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Home My WebLink AboutBLD2014-00807 Fireplace Repair - BLD Permit / Conditions - 9/2/2014 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar P.O. Box 279 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2014-00807 OWNER: STAN GRAHAM RECEIVED: 9/2/2014 CONTRACTOR: JOHN ERWIN REMODELING 360-705-2938 LICENSE: JOHNER*00802 EXP: 12/1/2015 ISSUED: 9/2/2014 SITE ADDRESS: 20 E SPRINGWOOD CT SHELTON EXPIRES: 3/2/2015 PARCEL NUMBER: 420125500001 LEGAL DESCRIPTION: SPRINGWOOD LOT: 1 PROJECT DESCRIPTION: DIRECTIONS TO SITE: REPAIR/REINFORCE EXISTING FIREPLACE General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: R3 Lot Size: Deck: Type of Work: REP Fire Dist.: No. of Stories: Occ. Load: Building: Valuation: Building Height: Occ. Status: Primary Basement: Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: Rear: Ft. Slope: Ft. SEPA?: Model: Width: Ft. Shoreline Desig.: _ Side 1: Ft. Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee DLC 9/2/2014 $73.00 S2201400000001 Building State Fee DLC 9/2/2014 $4.50 S2201400000001 Building Permit Fee DLC 9/2/2014 $ 141.00 S2201400000001 Total $218.50 BLD2014-00807 Please refer to the following pages for conditions of this permit. Page 1 of 4 CASE NOTES FOR BLD2014-00807 CONDITIONS FOR BLD2014-00807 1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are p ential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-64 -0 82. The signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) This pe it is approved to repair an existing fireplace in accordance with the design specifications prepared by Thompson Engineering, projec 14-152. The repair work includes installation of pipe piles. Special inspections shall be performed by the the design professional in accordance with the 2012 Inte nation Building Code, Table 1705.7. Special inspection reports shall be submitted to the Mason County Building Department, 426 West Cedar , Shelton" helton A 98584 prior to the inspection performed by the Mason County Building Inspector. X 3) All approvj plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be grante . In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Departmenj p for to any,? er inspections being performed or approvals granted. X 4) Owner/ t responsib post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 5) Any chap es in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Departmen prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If currents ar moved, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charge anq shall be e d by the Building Department prior to any further inspections being performed or approvals granted. X 6) All c tructi n must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State f Wa ington. Occ ancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit re ion. X BLD2014-00807 Please refer to the following pages for conditions of this permit. Page 2 of 4 7) The demolition and disposal of debris must meet the regulations of Mason County and Olympic Region Clean Air Agency (ORCAA). It is unlawful for any person to cause or allow the demolition (or major renovation) of any structure unless all asbestos containing materials have been identified and removed from the area to be demolished. Work shall not commence on an asbestos project or demolition project unless the owner or operator has obtained writ n approval from ORCCA.2490 B Limited Lane NW, Olympia WA 98502, 360.586.1044/800.422.5623www.orcaa.org X 8) ProvisV for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacearcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormr ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be loc ed within 2 ' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. X 9) All changes o" proved" b i ing plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance reg lation, a reviewed apd approved by Mason County prior to construction. X 10) CONST CTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDIN CODE. The con truction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the i ernational co as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspect r hall be m r to requesting additional inspections. X 11) All bu ing permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to requ st a al inspectio r to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason Cou ordinanc building regulations. X 12) All permi xpire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for period not exc ding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder ha prevented n from being taken. No more than one extension may be granted. X 13) ALL S FACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPE TIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD X BLD2014-00807 Please refer to the following pages for conditions of this permit. Page 3 of 4 OWNER / BUILDER acknowledges 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, owners legal representative, or contractor. 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 authorized agent 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 permit/application 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 IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT11LICATION OF 10 DAYS WILL INVALIDATE THE APPLICATION. Signa re Date _ OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2014-00807 Please refer to the following pages for conditions of this permit. Page 4 of 4 s �r90x_ CO& MASON COUNTY PERMIT NO. M DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. 352 1851 PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext. 352 BUILDING PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Stan/Suzie Graham NAME:John Erwin MAILING ADDRESS:20 E S r�ingwood Ct MAILING ADDRESS: 310 South Bay Rd NE Ste C CITY:Shelton STATE:WA ZIP: 98584 CITY: Olympia STATE: WA ZIP: 98506 PHONE:3604260691 CELL: PHONE: 8607052938 CELL: 3602391311 EMAIL: smgraham48(ayahoo.com EMAIL : L&I REG#60 680 142 EXP. 12/ 01/15 PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) 420125500001 FIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED): SITE ADDRESS 20 E springwood ct CITYS e ton DIRECTIONS TO SITE ADDRESS 06�o D Y . IS PROPERTY WITHIN 200 FT: G1 SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO❑ t TYPE OF JOB: NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR[X OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) residence IS USE: PRIMARY[X SEASONAL 4 NUMBER OF BEDROOMS NUMBER OF BATHROOMS 2 DESCRIBE WORK fireplace pin pile level SOUARE FOOTAGE: 1 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: *4 COPIES OF THE FLOOR PLAN MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER OWNER/BUILDER acknowledges 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,owners legal representative,or contractor. 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 authorized agent 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 inspec'on.This permit/application becomes null 8 void if work or authorized construction is not commenced within 180 days or if construc on work is suspe •ed for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTIQ& INACTIVITY OFT ERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X Z • l g ature of Applic2nt Date X L 2 OWNER / REPRESENTATIV /CONTRACTOR int Name (CIRCLE TO INDIC E) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT ' I'Ib I I PLANNING DEPARTMENT FIRE MARSHAL MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street PO Box 279, Shelton, WA 98584 1854 www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma(360)482-5269 SPECIAL INSPECTION (SI) & STRUCTURAL OBSERVATION (SO) REQUIRMENTS 2012 International Building Code Permit# Project Name IJ of — `/ZlpiZ -5, Project Address �/�}/ ^ ��i�I ason County Tax Parcel Number d Have the responsible Registered Desig( Professional(RDP)identify all the items which apply to this project&indicate which agency(by NUMBER 1-6, see below-no Xs)is responsible for each SI or SO.See the 2012 IBC for further info. IBC RDP SIA SO IBC Section Title Section (Number (Number only) only) 1705.1.1 Special cases list cases here-includes suspended ceilings). 1705.2.1 SE Structural Steel, (see tables per AISC 360-if required include in Structural Plans). 1705.2.2 SE Steel construction other than Structural Steel,(see Table 1705.2.2-if required include table in Structural plans). 1705.3 SE Concrete construction, (see Table 1705.3&WAC table 1705.3-if required include table in Structural plans). 1705.4 SE Masonry construction,(see Tables per TMS 420/ACI,530/ASCE 5& TMS 602/ACI 530.1/ASCE 6 if required include tables in structural lans). 1705.5 SE Wood construction. 1705.6 GEO Soils see Table 1705.6-if required include table in Structural plans). 1705.7 SE O Driven deep foundations,(see Table 1705.7-if required include table in Structural lans). 1705.8 SE Cast-in-place deep foundations(see Table 1705.8-if required include table in Structural lans). ' 1705.9 SE Helical pile foundations. 1705.10.1 SE Structural Wood for Wind Resistance. 1705.10.2 SE Cold-formed steel light-frame construction for Wind Resistance. • 1705.10.3 SE Wind-resisting components roof or wall cladding). 1705.11.1 SE Structural Steel for Seismic Resistance. 1705.11.2 SE Structural Wood for Seismic Resistance. 1705.11.3 SE Cold-formed steel light-frame construction for Seismic Resistance. 1705.11.4 SE Designated seismic systems. 1705.11.5 Arch NA Architectural components. 1705.11.6 ME NA Mechanical and Electrical components. 1705.11.7 SE Storage racks. 1705.11.8 SE Seismic isolation systems. 1705.13 Arch NA Sprayed fire-resistant materials. 1705.14 Arch NA Mastic and intumescent fire-resistant coatings. 1705.15 Arch NA Exterior insulation and finish systems(EIFS). 1705.16 Arch Fire-resistant penetrations&joints by Mfg representative. (There are NO WABO certified personnel in this area yet). 1705.17 ME NA Smoke control. 1704.5 SE NA Structural Observation in Seismic Design Category D areas when a structure is a Occupancy Category III or IV structure or over 75'AFG AGENCIES AND REGISTERED DESIGN PROFESSIONALS WABO approved special Inspection agencies(SIA-PRINT) SIA 1 SIA 2 Registe ed design rofessional RDP)In responsib a for structural observation(SO) RDP 3 RDP 4 Registered geotechnical engineer(GE)in responsible for inspection of soils GEO 5 GEO 6 SIGNATURES Registered Design Professionals As the design professional in responsible charge of a portion of this project I have made a reasonable effort to note all required special inspections and structural observations for that portion of the project. *All are required. Name (print) Signature Date *Arch GEO ME n *SE_ �UVr.HOSd� **Owner or Agent **The signature le e owner or owner's merely indicates that he or she has reviewed the completed form. ABBREVIATIONS Arch architect GEO geotechnical engineer IBC International Building Code ICCES International Code Council Evaluation Services ME mechanical engineer MCBD Mason County Building Department RDP registered design professional SE structural engineer SI special inspection (IBC 1704) SIA special inspection agency SO structural observation(IBC 1710) WABO Washington Association of Building Officials SPECIAL INSPECTION &STRUCTURAL OBSERVATION TASKS OWNER OR OWNER'S AGENT: -The signature of the owner or the owner's agent merely indicates that he or she has reviewed the completed SI&SO form.The definition of the agency relationship(see 1704.1)is beyond the score of this form. -Attend preconstruction meeting on SI and SO if required. DESIGN PROFESSIONALS: -Include in the contract documents the information on SI,SO and quality assurance required in Chapter 17 -Obtain a topy of County Apnex.Complete the form and give a signed copy to the permit applicant prior to permit application. -Attend preconstruction meeting on SI and SO if required. PERMIT APPLICANT: -Verify that the inspection agency is registered with WABO by checking the website: http://www.wabo.org/specialinspection-agencies -Submit certificate for fabricators approved by ICC Evaluation Services http://www.icc-es.orci/(This eliminates the need for special inspection of shop fabricated components.) CONTRACTORS: -Submit certificate of approval by ICC Evaluation Services if a fabricator supplying items requiring SI has ICCES approval if required. -Coordinates SI and SO and provide a copy of all required reports to the Mason County inspector Maintain records of all SI and SO Correct any non-complying items noted during SI or SO SPECIAL INSPECTION AGENCY Attend preconstruction meeting on SI if required. -Furnish inspection reports to the Mason County Building Department and provide a copy on site for inspection and RDP -Bring to immediate attention of the Mason County Building Inspector and RDP,any discrepancies which are not corrected by the contractor. -Submit final letter documenting special inspection and resolution of all discrepancies to the Mason County Building Department at PO Box 279, Shelton, WA 98584/FAX: (360)427-7798 THOMPSON Randall Thompson, P.E. E N G I N E E R I N G 360-916-B079 1- 3 1131.8 - Lake Perk Dr. SW Tumwater, WA • 98612 Fax: 360.350.0803 Mason County Building Department Building Inspector IV DATE: 9-18-14 RE: Graham residence-Thompson Engineering Project#14-152. To Whom it may concern.I visited the aforementioned project site to observe installation of the chimney foundation support piles. I observed as the Contractor's crew installed the(2)2'' diameter steel pin-piles in compliance with my previous engineered and approved design. If you have any questions,call me at(360')918-8079 Sincerely. Randall N. 1110 Pson. P.E. ` yam a / - z GrsT t. C?`` • d'�i� A 1. r FILE COPY REVIEWED OR CODE COMPLIANCE Documents attached to approved plans: MASON COUNTY Site plan: BUILDING 'DEPARTMENT Plan review checklist::— Pages Date Engineering: Q N Lateral vertical Number of pages CS ark/��' e G✓ah�71 D/a -5 S- 69000 / -ft,aESE PLANS 'MUST BE THr ,i SITE ;R INSP _ ('ION ML;ST FJ"''r",* ALL CURRENT WASHil ..,i utj STATE CC;" S GRANGES SUB ;TO PERFORMING WORK HANGES FOR L PRIOR . . SPECIAL INSPECTION/SCOPE This permit is approved to repair an existing fireplace in accordance with the design specifications prepared by Thompson Engineering,project#14-152. The repair work includes installation of pipe piles. Special inspections shall be performed by the the design professional in accordance with the 2012 Internation Building Code,Table 1705.7. Special inspection reports shall be submitted to the Mason County Building Department,426 West Cedar St, Shelton,WA 98584 prior to the inspection performed by the Mason County Building Inspector. 5oN COUP MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street PO Box 279, Shelton, WA 98584 185d www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma(360)482-5269 SPECIAL INSPECTION (SI) & STRUCTURAL OBSERVATION (SO) REQUIRMENTS 2012 International Building Code az of y - oo Fa 7 ,2 [AAA Permit# Project Name Project Address .!�G/ kl ^ n s--?&Mason County Tax Parcel Number Have the responsible Registered Desigfi Professional (RDP)identify all he items which apply to this project&indicate which agency(by NUMBER 1-6, see below-no Xs)is responsible for each SI or SO.See the 2012 IBC for further info. IBC RDP SIA SO IBC Section Title Section (Number (Number only) only) 1705.1.1 Special cases list cases here-includes suspended ceilings). 1705.2.1 SE Structural Steel, (see tables per AISC 360-if required include in Structural Plans). 1705.2.2 SE Steel construction other than Structural Steel,(see Table 1705.2.2-if required include table in Structural plans). 1705.3 SE Concrete construction,(see Table 1705.3&WAC table 1705.3-if required include table in Structural plans). 1705.4 SE Masonry construction,(see Tables per TMS 420/ACI,530/ASCE 5& TMS 602/ACI 530.1/ASCE 6 if required include tables in structural lans). 1705.5 SE Wood construction. 1705.6 GEO Soils, see Table 1705.6-if required include table in Structural plans). 1705.7 SE j Driven deep foundations,(see Table 1705.7-if required include table in Structural plans). 1705.8 SE Cast-in-place deep foundations(see Table 1705.8-if required include table in Structural lans). 1705.9 SE Helical pile foundations. 1705.10.1 SE Structural Wood for Wind Resistance. 1705.10.2 SE Cold-formed steel light-frame construction for Wind Resistance. 1705.10.3 SE Wind-resisting components roof or wall claddin . 1705.11.1 SE Structural Steel for Seismic Resistance. 1705.11.2 SE Structural Wood for Seismic Resistance. 1705.11.3 SE Cold-formed steel light-frame construction for Seismic Resistance. 1705.11.4 SE Designated seismic systems. 1705.11.5 Arch NA Architectural components. 1705.11.6 ME NA Mechanical and Electrical components. 1705.11.7 SE Storage racks. 1705.11.8 SE Seismic isolation systems. 1705.13 Arch NA Sprayed fire-resistant materials. 1705.14 Arch NA Mastic and intumescent fire-resistant coatings. 1705.15 Arch NA Exterior insulation and finish systems(EIFS). 1705.16 Arch Fire-resistant penetrations&joints by Mfg representative. (There are NO WABO certified personnel in this area yet). 1705.17 ME NA Smoke control. 1704.5 SE NA Structural Observation in Seismic Design Category D areas when a structure is a Occupancy Category III or IV structure or over 75'AFG AGENCIES AND REGISTERED DESIGN PROFESSIONALS WABO approved special Inspection agencies(SIA-PRINT) SIA 1 SIA 2 Registe ed design rofessional RDP) n responsib e for structural observation(SO) RDP 3 RDP 4 Registered geotechnical engineer(GE)in responsible for inspection of soils GEO 5 GEO 6 SIGNATURES Registered Design Professionals As the design professional in responsible charge of a portion of this project I have made a reasonable effort to note all required special inspections and structural observations for that portion of the project. *All are required. Name (print) Signature Date *Arch GEO ME n *SE f1�•n�V •w�D�D*� **Owner or Agent **The signature le e owner or owner's merely indicates that he or she has reviewed the completed form. ABBREVIATIONS Arch architect GEO geotechnical engineer IBC International Building Code ICCES International Code Council Evaluation Services ME mechanical engineer MCBD Mason County Building Department RDP registered design professional SE structural engineer SI special inspection (IBC 1704) SIA special inspection agency SO structural observation(IBC 1710) WABO Washington Association of Building Officials SPECIAL INSPECTION &STRUCTURAL OBSERVATION TASKS OWNER OR OWNER'S AGENT: -The signature of the owner or the owner's agent merely indicates that he or she has reviewed the completed SI&SO form.The definition of the agency relationship(see 1704.1)is beyond the score of this form. -Attend preconstruction meeting on SI and SO if required. DESIGN PROFESSIONALS: -Include in the contract documents the information on SI,SO and quality assurance required in Chapter 17 -Obtain a copy of County Annex.Complete the form and give a signed copy to the permit applicant prior to permit application. -Attend preconstruction meeting on SI and SO if required. PERMIT APPLICANT: -Verify that the inspection agency is registered with WABO by checking the website: httr)://www.wabo.org/specialinspection-agencies -Submit certificate for fabricators approved by ICC Evaluation Services http://www.icc-es.org/(This eliminates the need for special inspection of shop fabricated components.) CONTRACTORS: -Submit certificate of approval by ICC Evaluation Services if a fabricator supplying items requiring SI has ICCES approval if required. -Coordinates SI and SO and provide a copy of all required reports to the Mason County inspector -Maintain records of all SI and SO -Correct any non-complying items noted during SI or SO SPECIAL INSPECTION AGENCY -Attend preconstruction meeting on SI if required. - Furnish inspection reports to the Mason County Building Department and provide a copy on site for inspection and RDP -Bring to immediate attention of the Mason County Building Inspector and RDP,any discrepancies which are not corrected by the contractor. -Submit final letter documenting special inspection and resolution of all discrepancies to the Mason County Building Department at PO Box 279, Shelton,WA 98584/FAX: (360)427-7798 SPECIAL INSPECTIONS AND TESTS geotechnical report,and the construction documents prepared 1705.10.3, unless exempted by the exceptions to Section by the registered design professionals shall be used to deter- 1704.2, are required for buildings and structures constructed mine compliance.During fill placement,the special inspector in the following areas: shall determine that proper materials and procedures are used 1. In wind Exposure Category B,where V,,d as determined in accordance with the provisions of the approved geotechni- in accordance with Section 1609.3.1 is 120 miles per cal report. hour(52.8 m/sec)or greater. Exception: Where Section 1803 does not require report- 2. In wind Exposure Category C or D,where V�d as deter- ing of materials and procedures for fill placement,the spe- mined in accordance with Section 1609.3.1 is 110 mph cial inspector shall verify that the in-place dry density of (49 m/sec)or greater. the compacted fill is not less than 90 percent of the maxi- mum dry density at optimum moisture content determined 1705.10.1 Structural wood. Continuous special inspec- m accordance with ASTM D 1557. tion is required during field gluing operations of elements in of the main windforce-resisting system. Periodic special 1705.7 Driven deep foundations. Special inspections shall inspection is required for nailing, bolting, anchoring and be performed during installation and testing of driven deep other fastening of components within the main windforce- foundation elements as required by Table 1705.7. The resisting system, including wood shear walls, wood dia- approved instruction documents prepared by the registered phragms,drag struts,braces and hold-downs. design professionals,shall be used to determine compliance. Exception:Special inspection is not required for wood 1705.8 Cast-in-place deep foundations.Special inspections shear walls, shear panels and diaphragms, including shall be performed during installation and testing of cast-in- nailing,bolting,anchoring and other fastening to other place deep foundation elements as required by Table 1705.8. components of the main windforce-resisting system, The approved geotechnical report,and the construction docu- where the fastener spacing of the sheathing is more ments prepared by the registered design professionals, shall than 4 inches(102 mm)on center. be used to determine compliance. 1705.10.2 Cold-formed steel light-frame construction. 1705.9 Helical pile foundations.Special inspections shall be Periodic special inspection is required during welding performed continuously during installation of helical pile operations of elements of the main windforce-resisting foundations. The information recorded shall include installa- system. Periodic special inspection is required for screw tion equipment used, pile dimensions, tip elevations, final attachment,bolting,anchoring and other fastening of com- ( depth,final installation torque and other pertinent installation ponents within the main windforce-resisting system, data as required by the registered design professional in including shear walls,braces,diaphragms,collectors(drag responsible charge. The approved geotechnical report and struts)and hold-downs. the construction documents prepared by the registered design * professional shall be used to determine compliance. Exception:Special inspection is not required for cold- formed steel light-frame shear walls, braces, dia- ** 1705.10 Special inspections for wind resistance. Special inspections itemized in Sections 1705.10.1 through TABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 1.Verify element materials,sizes and lengths comply X with the requirements. 2.Determine capacities of test elements and conduct X _ additional load tests,as required. 3.Observe driving operations and maintain complete and X accurate records for each element. 4.Verify placement locations and plumbness,confirm type and size of hammer,record number of blows per foot of penetration,determine required penetrations to X — achieve design capacity,record tip and butt elevations and document any damage to foundation element. 5.For steel elements,perform additional inspections in accordance with Section 1705.2. 6.For concrete elements and concrete-filled elements, perform additional inspections in accordance with — — Section 1705.3. 7.For specialty elements,perform additional inspections as determined by the registered design professional in — — responsible charge. 2012 INTERNATIONAL BUILDING CODE"` 385 THOMPSON Randall Thompson, P.E. E N G I N E E R I N G 360.918-8079 1 131-B • Lake Park Or. SW Tumwater, WA • 98512 Fax: 360-350-0803 STRUCTURAL CALCULATIONS STRUCTURAL REPAIRS GRAHAM RESIDENCE FIREPLACE PROJECT #14-152 LOCATED AT 20 E SPRINGWOOD CT. SHELTON, WA 98584 BY RANDALL N. THOMPSON, P.E. 45 v 4 4 „LL CUB; 'T WAS ATEGL :. S F t CHANGES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK THFSE PLANS IMUST BE TH " SITE R INSP, j ION r SCOPE OF WORK: Provide structural design for reinforcement of settled fireplace at existing residence per clients request. PROJECT DESCRIPTION: Single story wood framed structure. Exterior masonry fireplace and chimney have settled and rotated away from house. Provide pin-pile support design to level and secure footing. DESIGN PARAMETERS: GRAVITY LOADS: Roof. Trusses &comp. = 15 psf dead 25 psf live 40 psf total Floor: Conventional = 12 psf dead 10 psf partition = 40 psf live 62 psf total Decks: Conventional = 10 psf dead = 40 psf live 50 psf total Walls: Conventional = 10 psf dead SITE SOILS DATA: Assumed allowable soil bearing pressure= 1500psf LATERAL LOADS: Wind: Basic wind speed= 110 MPH Exposure category`B" TqESE'PLANS MUST BE ''NI THE -g SITE Seismic: :J R INSr'�_C 'ION Design category"02" I 311S b; .Ml 381Sm SNVld 353tii 91" 0t,-6 .Vid d01 Tom.!-S r J� ' y{ _ ' Jt(�'c1i S, �� 33[id o&d ffulsq 'T E�^oi3-�Si;-.^r'�E :Xe� SGQ8-8L6-�SE :A8 ,iiOSdUU®HJL Job. r J THOMPSON Date: BY: E N O IN E E R I N O 360-918-8079 Fax: 360-350-0803 Sheet: Page 3 of Pip1q, Kies ! 1 . Pipe Piles shall be sized as shown on the drawings and have the owi -- - IPE SIZE OUTSIDE WAIL HAMMER. CAPACITY DIAMETER THICKNESS SIZE (KIPS) (TYPICAL F.S.=2 2" 2.375" 0 .218" sch. 400 lb. 4 80 �I 3" 3 .511 0.216" sch. 650 lb. 10 40 4" 4 .511 0.237" sch. 850 lb. 20 40 2 . A11 pipe Piles are driven to refusal which is defined as less than 1" of penetration in a given period of time as d HAMMER WEIGHT SECONDS PER INCH (LBS) 2" PIPE 3" PIPE 4" PILE Jack 90 60 i N/A N/A Hammer HHB-05 135 35-40 N/A N/A TB 125 400 12-15 20-23 N/A TB 225 650 8-10 14-16 18-20 TB 325 850 6-8 10-12 14-16 3 . Pipes sections shall have full bearing at section to section connections. T!17-SE PLANE MUST BE TH" '1 SITE �HPr:- R Isar=, :T 1ON T� ALL CUPRFNT WASH i u�q STATE C, '.:S THOMPSON Randall Thompson, P.E. E N G I N E E R I N G 360-918-9079 13 1 131.6 • Lake Park Or. SW Tumwater, WA • 98512 Fax: 360.350-0803 SEEN STRUCTURAL CALCULATIONS STRUCTURAL REPAIRS GRAHAM RESIDENCE FIREPLACE PROJECT #14-152 LOCATED AT 20 E SPRINGWOOD CT. SHELTON, WA 98584 BY RANDALL N. THOMPSON, P.E. �., 4" 64 ,zr. dip 01>331ES SCOPE OF WORK: Provide structural design for reinforcement of settled fireplace at existing residence per clients request. PROJECT DESCRIPTION: Single story wood framed structure. Exterior masonry fireplace and chimney have settled and rotated away from house. Provide pin-pile support design to level and secure footing. DESIGN PARAMETERS: GRAVITY LOADS: Roof. Trusses & comp. = 15 psf dead 25 psf live 40 psf total Floor: Conventional = 12 psf dead 10 psf partition 40 psf live 62 psf total Decks: Conventional = 10 psf dead 40 psf live 50 psf total Walls: Conventional = 10 psf dead SITE SOILS DATA: Assumed allowable soil bearing pressure= 1500psf LATERAL LOADS: Wind: Basic wind speed = 110 MPH Exposure category"B" Seismic: Design category "D2" Jots." THOMPSON Data: E N O I N E E R I N O 360-918-8079 Fax.- 360-350-OS03 Sheet:!aG't" Page Of 14MUMO V SWUENCL- L Instal].pipe piles 2. Art" tom, I► (� 3. Izw] 1:�%, as rcqWred. 4. Po L49 '-Its -Fi Le, C-W 1 leg 644 t •� s t[ �t w N �L �5 ..'� - •!��- STD:. L TOP P�. � `=.•.: . ." _: 4 -��, STEM RM 4 NUT FOR K . STEE.L-PM PUX C5 , O :YAM rro- F, ` Job: THOMPSOIV Date: By: E Al O I N E E R I N O 360-918-8079 • Fax: 360-350-0803 Sheet: page of Qipe P-1ies 1 . Pipe Piles shall be sized as shown on the drawings and have the IPE SIZE OUTSIDE WALL HANIM CAPACITY DIAMETER THICRPESS SIZE (KIPS) (TYPICAL F.S.=2 2" 2. 375" 0.218" sch. 400 lb. 4 80 3" 3.5" 0.216" sch. 650 lb. 10 40 4" 4 .5" 10.237" sch. 850 lb. 20 40 2 . All pipe Piles are driven to refusal which is defined as less than 1" of penetration in a given period of time as d HAZER WEIGHT SECONDS PER INCH (LBS) 2" PIPE 3" PIPE 4" PILE Jack 90 60 N/A N/A Hammer HHB-05 135 35-40 N/A N/A TB 125 400 12-15 20-23 N/A TB 225 650 8-10 14-16 18-20 TB 325 850 6-8 j 10-12 14-16 3. Pipes sections shall have full bearing at section to section connections. o CONCRETE MECHANICAL MANUFACTURED HOME A Footings J Setbacks Date By Ribbons Gas Piping o Interior Date By interior-Date By Date By 3 v Exterior Date By Exterior-Date By Setup Cn Point Load I Isolated Footings INSULATION pate By D BG!SLAB INSULATION Date By Data By FIRE DEPARTMENT Z Foundation Wails Floors Date By Date By Data By DECKS FRAMING Walls Date By Date By Data By PROPANE TANKS PLUMBING vault Date By Date By OTHER Groundwork Attic Date By Date By Type- Date By D.w.v DRYWALL Type- -0 Date By Int Brace Wail Date By W y Date By FINAL INSPECTION p CD Line Fire Seperatlon N CD Date By Date By Date B�j rn — P o Pass or Request Inspect. c 5 Type of insp. Fail Date Date Done By Comments o CD 0 !� -J9i l� •� � .i i 0 CD a C 0 0 3 v co cD 0