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Home My WebLink AboutBLD2017-00731 Bridge - BLD Application - 7/31/2017 MASON COUNTY COMMUNITY SERVICES PERMIT ASSISTANCE CENTER: Peruuit No: --Q 07 3 1 •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL { 615 W.Alder Street,Shelton,WA 98684 Phone Shelton:(360)427-9670 ext 352•Fax:(360)427-7798 PhoneREC EI / eelfalr.(360)275-4467•Phone Elma:(360)482-5269 �/ D BUILDING PERMIT APPLICATION JUL 31 2017 PROPERTY OWNER INFORMATION: CONTRACTOR INFO 'ftd(*er Street NAME: J Oho 13&"Ot1 NAME: MAILING ADDRESS: ZO L Vh 0 MAILING ADDRESS: CITY: (216 H(L•MOIL— STATE: W k ZIP: 3_-,Z CITY: ST� lu PHONE#1: 3Lt0-50o1�3Str3 PHONE: t= `` - PHONE#2: Z5b-ZZ$- ZA�Iq EMAIL : EMAIL,:_ K0.�a*.5 i L l a.5(�y� iwsk. A J 1u-- L&I REG# EXP. PRIMARY CONTACT: OWNER CONTRACTOR❑ OTHER❑ NAME IT0110 O&L600 YX EMAIL id . nI ISd� IQrtllPi.MAILING ADDRESS 01e, CITY STATE ZIP PHONE PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 12Z I Lo^ ZLl—0003,0 ZONING LEGAL DESCRIPTION SAbbreviated) P#oP 6"V e4 FIRE DISTRICT SITE ADDRESS NI CITY DIRECTIONS TO SITE ADDRESS 61- RouTt_ 36 Z iyt i t.aE Pour Z. 1 IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YESX NO❑ W055 H�y IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF❑ STREAM TYPE OF WORK: NEW ❑ ADDITION❑ ALTERATION❑ REPAIR❑ OTHER �I�l-t1G C�It.V USE OF STRUCTURE(Residence,Garage,Commercial Bldg, IS USE: PRIMARY❑ SEASONAL ❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg) ❑ YES(Part[s]of Bldg] ❑ NO❑DESCRIBE WORK bibtl(a& O✓& ( Z&1�V_ *Bia QIrw. t— pV oDU— SQUARE FOOTAGE: (propose+existing) I ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: ► J Pr *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL IIEALTH: 0 (Fr SEWAGE/SEWER SOURCE: SEPTIC ❑ SEWER❑ / NEW ❑ EXISTING❑ PLUMBING IN STRUCTURE? YES ❑ NO❑ If yes, attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO❑ EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permittapplication becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) x 3!Lw 17 Signatu oOWNER(Must be siane by the OWNE date DEPARTMENTAL REVIEW . APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL — PUBLIC HEALTH eon Cov Mason County Community Services Building Division SPECIAL INSPECTION & 615 W Alder Street - _ - Shelton, WA 98584 ,Ssa TESTING AGREEMENT 360.427.9670 ext. 352 www.co.mason.wo.us (All references are per the 2015 International Building Code) Project Name: John and Karen Nelson E State Route 302 Belfair Residential Vehicle Bridge Project Address: State Route 302 Mile Post 2.1 Building Permit Number: BLD2017-00731 Date Issued: Z-y 26/-7 BEFORE A PERMIT CAN BE ISSUED: The registered Design Professional in responsible charge shall fill out the Agreement and include the name and address of the company or inspector. Two (2) copies of this form are to be submitted to the County prior to the issuance of a building permit. If changes are made as to who will perform the special inspections a new form shall be submitted and turned into the Building Permits&Inspections Division for approval. STATEMENT OF SPECIAL INSPECTIONS: In addition to this Agreement, a "Statement of Special Inspections" shall be provided per IBC 1704.3. This Statement shall be made as part of the approved plans, and be placed in a conspicuous location,such as the first page of the construction plans or the first page of the structural sheets. SPECIAL INSPECTORS:All special inspectors shall be approved by the Building Division prior to performing any duties. The special inspector shall provide proof of certification as a special inspector for each inspection item and be licensed by the State of Washington. SPECIAL INSPECTION REPORTS: Special inspection reports are to meet the requirements of IBC 1704.2.4. Copies of each report are to be sent to the address listed in the letterhead noting the Project Address and Permit Number. A final report shall be submitted stating that all special inspection and structural testing items were completed and are in conformance with the approved design drawings and specifications. Items not in conformance, unresolved items,or any discrepancies in inspection coverage (i.e. missing inspections, periodic inspections when continuous was required, etc.) shall be specifically itemized in the final report. Areas requiring special inspection: Name of Agency: Address&Contact Information ❑ Unapproved Fabricators(IBC 1704.2.5) Other than Structural Steel(IBC Table 1705.2.2) ❑ Steel floor&roof decks ❑ Welding of reinforcement ❑ Cold-formed steel Structural Steel John D. Nelson, 2011 Drummond Dr. NW ❑ Welding(Per N5.4 of AISC 360-10) WA Civil PE#39603 Gig Harbor,WA 98332 ❑ Details(Per N5.7 of AISC 360-10) 360-509-3563 X High-strength bolts(Per N5.6 of AISC 360-10) John D.Nelson, 2011 Drummond Dr. NW Concrete Construction(per IBC Table 1705.3) WA Civil PE#39603 Gig Harbor,WA 98332 X Reinforcement,embeds,anchors 360-509-3563 ❑ Formwork ❑ Materials ❑ Shotcrete ❑ Post-tensioned/Pre-stressed Concrete ❑ Erection of precast concrete Page 1 of 3 Mason County Community Services Building Division SPECIAL INSPECTION & 615 W Alder Street - Shelton, WA 98584 IR54 TESTING AGREEMENT 360.427.9670 ext. 352 www.co.mason.wa.us Areas requiring special inspection: Name of Agency: Address&Contact Information Masonry Construction(IBC 1705.4) ❑ Prior to Construction(Article 1.15,TMS-602) ❑ As Construction Begins(Article 1.19.2,TMS-402) ❑ Prior to Grouting(Table 1.19.2,TMS-402) ❑ During Construction(Per TMS-402&TMS-602) Wood Construction ❑ High-Load Diaphragms(IBC 1705.5.1) ❑ Wood Trusses>60ft(IBC 1705.5.2) John D.Nelson, 2011 Drummond Dr. NW X Soils(IBC Table 1705.6) WA Civil PE#39603 Gig Harbor,WA 98332 360-509-3563 ❑ Driven Deep Foundations(IBC Table 1705.7) ❑ Cast-in-place Deep Foundations(IBC Table 1705.8) ❑ Helical Pile Foundations(IBC 1705.9) ❑ Sprayed Fire-Resistant Materials(IBC 1705.13) ❑ Mastic&Intumescent Coatings(IBC 1705.14) ❑ EIFS(IBC 1705.15) ❑ Fire-Resistant Penetrations(IBC 1705.16) ❑ Smoke Control(IBC 1705.17) ❑ Structural Steel(IBC 1705.12.1&AISC 341-10) ❑ Structural Wood(IBC 1705.12.2) Page 2 of 3 �--. IL% t�0�x COa�aA Mason County Community Services Building Division SPECIAL INSPECTION & 615 W Alder Street Shelton, WA 98584 IF54 TESTING AGREEMENT 360.427.9670 ext. 352 www.co.mason.wa.us ❑ Cold-formed Steel(IBC 170S.12.3) ❑ Mechanical&Electrical Components(1705.12.4) ❑ Architectural Components(IBC 1705.12.5) ❑ Storage Racks(IBC 1705.12.7) ❑ Other (IBC 1705.1.1) ❑ Other (IBC 1705.1.1) Declaration by Architect/Engineer I, the design professional in responsible charge for this project, declare that the above listed special inspection and structural testing items are required for this project in accordance with IBC Chapter 17. Sr 07-44-36-0240' Date Declaration by Owner I,the Owner of the project,declare that the above listed firm(s)or individual(s)are hired by me to perform special inspections and structural testing for the project pursuant to IBC 1704.2. Signature - Date CONTRACTOR RESPONSIBILITY: Each contractor involved with the construction of wind or seismic force-resisting systems shall comply with the requirements of IBC 1704.4. The contractor is responsible for providing the special inspector access to approved plans and contract documents at the job site. All special inspection records shall be retained at the job site by the contractor and shall be made available to the Building Department upon request. Declaration by General Contractor I, the General Contractor of the project, agree to comply with the "Contractor Responsibility" items noted above. ��✓ 2017.12.04 07:48:03-08'00' Signature Date Page 3 of 3 PLAN N�N G• ~�� GENERAL STRUC"I'URAL NOTES GENF.RAI, ALL SETBACKS ARE MEASUREC THIS BRIDGE CONFORMS TO TI1E ASSI-ITO LEDS BRIDGE DESIGN STANDARD SPECIFICATIONS FOR - `- HIGHWAY BRIDGES AND WSDOT BRIDGE DESIGN NIANUAL M23-50.16. ALL OSHA AND FROM THE FURTHEST i WASHING"fON LScI REGULATIONS SHALL BE COMPLIED WITH DURING CONSTRUCTION. PROJECTION OF THE BUILDING DESIGN LOADS O'C S O� DESIGN LIVE LOAD = HL-93(72KIP PLUS IMPACT LOAD) SO DESIGN MAXIMUM LANE MOMENT = 114.4 KIII-FT DESIGN DEAD LOAD = 0.64 KIP/LF ve DESIGN LOAD ON SILL = 56.2 KIPS MAXIMUM DEFLECTION = 0.0171N< L/800 FOUNFATIONS �+ NATIVE SOIL BEARING PRESURE IS LIMITED TO 3000 PSF FOR GM SOIL TYPE USING UNIFIED SOIL rop s CLASSIFICATION SYSTEM. BOTTOM OF ALL FOOTINGS TO BEAR ON NATIVE,INORGANIC UNDISTURBED SOIL A MINUMIM OF 1.0 FT BELOW THE EXISTING GRADE ON SELECT, COMPACTED,STRUCTURAL FILL.COMPACTED TO APPROXIMATELY 90%MAXIUMUM DENSITY. PL oe PRECAST CONCRETE MASON COUNTY DCD PLANNING ATTAIN MINIMUM COMPRESSIVE STRENGTHI OF 4000 PSI AT 28 DAYS. CONSTUUCTION TO BE IN C� ACCORDANCE Wffll ACI 318"PART 2-STANDARDS FOR TEST AND MATERIALS"."PART 3- SITE PLAN REQUIRED TO BE ON SITE a CONSTRUCTION RCQIEMENTs",".AND CIIAPTER 16--PRECAST CONCRETE". CHANGES SUBJECT TO APP AL REIENFORCEMF.NT Date ALL STEEL REBARS SHALL CONFORM TO ASTIVI A615 GRADE 60. ON-SITE WELDING INCLUDE BY aZ STRINGER PLATES WELDED TO THE FOOTING PLATES AND,SPOT WELDING TIIE DECKING TO TI1E GRIDERS.ALL WELDS SHALL USE E70XX ELECTRODES. MINIMUM REBAR CLEARANCE SI[ALL BE 2'/"CLEAR(CLR)FROM FOOTING EDGES. RECEIVED STRUCTURAL S"PEEL t STRUCTURAL SHAPES,MISC.CONNECTION PLATES,ANGLES SHALL CONFORM TO ASTM A588 h WEATI ING STEEL,Fv=50 KSL STEEL IS TO BE ERECTED IN ACCORDANCE WITH A1SC"CODE OF JUL 31 L ;!J D STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES,,. BOLTS:ASTM A325 HIGH STRENGTH BOLTS(H.S.B.). ALL BOLTS AND ANCHORS SHALL BE HOT DIPPED GALVANIZED 2 FINISH.ANCHOR BOLTS TO BE SNUG TIGHT ON FIXED END,FINGER TIGHT ON EXPANSION END 615 W.Alder Stfp ' / _ STEEL DECK z STEEL SHAL CONFORM TO ASTM A1011,Fv=45 KSI MINIMUM. DECK UNITS SHALL BE 12"X4%'X 9 -� GAGE BRIDGE PLANT MANUFACTURERED BY CONYTECH CONSTRUCTION PRODUCTS INC. aZ �a WOOD SAWN LUMBER: DRIVE LANE PLANTS-NO.2 AND BETTER DOULAS FIR-LARC I I-TREATED 320 / ' 2 me (3 O ----------------------------- -0 _.-N ).93 JS._ 325 I h Z 119 Project Location @ 603 (3)26.38,(300)3.35 approximate milepost 71 2.1 WSDOT SR302 I 300 25 � ,o 330 (300)0.00 20 (3)24.91,1 (106)20.09 (101)331.7 (119)0.00 (3)23.26 i- Site Vicinity Map, Site (302)0.00 , 15 Location, and General 335 20 Structural Notes 5 10 5,/ 337.00, 106 6)0.00 , 15 340 A4 A C flN 3 %