceed 4 ". Curing compound shall be sprayed on all exposed surfaces immediately after final trowelling. 2. All cement shall conform to the ASTM Standard C -150. All aggregate shall conform to ASTM Standard C -33. All reinforcing bars shall conform to ASTM Standard A -615 as follows: #3 — #5 Bars and WWM —Grade 40 #6 Bars and larger —Grade 60 All rebor to be welded shall be ASTM A706 steel. Preheat all bars #7 and larger per AWS D14 -92. Preheat not required for bar sizes #6 and smaller. 3. Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, garage slabs, steps exposed to weather, and other vertical concrete work exposed to weather shall have a minimum 28 —day compressive strength of 4000 psi and shall not contain less than 5 —Y2 sacks of cement per cubic yard. Concrete shall also be air entrained. Total air content (percent by volume) shall not be less than 5% or more than 7 %. 4. Splices in continuous reinforcement shall lap as noted on the plans as follows: Grade 40 reinforcing bars: Minimum of 32 bar diameters Grade 60 reinforcing bars: Minimum of 48 bar diameters 5. Unless shown otherwise, the minimum concrete cover for reinforcing shall be 3" when placed directly against earth and 2" for all other locations unless specified on the plans. 3. Glue laminated members shall be fabricated in conformance with ASTM and AITC standards. All beams shall have an oitc identification mark. All simple span beams shall be douglas fir combination 24F —V4, Fb = 2400 psi, Fv = 240 psi. Camber shall be as shown on plans. 4. Timber connectors called out by letters and numbers shall be Simpson Strong Tie Connectors. Provide the number and size of fasteners as specified by the manufacturer's recommendations. Where connector straps connect two members, one —half of the nails or bolts shall be placed in each member. All bolts in wood members shall conform to ASTM A307. Alternate joist hangers and other hardware may be substituted for items shown provided that they are ICBO approved for equal or greater load capacity. All joist hangers and other hardware shall be compatible in size with members provided. All connectors used with pressure treated wood shall be ZMAX, Post Hot — Dipped Galvanized, or SST300 (Stainless Steel). Use only stainless steel fasteners with stainless steel connectors. Use only Hot — Dipped Galvanized fasteners with ZMAX and Post Hot — Dipped Galvanized connectors. 5. Holes for bolts shall be the bolt diameter plus Y6 6. All bolts, threaded rod and lag screws shall be tightened on installation and retightened before closing in or upon completion of the job. 7. All bolts, lag screws and threaded rod shall be provided with washers where the nut head bears on the wood. Washers shall have a minimum dimension of at least two bolt diameters. 8. All nails for structural work shall be common wire nails as indicated on the plans or ICBO approved mechanically driven fasteners of equivalent holding strength. Nail size and spacing shall be as required by the IBC Table 2304.9.1 and as specified on these plans. 9. All horizontal wood framing shall bear on beams, plates or ledgers with a nominal width or at least 2" or be supported by sheet metal connectors as manufactured by Simpson or equal. 10. All connections between wood members not specifically detailed heron shall be nailed with the minimum nailing specified in IBC table 2304.9.1. 8" ROUND PRE —CAST BOLLARD W /1Y2" CHAMFER AT TOP CONC. BAS FjL�L,/, OR COMPACTED .. CRUSHED RON\ \/X"\ 24" FACE OF BUILDING FINAL GRADE CRUSHED STONE FLOOR UNDISTURBED NATIVE SOIL OR COMPACTED STR. FILL 24"0 , FILL TOP 12" WITH CONCRETE %T-� BOLLARD DETAIL �St Scale: N.T.S. �l E '. OFiYDE1drY J w O z Q z O_ w W Q Cr 0 Ld ° LU X00 z O 6 I Ld d o L L JZ ow N F- U) �-. I U) J O U = L1.J O zoo Z S w Q M N � W 007- a � r� a_ a_ u_. w w O Ld ►---� Q O0- O Q:� O w � z w ti w Q w o � 0 rTl w aco z z�N 0 U 00 ::) W o f-- Uj z r l W W j J �WQD � m O A� 0 a_ ()C) Cr-- � z W O ck-- C. J f— z W J SCALE: AS N 0 TED DATE: June 4, 2014 FI LE: 14109 Al JOB NO: 14109 1 614A �o n.• -O ,p�C/ 27777 'D FMS ST E SYONAL G� EN SHEET ` �M2 S Y ` El OF { to