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HomeMy WebLinkAboutBLD2006-01892 Garage - BLD Permit / Conditions - 11/9/2006 x Inspection Line(360)127-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, WA 98584 i� RESIDENTIAL BUILDING PERMIT BLD2006-01892 OWNER: ELIZABETH TYNER RECEIVED: 10/23/2006 CONTRACTOR: SOUTH BAY HOMES INC 1-360-943-1362 LICENSE: SOUTHI"2810C EXP: 2/1/2007 ISSUED: 11/9/2006 SITE ADDRESS: 211 E CHURCH POINT DR SHELTON EXPIRES: 5/9/2007 PARCEL NUMBER: 320231400090 LEGAL DESCRIPTION: TRS 9 & 10 OF GOVT LOT 4 & TAX 260J & 260K PROJECT DESCRIPTION: DIRECTIONS TO SITE: Garage Agate Rd. to straight at 4 way stop to E. Church Point Dr. follow gravel road to 211 E. General Information Construction & Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: V-B Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: U-1 Lot Size: Deck: Type of Work: ACC Fire Dist.: 5 No. of Stories: 1 Occ. Load: Building: Garage-Detached 936 Valuation: Building Height: 14 Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline & Planning Information Make: Length: Ft. Front: N 25.0 Ft. Shoreline: Ft. Water Body: Hammersley Model: Width: Ft. Rear: S 119.0 Ft. Slope: Ft. SEPA?: No Shoreline Desi Side 1: Ft. 9•: Urban Year: Sedal No.: Side 2: W 25.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee KKK 10/23/200 $236.11 S22006000 Planning Review Fee KKK 10/23/200 $155.00 S22006000 Building State Fee RTB 10/31/200 $4.50 S12006000 Building Permit Fee RTB 10/31/200 $363.25 S12006000 EH Plan Review TW 11/1/2006 $35.00 S12006000 Total $793.86 BLD2006-01892 Please refer to the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR BLD2006-01892 CONDITIONS FOR BLD2006-01892 1) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150' from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads rionnect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X j 2) 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 potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-09�2. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X�r %Z 3) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 4) All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X 5) All approved 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 granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Departmeijt- for to,any further inspections being performed or approvals granted. X 6) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads," all new structures that require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background. Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting inspection X ����, 7) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. X BLD2006-01892 Please refer to the following pages for conditions of this permit. 2 of 4 8), This structure is approved as un-heated space. If at an time this building is to be used for anything other than what it is approved for, a change of use PP P Y 9 Y g PP 9 permit shall be applied for, reviewed and approved prior to the change. X ' t 9) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X -- " 10) The "approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the "approved" site plan is not on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged and shall be collected by the Building,De¢ artment prior to any further inspections being performed or approvals granted. X -.. 11) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). r. X � 12) This structure is limited to U-occupancy use only(private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the internation odes and Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved. X f � 13) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocyipn. X 14) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. X 15) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building InspectgP hall be made prior to requesting additional inspections. X �.. 16) All property lines shall be clearly identified at the time of foundation inspection. X 17) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. X }f. BLD2006-01892 Please refer to the following pages for conditions of this permit. 3 of 4 1 ii) All permits expire 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 a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder have prevented action from being taken. No more than one extension may be granted. X 19) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors,,amend flashing. Install metal connectors approved for contact with the new types of pressure treated material. X 20) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan" to ensure these structures meet the setback conditions listed. X_� �. 21) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approved Site Plan" to ensure these structures are shown and meet the setback conditions listed. X 22) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X 23) Water quality is not to be degraded to the detriment of the aquatic environment as a result of this project. X - _. 24) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent waters or wetlands. Silt fencing must be installed and maintained until upland vegetation has become established. X 25) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater 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 located within 25' 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. This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and,structure for re vie anq inspection. OWN ER OR AGENTGp /tom —? DATE: BLD2006-01892 Please refer to the following pages for conditions of this permit. 4 of 4 ACCESS & GRADE WORKSHEET DATE: ADDRESS 211 97- r�2_ INSPECTOR DRIVEWAY ACCESS Length; Width: Surface: f4 kD Size of turn-around: Condition of shoulders: Vertical clearance: L ) need post at end of driveway with reflective address numbers GRADE,OF DRIVEWAY % OF ROAD ROAD ACCESS J Len the Width: Surface: Condition: A 9 n Vertical clearance: ( ) BURN PERMIT REQUIRED FOR LAND CLEARING FIRE. ' ( ) LOT INSIDE SMZ, 4X4 FIRES ONLY. ( ) LOT INSIDE UGA, NO OUTDOOR BURNING PERMITTED. LOT TOO SMALL FOR: BURN PERMITS 4X4 FIRES. REMARKS /L)o continue remarks on back w o ' CONCRETE MECHANICAL MANUFACTURED HOME 0 Footings t Setbacks Date By Ribbons M Gas Piping C) interior Date By interior-Date By Date By y `M N Exterior Date 1/ Z 2>�c- By Exterior-Date B Set-up r Point Load!Isolated Footings INSULATION Date By D BG I SLAB INSULATION' —mm > Date By 00 Data By FIRE DEPARTMENT m Foundation wails Floors Date By = Date BY Date By DECKS FRAMING wars Date By Date By Data By PROPANE TANKS PLUMBING vault Data By Date By OTHER Groundwork Attic Data By Date By Type: Date By D.w.v DRYWALL Type: Int.Brace Wall Die g y W Date By tie By FINIAL INSPECTION v Water Line Fin Sops ration N Date By Data By Date 3 _ © -c2 By 7/2 p Pass or Request Inspect. 0 Type of Insp. Fail Date Date Done By Comments Co CD �., -.s //•lr�z5 �/-zL r�s T-�? ,/�S�I.Fo ,C2 =/� 7 A 8 G� a 7 ? 0 tn' CD El 0 ptAN '" SURD ALL SETB Ikrs ARE M . FROM t'HE FtJRfiBUIL DING i t PROJECT N OF THE BUIL _f ;t BE ON�SIT IE SIDE PAR• S "j /�3 CHANGES "Date RE N ATE!/ APPROVE MAS^v 'J tOUNTY DOD F��.ATy^a� -c SITE PLAN RE! DIRED TO'BE ON SITE i CHANGES SUBJECT TO APPROVAL pci By -- - Date _li I�/D(o - i I S OAt7-* i ' Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 4 11 Topic Index Contact Info Search Home Safety Claims Et Insurance Workplace Rights Trades€t Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Version General/Specialty Contractor A business registered as a construction contractor with LFrI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. �W License Information License SOUTHI`281QC Licensee Name SOUTH BAY HOMES INC Licensee Type CONSTRUCTION CONTRACTOR 600377374_Verify Workers-Comp Premium UBI Status Ind. Ins. Account 32236100 Id Business Type CORPORATION Address 1 115 NORTH MC CORMICK Address 2 City OLYMPIA County THURSTON State WA Zip 98506 Phone 3609431362 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/3/1972 Expiration Date 2/1/2007 Suspend Date Separation Date Parent Company Previous License Next License Associated License https://fortress.wa.gov/lni/bbip/Detall.aspx?License=SOUTHI*281 QC 11/7/2006 11/7/2006 2:52PM Fees Associated With Irflo Case#: BI D2006-01892 Due Type Description Revenue Account Number Date Paid By Fees Paid t istor-N PLCK Plan Check Fee 001.125.140.345.83.00.0000 10/23/200- KKK 236.11 236.11 0.00 Plan Check Fee 001.125.140.345.83.00.0000 10/23/200, KKK 0.00 0.00 PLRV Planning Review Fee 001.125.145.345.83.03.0000 10/23/200 KKK 155.00 155.00 0.00 Planning Review Fee 001.125.145.345.83.03.0000 10/23/200, KKK 0.00 0.00 STFE Building State Fee 650.170.010.386.00.05.0000 10/31/200, RTB 4.50 0.00 4.50 PRMT Building Permit Fee 001.125.140.322.10.00.0000 10/31/200, RTB 363.25 0.00 363.25 EHPR EH Plan Review 150.300.000.346.50.54.0000 l l/l/2006 TW 35.00 0.00 35.00 Total Fees:$793.86 Paid:$391.11 TOTAL REMAINING DUE: $402.75 Page 1 of 1 CaseFees.rpt MASON COUNTY PERMIT NO. �2-W.ffu✓� BUILDING PERMIT APPLICATION nC1 '� J 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Y Shelton (360) 427-9670 - Belfair (360) 275-4467 - Elma (360) 482-5269 y On the web www.co.mason.wa.us APPLICANT INFORM TION CONTRACTOR INFORMATION Owner Company Name /. Mailing Address Mailing Address /�S'id. sf ('/L,,,rP/� ST City �1�-�1 1� State�Zip Code City wt _State. Zip Code ,91'5 Phone Other Ph. Phone 2rj-t 'C1J Other Ph. Lien/Title Holder 'e, Contractor Reg. j N! - Exp. E mail address k71-20 . E Mail Address Drivers Lic.# .ISc� NT� DOB p— Drivers Lic.# DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. 4J ,-,-4 a /4 D O09 v Fire District Legal Description F tn.� �+ �Q�- 4 � "7G,t �6 o=T 4'.a60k Site Address(Please include street ripe, street number and city) -- Directions to site � " _ / Will timber be cut and sold in parcel preparation?Yes/ o Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluff% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New__V�_Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building 1,6e Describe Work No. of Bedroom- No. of Bathrooms Square Footage- 1 st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq. ft. f Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. '"Y No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price.$-- Replacement Unit? Yes/ No Installer Name Certification No. 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 the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure 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 OFA PROGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION. X Date: Id- Z 3-D l Owner/Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: ' ti Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department !b o Planning Department Environmental Health Department Fire Marshal FEES Building Permit Fee 3 .2 Site Inspection Plan Review Fee .17 ! EH Review Fee Plumbing & Base Fee Planninq Review Fee Mechanical & Base fee Other Wood /Gas/ Pellet Stove Fee State Fee LK SV Violation Fee 27•P 61 Pre-Paid at Submittal Valuation $ TOTAL FEES MASON COUNTY PERMIT NO. BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner Company Name Mailing Address Mailing Address City State Zip Code City State Zip Code Phone Other Ph. Phone Other Ph. Lien/Title Holder Contractor Reg. # Exp. E mail address E Mail Address Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic— Existing Septic Connect to Water System Name of Water System Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. Fire District Legal Description Site Address (Please include street name, street number and city) Directions to site Will timber be cut and sold in parcel preparation?Yes/No Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building Describe Work No. of Bedrooms, No. of Bathrooms Square Footage- 1st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq. ft. Garage-- Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ Replacement Unit? Yes/No Installer Name Certification No. 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 the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure 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 OFAPROGRESS INSPECTION.INACTIVITYOF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION. X Date: Owner/Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department oo�111(p Ov Environmental Health Department Fire Marshal FEES Building Permit Fee Site Ins ection Plan Review Fee EH Review Fee Plumbing & Base Fee Planninq Review Fee Mechanical & Base fee Other Wood/Gas/ Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES _)`W(0 FORM MUST BE COMPLETED IN INK MASON COUNTY PERMIT NO. V PLEASE PRESS HARD BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 � Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFO MATION CONTRACTOR INFORMATION Owner r'. Company Name - u?r T.,V(f Mailinq Address V Mailing Address i� I'�, ST- City y"Liy- L_StateW,�- Zip Code City Q4 State 1� Zip Cod �'S'C e = Phone o f12??� F OtherPh. Phone - O�th7 r Ph. 5L j--5-6 Lien/Title Holder Contractor Reg. E mail address I. I t - 61 1Oc) . e_-�) ` E Mail Address „ Drivers Drivers Lic. # DO SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic___, Connect to Water System Name of Water System Well--X. Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No Fire District Legal Description �S G; : /a f Site Address (Please include street n me, street number and city) / �C' L_ ` f- L j Directions to site �c' • z> •�4f cQ e" 4 DGE c 0, re ' D L / Will timber be cut and sold in parcel preparation?Yes/ o Is property within 200'of Saltwater X Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluff 150/. Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Ye No TYPE OF JOB Add Alt Repair Other PRIMARY RESIDENCE 4 SEA AL ❑ Use of Building 6 le- escribe Work No. of Bedrooms JI No. of Bathrooms Square Footage - 1st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq ft. r. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. ------- ,-No. of Bedrooms No.o Bathroomsoms Type of Heat Purchase Price$ Replace ment"Unit? Yes/ No Installer Name Certification No. 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 the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure 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 OFA PRESS INSPECTION.INACTIVITYOF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION. X Date: /y - 2—3 D(a Rr�7n­eq Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Plannin Department b 1 Environmental Health Department ( - Fire Marshal - FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee Planninq Review Fee Mechanical & Base fee Other Wood /Gas/ Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES Craftsman Style 3 Car Garage - Plan#816-4..... Price: $149.95 (for 4 plansets, incl. materials list) Return To Garages Main Page I Buy Now Online I Order By Phone Or Mail LA i J - �. r ; SEES SEEM. ^ MENEl t •�,. . clr�Ea nnaa - noon A/C w�- s Craftsman Style is now OPT available in this new, spatious _ LOC1T i 3-car garage_ z The details, textures and form all contribute to the timeless design quality of this very 1\ functional garage. 240 roof overhang G�w.x T h.Garage Doors 12 pnow FLOOR PLAN Pool I 0 A m concrete slab hoot r • Iou""T"•LTLNNareirs CROSS-SECTION Behm '"'°TK "' PLM"°- 1 & oEVM 24' 816-4 Des ign RIDGE�: 15�-.' (644 sf, FLOOR AREA: 5"sf 26' -' A Al Al Al Al Al Al Al Al Al GJ Al Al Al Al Al Al Al Al Customer: SOUTH BAY HOMES O > o O Desc.:26'x 36'Bldg. m 00 ADDRESS: zz o � z0 Job: B04492SOUTH uBlsaa wyag 0 Job:B04492SOUTH -SOUTH BAY HOMES-26'x 36'Bld .-B04492SOUTH THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 HF#2 85 mph wind,15.00 fl mean hgt,ASCE 7-02,CLOSED bldg,Located anywhere in roof,CAT II,EXP B,wind TC DL=3.5 psf, Bot chord 2x4 HF#2 wind BC DL=5.0 psf. Webs 2x4 HF Std/Stud All plates are 2X5 except as noted. Gable end supports 8"max rake overhang. See DWGS A08515EE0405,GBLLETIN0405,d GBLBRSTD0405 for more requirements. Truss design per IBC sect.2306.1.10.00 psf non-concurrent bottom chord live load applied per ANSI/TPI 1. Deflection meets U480 live and U380 total load. 13' �- 13' —) 12 3X 4 p T LO i� v ;') s 2X5(A1 2X5(A1) --o8'1'2 3 5 26' —( 2 14' 12' --� Rv=95plf U=100p1f W=14' Rv=95plf U=100plf W=12' DESC.= A SEQ= 78716 PLT.TYP.-WAVE IBCRPI2002(STD)CgIRT-1.00(1.25)I10(0) QTY=2 TOTAL=2 REV. 7.25.0411.16 SCALE=0.1875 "WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. TC LL 25.0 Sf REF REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 p THESE FUNCT FUNCTIONS,UNLESS THERW SONOFRIO DR.,SUITE 200, IE IIND CATED,TWI.537 )OP CHORD SHALLLL RAVE PROPERLY ATTACHEDFOR SAFETY PCTICES PRIOR TOI STRUCTURAL TC DL 7.Opsf DATE 10-19-2006 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.,SHALL NOT BE BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING R BRACING OF TRUSSES. DESIGN CONFORMS WITH BC LL O.OPSf AMD APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC,BY AF&PA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2011W16GA(W,20HS116HSIK)ASTM A653 GRADE 40160(W,K/HS)GALV.STEEL. APPLY PLATES TO EACH TOT.LD. 42.Opsf O/A LEN. 26 FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS DESIGN,POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY(1)SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC.3. A SEAL ON THIS DUR.FAC. 1.15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS _ COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE SPACING 24.0" TYPE GABL IPDFR PONSI ILITY O THEBUILDING DESI NER PER N I/TPI 1 SE 2. create with pd actory Pro tria version www.pdffactory.com Job: B04492SOUTH -SOUTH BAY HOMES-26'X 36'Bid .-B04492SOUTH THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 HF#2 85 mph wind,15.00 R mean hgt,ASCE 7-02,CLOSED bldg,Located anywhere in roof,CAT II,EXP B,wind TC DL=3.5 psf, Bot chord 2x4 HF#2 wind BC DL=5.0 psf. Webs 2x4 HF Std/Slud Truss design per IBC sect.2306.1.10.00 psi non-concurrent bottom chord live load applied per ANSI(TPI 1. Deflection meets U480 live and U360 total load. �--- 13' •}- 13' _I 12 4 4X p 2X 2X5 h co In 4X6(A 4X6(A2) __, 8,1°2 �15 26' —) 2 26' _I 2' Rv=1231# U=180# W=5"8 Rv=1231# U=180# W-�5"8 DESC.= Al SEQ= 78710 PLT.TYP.-WAVE IBC/TP12002(STD)CART=1.00(1.25)/10(0) QTY= 17 TOTAL=17 REV. 7.25.0411.16 SCALE=0.1875 -WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. TC LL 25.0 Sf REF REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 p HESE FUNCTIONS.UNLESS OTHERWISE FRIO DR.,SUITE 200, IOIND INDICATED,TOP CHORD SHAN,WI.53719)FOR SAFETY LL HAVE PROPERLY ATTACHEDCTICES PRIOR TO STRNG UCTURAL TC DL 7.Opsf DATE 10-19-2006 PANELS AND BOTTOM CHORD SHALL RAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.,SHALL NOT BE BC DL 10.Opsf DRWG RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH BC ILL O.Opsf AMD APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC,BY AF&PA)AND TPI.ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA(W,20HS/18HS/K)ASTM A653 GRADE 40/60(W,K/HS)GALV.STEEL.APPLY PLATES TO EACH TOT.LD. 42.Opsf O/A LEN. 26 _ FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS DESIGN,POSITION PER DRAWINGS 160A-Z.ANY INSPECTION OF PLATES FOLLOWED BY(1)SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC.3. A SEAL ON THIS DUR.FAC. 1.15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBUTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE SPACING 24.0" TYPE COMN SPONSIBI ITY OF THE BUILDING DESIGNER PER AN VTPI 1 SEC.2. created with pdfFactory Pro trial version www.pdffactory.com O1Z•31 Ol'Z•31 p o z v i o '3OV8O 03H630 1V . 3dld v0 d01.30V1d OIS 33 Z V I S'OZ-31 '9"a Ol ABVA Avn 33 3LON 1pN t H030 DOOM x3 3dld NIVH X3 O .9 .YZ ONnOH ----1i71j tl O'SC•31 ;--- C'HC•31 X3 \ OVO 31V0S 01 LON 31VOS 01 1014 NbUO S did 'd01dJ•l 3dld OAd .91 idl d(1—}i 0 8 (sNou M�ov 30 !0 ON3 DMd AVMxIVM WO AVM3A18O 3H1 .•13 1311110 jOW 03103POHd 30VHD V MO138 _-_ __ So;,UM3303N SV 3dOlS AUVA OAd .St At - 1 XI .St x3 4VM3APA 1.131311n0 }-� `�----- IT 31Vi10 `\ --- ,OI+1t X3 3AOn3H 't•13 1311n0 I 183A1n0 13315 &O"3ONnOH TI Sa3581 1�� � !11/H ,YZ 3AO113t1 S)0018 WHON00 y1d •sl ,Ot UVA 38n10n8LS v X3 do xO018 131N1 OLNI ;'1•l3 1311n0 O3LnOH0 38 Ol OAd .91 H3/.00 OOOM ,Olit ,5 1•l3 1311nO C ,Ol 7sjjrviSX3 . 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INTO INLET BLOCK UP EX 4 STRUCTURE WITH co 10• 15' PVC CONCRETE BLOCKS REMOVE 24' HALF OR PRECAST RISERS OUTLET EL-1• ROUND STEEL CULVERT REMOVE EX IV GRATE OUTLET EL-1 //� DRIVEWAY I 1 EX 15' X 15' PVC VARY SLOPE AS --- .� 1 10 NECCE55� -- TO PLACE TOP OF PIPE BELOW A GRADE PROJECTED FROM OUTLET EL-' THE DRIVEWAY OR WALKWAY _I IP nFTAIL 15 PLUG YIPPEE OF S LOCATIONS) BLOCK-v PIPE CTI N NOT To TYPICAI scALE NOT TO SCALE DAD y EX IE-38.3 (3 Fl1F'T---- - IE-35.0 - _ .. ---- - �. '/2 ROUND 24 - EX 6•.DRAIN PIPE EX WOOD DECK 1 S-0.1272 FT/FT - BL C( _---.-�- •-- NOTE: - SLOPE_MAY VARY TO a IE-20.5 _ PLACE-TOP OF PIPE F S 1-2 - AT DESIRED GRADE. = L J = u u N W < i IE-2.1 IE-210 �S - b ti Mason County Planning Intake Checklist Owners Name: Date: Project: a Reviewed By: Commercial Development: YE NO Comments: PLANNER: GBM TSC CMM K] PBC RDH Site Plan: ..e— North Arrow a- Property Dimensions: ram, X R 9,--Streets and Driveways Shown. Road name: / Existing Structures shown with setbacks n� 1/ell Location, Septic and Drain-field Shown with setbacks identify all surface water (streams, ponds, shoreline, wetlands, natural or historic drainage, defined drainage ditches) -&--Topography (slopes) 4--Proposed Structu e Set packs (Dir tion etback): F: 2 R: I � 1: _ / - S2: J ,a' Utility and Drainage Easements: Yes No if yes enter condition #5022) ,aa' ther Easements i`- .z"ccessory Appurtenances: Propane / Heatpump � ance applied for: Yes / No parking spaces allotted?CYDes / No County Access Permit Needed (add condition #0010) n VA 10 a---'State Access Permit Needed (add condition #0020) V JU Standard Conditions to be added to all Building permits that planning reviews: #5019 and #0700 Site Access: Are there any impediment? (dogs/gates) that my restrict access to your site? Is the site clearly marked? How? .0 Address ❑ Name Critical Areas: ElOther: II Setbacks: Shoreline: Slope: Shoreline Designation: Comprehensive Plan: Rura Zonin ❑ Not Applicable El Agricultural RR 2.1� 10 20 -0 Urban ❑ In-holding ❑ RMF ❑ Rural ❑ LTCFL ❑ RC 1 2 3 ❑ Conservancy ❑ Rural ❑ RI ❑ Natural ❑ RAC ❑ RNR ❑ Unknown ❑ RCC-Hamlet ❑ RT ❑ Urban Growth Area ❑ MPR ❑ Unkno n ❑ Unkn wn Water Body (type of�Vater if unnamed): SEPA: Yes/ No Uokno Flood Plain: ('YES/NO Unknown Map# Aquifer Recharge: YES/NO nkrso Map# Tags/Cases- Sp I - I * RLC/SPI Case: �� 6-Year Dev, Moratorium: YES *YEEagle Nest Tag: Other YES Revised: 09-29-2006 1v1t,3U1N UUU1N 1 Y Kh�)1lltN IlAL IF�LANS SUBMITTAL CHECKLIST Owner's Name: '� ' Date: Reviewed By: Documents: wilding Pemrit Application Completed -rY�anning Intake Checklist Completed, , _��=-A lan includes:Allowable building area, o verhangs,decks,etc. 7pparatus Access Road info required? Yes/No nergy Code Application Form-O Electri&4wffi heater O Electric central furnace O LPG Furnace O Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) Other Specify:� �cOncal/Plumbing Application-WATER HEATER F L TYPE _ Engineering? Yes_._. (Need 2 sets of calculations)No chnical report or assessment? Yes No Snow load: 3S Seismic Zone(circle one D 1 o D2 Construction Plans:_3 COMPLETE S Plans Legible Recognized Scal levation-Views _Cross Section Foundation Plan _ —� _Roof Frammg Plan ��--Floor Plan Use of rooms-noted(ail floor levels) r raming Plan-all floor levels represented? Loft,crawl ace,tc. �i eck Framing Plan,including covered.porch framing Plan Detail _RR f framing details,truss lay-out may be needed;truss stick framed? u/Wall Framing-Does bearing-wall height exceed Engineering maybe required) (_j F,nor fr mi g• Floor�oictc• _ ypical header: ' _F undation:footing size;( reinforce t� /1 cr—efe�alls--Does Concrete Wall Height Excee n neerin a be required) N V 1� g Y 4 ) Landings at all exits? Less than 30"above grades Y N ated By Furnace-Location of Furnace place/Stove Information Shown-Fuel Type? Location(s): dow Sizes Marked on Plans OBraced wall panels(shear walls)marked on plans or lateral engineering? (Plans may not be approved if not provided.) -Story Garage? (Engineering may be required) R602.10.1, 1"story of a two-.story D 1-45%,D2—55% CO ENTS: GINEERING REQUIRED: Braced wall panels/braced wall lines are not marked on plans(R602.10) A-triount and location of bracing does not meet minimum required in Table R602.10.1 IRREGULAR LDINGS(Irregular Shape)R301.2.2.2.2 Irregular portions o ctures shall be designed in accordance with accepteddngineering practice. A portion of a building shall be considered to be irregul hen one or more of the following conditions ur: 1)Exterior braced w line or BWP cantilevered or offset ore than 2)Roof or floor is not la ally supported on all edges 2A)Portion of roof or floor a nd more than 6 f eyond the braced wall line. 3)End of BWP extends more tha ft. over opening more than 8 ft in width below. 4)Opening in a floor or roof exceed sser of 12 ft.or 50%of the least floor or roof dimension. 5)Portions of floor level are offset rtica 6)Shear wall lines do not occ ' two perpen ar directions. 7)When a story above gra is includes masonry or crete construction(exc: fireplaces,chimneys,and veneer). When this applies t entire story shall be designed. In cordance with accepted engineering practice. DESIGN CRITERIA: ' d 85 mph exp B(unless proven otherwise), Sei ' Zone: Snow: psf 2003 IRC Plans submittal checklist simplified/WORD