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HomeMy WebLinkAboutBLD2005-01131 Final SFR and Garage - BLD Permit / Conditions - 6/14/2006 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 186 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2005-01131 OWNER: MATT REEVES CONTRACTOR: HILINE HOMES LICENSE: HILINH981 BI EXP: 2/10/2006 RECEIVED: 7/7/2005 SITE ADDRESS: 7311 NE ELFENDAHL PASS RD BELFAIR ISSUED: 8/4/2005 PARCEL NUMBER: 223027700030 EXPIRES: 2/4/2006 LEGAL DESCRIPTION: LOT: 3 OF LLS SURV 22/106 PROJECT DESCRIPTION: DIRECTIONS TO SITE: CONSTRUCT SFR/GARAGE - HILINE HOMES STOCK PLAN 2003-0005 OLD BELFAIR HIGHWAY TO LEFT ON BEAR CREEK DEWATTO ROAD TO LEFT ON ELFENDAHL PASS .6 MILES ON RIGHT. General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: 3 Type of Constr.: VB Type of Use: SF Insp. Area: No. of Bathrooms: 2 Occ. Group: R3U Lot Size: Deck: Type of Work: NEW Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building:2,112 Garage-Attached 528 Valuation: Building Height: Occ. Status: Primary Basement: cov porch 96 Manufactured Home Information Setback Information Shoreline & Planning Information Make: Length: Ft. Front: E 265.0 Ft. Shoreline: 327.0 Ft. Water Body: TAHUYA RIVER Rear: W Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Shoreline Desig.: Conservancy Side 1: N 90.0 Ft. Y Year: Serial No.: Side 2: S 120.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures FEES Mechanical Fixtures Type Qty. Type (2ty. a By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee CMH 7/7/2005 $258.11 B12005 Hosebibs 2 Furnace<100K 1 Planning Review Fee CMH 7/7/2005 $155.00 612005 Kitchen Sink 1 Ventilation Fan 3 EH Plan Review TW 7/13/2005 $75.00 b3i bb5 Lavatories 3 Heat Pump 1 Adjust Plan Check Fee DLC 7/26/2005 $2.24 612005 Showers 1 Dryer Vent 1 Building State Fee DLC 7/26/2005 $4.50 612005 Water Closets (Toilets) 2 Mechanical Base Fee DLC 7/26/2005 $23.50 612005 Water Heaters 1 Plumbing Fee DLC 7/26/2005 $89.00 ai2oos Bath Tubs 2 Plumbing Base Fee DLC 7/26/2005 $20.00 612005 Clothes Washer 1 Mechanical Fee DLC 7/26/2005 $65.10 B12005 Building Permit Fee CMH 7/27/2005$1,301.75 B12oo5 Total $1,994.20 BLD2005-01131 Please referto the following pages for conditions of this permit. 1 of 5 CASE NOTES FOR ' BLD2005-01131 CONDITIONS FOR BLD2005-01131 1) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X &4eZ- 2) As of 7-13-05 there is an invidual well servicing this lot. Although there has been a two party well agreement turned in with well log and water results. No records were located for a surface seal permit of well site inspection completed by Mason County. The second connection on this well will not be allowed until the ,,//well is completed as a two party well. X 14/ tom 3) Water qualit isnot to be degraded to the detriment of the aquatic environment as a result of this project. X 4) Approved pdimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. 5) 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 X800-647-098�e person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. 6) 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 Department prior �ny further inspections being performed or approvals granted. 7) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X_ 8) 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 Departmentt prior any further inspections being performed or approvals granted. BLD2005-01131 Please refer to the following pages for conditions of this permit. 2 of 5 9) 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 X spection��, 10) 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 X removal of approveA documents will result in failure of required building inspections. 11) 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 Department prior to any further inspections being performed or approvals granted. 12) Washington State Energy Code Compliance has been approved using the following: Heat Type: Electric or other fuels, Compliance Method: IV, Window(Max U-Factor):0.40, Skylight (Max U-Factor):0.58, Doors (Type/MaxUFactor):0.40 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38, Vault Insulation R-30, Slab Insulation R-10. 13) Stock Plan Identification number: 2003-0005 This project is approved subject to the provisions identified PP ) ed the Mason Count Stock Plan Policy.P aThe site Ian approved b the Planning Department, YP PP Y 9 original building plans, and all attachments approved by the Mason County Building Department shall be available for the Mason County Building Inspector at each required inspection. X 14) 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). x At2 15) The internationnl 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 connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X 16) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged a�all be collected by the Building Department prior to any further inspections being performed or approvals granted. X BLD2005-01131 Please referto the following pages for conditions of this permit. 3 of 5 17) , 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 r12 ocation. X 18) 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. X 19) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance o[ regulation, must be reviewed and approved by Mason County prior to construction. 20) 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 Inspector s�h jII be made prior to requesting additional inspections. X 21) All property lines shall be clearly identified at the time of foundation inspection. X 22) 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 C nty ordinances and building regulations. X 23) 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 raa period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder h prevented action from being taken. No more than one extension may be granted. X 24) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X A4~ BLD2005-01131 Please referto the following pages for conditions of this permit. 4 of 5 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 d struc a for r ,ie and inspection. �C� OWNER OR AGENT' f� C' /�L� DATE: / S� BLD2005-01131 Please refer to the following pages for conditions of this permit. 5 of 5 i CONCRETE MECHANICAL MANUFACTURED HOME Footings/Setbacks Date By Gas Piping Ribbons Interior Date By Interior-Date By Date By Exterior Date By Exterior-Date By Set-up Point Load/Isolated Footings INSULATION Date By BG/SLAB INSULATION Date By Date By FIRE DEPARTMENT Foundation Walls Floors Date By Date By Date By DECKS FRAMING Walls Date By Date By Date By PROPANE TANKS -mil PLUMBING Vault Date By Date By OTHER fn Groundwork Attic Date By Date By Type: Date By DRYWALL D.W.V Type: Date B Int.Brace Wall Date By y Date By FINAL INSPECTION Water Line Fire Seperation Date By Date By Date lL� By�� Pass or Request Inspect. Type of Insp. Fail Date Date Done By Comments Ora �- 2-/�`•�6 2•�6.06 �'�� I r - ) Q CN 0 i w A N CONCRETE MECHANICAL MANUFACTURED HOME C) Footings f tbae s Date'2'Z, By �{(- Ribbons U Gas Piping Date G� Date By w Foundation Walls Date By Set-up Date 2�)(nY-BY lf4 INSULATION Date By BG 1 Stab Insulation Floors FINAL I NSPECTION Date By Date By Date By FRAMINGN,o Walls FIRE DEPARTMENT Date _/p p6 By Data cl�e�cBy t! Date By PLUMBING Attic OTHER Groundwork Date By Date By WALLBOARD NAILING D.W.Y Date Z-/tbt%r-By Date j_p-er, B Y 9 ' Water Lino FINAL INSPECTION m Date By L141L Date By Date By m a Type of Insp. Pass/Fail Request Date Inspect. Date Done By Comments CD �iutT s o g C�5 R co X CA r m 144 v EAVLS o m C N /�/ Z oS es- /21o71os- lti LS 6 QAt F. vuE PIPOP I PiQ3, 0 pi�Tr, Z -/w6 2� L-o� 0 O � NN�NG. ALL SETBACKS ARE MEASURED ����` FROM THE FURTHEST PROJECTION OF THE BUILDING-- DING-- c.aQ, '15t> © Gi+aea4� 70 sTn-G/Ny (]L I f LIJ �PPRO\jf-D T`( �co P�ANN 1�'1ASON COuN TO BE ON SITE 4 �'IT'E PLAN REQUI cCD TO PIP � PROVA�' HANG SU53 � C $ e b ` Date Plot Map Drawn To Meet mRTr + ���'��� 2 vs ° '.-ine Homes Specifications. r Revisions "ro Be Made feu-n,R g :'= The Home Owner. r\ 360-372 -Z4Y?-6) 3G -Sol- Z2 502 "77 ory3?o 06-21-'05 11:42 FROM-HiLine Puyallup 2538648449 T-572 P002/002 F-887 lEiig Window Schedule for PLAN 2112 Manufacturer: Milgard Windows Inc. O �(� QS Type: Vinyl Model: Style Line Series U-Value= 0.35 Fln SIZE GLAZIN TOTAL LOCATION widthxhei ht AREA QUARE FT. 5'Ox5'0 25 25 edroom#2 5'Ox5'0 25 25 Bedroom#3 '1 6'Ox4'0 24 24 aster Bedroom 1 3'Ox3'0 9 9 aster Bath 2'Ox5'0 10 10 ntry 1 4'Ox3'6 14 14 Kitchen 1 6'Ox4'0 24 24 Den 4'Ox5'0 20 20 reat Room 1 8'Ox5'0 40 40 reat Room 1 6'OX6'10"SGD 1 41 41 LiningRoom Total Window Area= ' 232 SQ. FT. rotal Glazin Area=232 SQ.FT_ (232 / 2112) 0.11 x 100 = 11% Glazing Area / Conditioned Floor Area) x 100 - Glazing Percentage If a sliding glass door option was chosen, switch the appropriate window with he sliding lass door and use the calculation below. 1 Ox6'10 SGD 41 41 ppropriate Room (249 / 2112) 0.12 x 100 = 12% Glazin Area / Conditioned Floor Area x 100 = GlazingPercenta e All other doors,windows and skylights do not need to be calculated because they eet all minimum requirements Updated 515I05 S tr Ii MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT WSEC/VIAQ Compliance Application Owner: U Telephone: Parcel#: Type of project ( ) New Residence ( ) Addition ( ) Remodel Total Sq. Ft. 15 Floor : 2 nd floor: Heated Basement: of heated area:: Heating System: Glazing O Prescriptive Option see reverse side circle one: 1 II III Percentage: Compliance Method O Component Performance , Chapter 5— Calculation worksheets required Check one:: O Systems analysis, Chapter 4 O Whole House Ventilation system O Whole House Ventilation using a Heat Ventilation using exhaust fans&window or wall fresh air Recovery Ventilation System (VIAQ 303.4.4) System vents (VIAQ 303.4.1) Check one O Whole House Ventilation Integrated O Whole House Ventilation using an inline with a Forced Air System (VIAQ 303.4.2) supply fan. VIAQ 303.4.3) Window & Door Schedule (If needed, attach an additional sheet) Total Manufacturer Roomllocation U-Factor Size Quantity Square Feet Windows: ICJ Windows: Total Sq. ft. Doors: Doors: Total Sq. Ft Total window and door area Total window & door area /(divided by) total sq. ft of heated area = %of glazing MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Permit Assistance Center SHELTON (360) 427-9670 BELFAIR (360)275-4467 SEATTLE (206)464-6968 ELMA (360)482-5269 FAx: (360) 427-7798 WEB SITE: www.co.mason.wa.us P.O. Box 186, SHELTON 98584 2001 Washington State Energy Code (WSEC) effective July 1, 2002 2000 Ventilation and Indoor Air Quality Code (VIAQ) Code Compliance Application Form The following information will be required for the WSEC and VIAQ plan review: 1. Complete the Washington State Energy Code/ Ventilation and Indoor Air Quality Code (WSECNIAQ)application located on the reverse side. 2. Complete the window and door schedule on the reverse side. Include all windows, skylights, sliding glass doors, french doors and any door that is more than 50% glass. Use rough opening dimensions of the windows and doors. Information about the U-factor of the window will also help to expedite the energy code review. If you are complying with the WSEC by prescriptive path and are using the area weighted average method you must include your calculations. 3. On your building plans note the location and fuel type of water heater, location of exhaust fans (bathroom, laundry, kitchen, etc.) and R-factor of insulation proposed for walls, floors, ceilings and slabs, 4. Questions? Call Mason County Community Development at (360) 427-9670 ext. 284. Additional WSEC and VIAQ compliance information is available on the internet at: www.energy.wsu.edu/buildings/ Prescriptive Requirements 0-1for Group R Occupancy Climate Zone 1, Table 6-1 Glazing Glazing U-factor Wall Wall Wall Area%of Door Ceiling Vaulted Above interior° exterior Slab° Option vert Floor „ U e 2 Ceiling Grade below °Below Floors on 10 ical overhead Factor 12 grade Grade Grade l 12% .35 .58 .20 R-38 R-30 R-15 R-15 R-10 R-30 R-10 11* 15%* .40 .58 .20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 III Unlimited Single Family Res .40 .58 .20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 (R-3)Only *Reference Case/Call (360)427-9670 ext.284 for footnote information. Log&solid timber wall with a min. avg.thickness of 3.5"are exempt from the above grade wall insulation requirements. FORM MUST BE COMPLETED IN INK (?5 o' ' 31 PLEASE PRESS HARD MASONCOUNTY PERMIT NO: BLD BUILDING PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton(3601427 9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 2o6 464-6968 APPLICANTOR AT N y Games CONTRACTOR INFORMATIO Owner/"I Contractor Name p I'Anilit A�Bless 36 L E Fe t o C cfS R Mailin Address u City / ef ��2 s7tae zip Code z city YA� state Phonec3ao -2y Other Ph.(3`O ) o - O Ph.( 2S� ) Other�Ph. Zip Code Lien/Title Holder_ Contractor Reg. #__ NILINII-� 9g �tll� Address_ __ Expiration SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic Existing Septic Connect to Sewer Systeltl— Name of Sewer System Water System Well_�Water System Name of PARCEL INFORMATION-12 digit Tax Parcel No. 2 30 -Z / 7-7 r9D 3 Fire District Legal Description C-pt Site Add ress(Plea gg inclu a street name, street number and city) G Lsf Directions to �tn 1� Ba��ar1 1L0 �• m� rt'ic - Cwc a p 6 _ a Will timber be cut and sold in parcel preparation? (Yes/No) Is your properly within 20( ' 9f the following: Body cf Water (Name) %* -V4 Saltwater Lake_—_, River/Creek X Pond Wetland Seasonal Run If Stream Slopes or Bluffs PERMANENT RESIDENCE Jg SEASONAL RESIDENCE❑ TYPE OF JOB New Ad Alt Repair Other Use of Building Describe Work No. of Eedl,00ms-_No. of Bathroolns '�-_ SQUARE FOOTAGE-1st Floor2JJ Z 2nd Floor 31d Fluor Lott Basement Deck Other sq. ft._S� Garaqe Attached Detached Carport Attached Detached MOBILE HOME INFORMATION-Make Model Model Year Length Width Serial No. No. of Bedrooms No. of Bathroo Type of Heat Purchase Price $ Replacement Unit ?(Yes/No) Installer Nalne Certification No. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the intorniation provided is accurate and grants employees of Mason county access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the 'CONTRACTOR'S AFFIDAVIT-I certify that I am c r r Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and ll�t�e r vane d as a requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this inance permit is issued and all work conformance therewith. No changes shall be made v:ithout first obtaining shall be done in confor nce there h. No�ar7ges 11,Me without approval first obtain i r UL I [UUJ X -Date )( FICE FOR OFFICIAL USE BEYOND THIS POINT Acc,ep!ed by Date Submittal Amount Cue Receipt No. - DEPARTMENTAL REVIEW APPROVED DENIED CONDITION CODES Building De"rtme4n, Occ Group h ) U Type Constr, rJ 71 7-p o - flo</Av Planning Department ! 29 r,JQ 200,51- 0/ 75 Sh Environmental Health Department i o Public Works DepartmentFire i I 03 i r Valuation $ I�54 544D- �Q FEES Building Permit Fee 3Q I '1S ! Site Inspection Plan Review Fee a 1 a(p O aSi EH Review Fee I Plumbing& Base Fee ge) -F 0--0 { Planning Review Fee _ f i Mechanical&Base Fee :-� a,3-�4 JpS 10 Cther Wood/Gas/Pellet Stove Fee State Fee p Violation Fee �x� _�" Pre-Paid at Submittal ( a $ 1 ) TOTAL FEES i FORM MUST BE COMPLETED IN INK PERMIT NO, PLEASE PRESS HARD MASON COUNTY PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma(360)482-5269 Seattle(206)464-6968 APPLICANT IN ORM ION CONTRACTOR INFORMATION Owner ��Ue Contractor Name 1410AX 14611VES Mailing Address 1 e- -Q,1 c k a� Mailing�ddress // City Q fQr;Q State WA- Zip Code City oy I LU State W Zip Code Phone(s6a ) -2 Z Other Ph.(4y ) c� Ph.( ZS3 ) 940—I$yg Other Ph. Lien/Title Holder I My Rci,7 k =Expiration eg. # H I Lt nl N * B Address It / o'7 / o5 SEPTIC INFORMATION-Connect to N�ewSe�pti �,� Existing Septic Connect to Sewer System Name ofSewer System � i PARCEL INFORMATION- 12 digit Tax Parcel No. 22 _/ 7 7 / DOD 30 Fire District Legal Description Site Address(Please include treet name,street number and city) �e Directions to site (Ol e 7`T r,2 ( m ,g eceQ L/L� 7� 0 AJ Laaoperty within 200'of the fo lowing: Body of Water (Name) Saltwater River/Creek_Pond Wetland Seasonal Runoff Stream Bluffs [TYPE OF JOB New� Add Alt Repair Other Use of Building Location of Fixtures/ nits 1st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) [F�Furnace ANICAL UNITS Fuel Type: Electric Type of Fixture No. of Fixtures Fees Natural Gas Heatpump Toilets Z f Unit No.of Units Fees Bathroom Sink Bath Tubs z umps'Show 2 Spot Vent Fan Water Heater �— Propane Tank Clothes Washer I Gas Outlets Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher I Kitchen Exhaust Hood ) Hosebibs Z Dryer Vent Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF FIXTURE/UNIT. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENC j i OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER THE WORK IS COMMEFICED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner��'¢¢��ehaIi��f, �� e�c�ts that the information provided is accurate and grants employees of Mason County access to the above described property atidtstrtlttdre7weview and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-1 certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently regiINIKd as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith No changes shall be made without approval. ���� / first obtai pr X Date[ - X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due Receipt No. DEPARTMENTALREVIEW APPROVED DENIED,. CONDITION CODES guilds.y Department - Occ Group Type Constr. Planning Department Other Other FEES Permit Fee Site Inspection Plan Review Fee UFC Plan Review Fee Plumbing& Base Fee Other Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal ( ) Violation Fee TOTAL FEES pV WAS R"� OPTIONAL OPTIONAL ����`� I'►O 7 40 40 HS 1 GARAGE N f I a W I IN KITCHEN \1436 � I I �� fP �c' �•�F EGISTEgF'�G��� ZO ( MSTR.ss/ONAL E� ¢ UTIL BATH MSTR. BDRM. 2X4 TOP PLATE OPTIONAL -N L MANDOOR ■� O EXPIRES 01 24 2006 6*1 0 MIN. 24"PANEL IS APPLIED TO EA. HEADER /-APA RATED SHT'G a SIDE OF BLDG. FASTENED PER 5/W T 3/8 MIN. 24/0 EXP 1. Z DETAIL. SEE DETAIL 5 ON A4 FOR I I 1 AIL SHT'G TO HEADER @- j 60 ATTACHMENT. AJ "O.C.EA,WAY (2)2X PLATES,NAIL ?� I I 2 SHEATHING TO O0 GARAGE I copyright 1999 HILINE HOMES 2)2X STUDS,NAIL SHT'G EACH PLATE \ O EA. STUD. CLOSET d NAILS @ 3 O.C.TO ALL -" -(2)1/2" DIA. ANCHOR - ..._ _ I I I GREAT RM LAUNDRY DRESS O F BOLTS W/7" IMBED.(MIN) E- LATES,HEADERS,STUDS. W/3x3x1/4"WASHER ' I w Z L M H 00 Lli z= moo ( SIMPSON 5THD8 ��l 2 1 ATTACH PER MANUF. ¢ J z 3°�° SPECIFICATIONS $2 S2 m fl H a m BATH H i-- -----� LO DEN _ N. ALTERNATE BRACE PANEL ENTRY -0-5vilmLP SON 5DHD8 NTS DRAG STRUT 3 — _._..._.. - ..__ —.__ _.. GENERAL FRAMING NOTES 3 1 S3 NAIL TOP PLATES TOGETHER 1. SUB-CONTRACTOR SHALL FOLLOW ALL STATE/LOCAL CODES W/(2)10d NAILS @ 16"O.C. I 2. DO NOT SCALE DRAWINGS.PLEASE NOTIFY BUILDER OF ANY ————— • WITH CTED ERRORS OR OMMI55ION5 PIOR TO PROCEEDING BDRM 2 J f � J i 3. OWNER SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS Q PRIOR TO COMENCING CONSTRUCITON. < z 4. DESIGN IS BASED ON 1500 p.s.f.SOIL PRESSURE. Q 5. 5UB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY J NAIL W/8d COMMON NAILS ►•j PRECAUTIONS PERTAINING TO THE METHODS,TECHNIQUES, Q @6" O.C. EDGE AND 12"O.C. SEQUENCES AND PROCEDURES USED DURING WORK. W FIELD OR ( O.S.B. 6. ELECTTRRICALRPENETRATION ALL PLUMBING,ELECTRICAL, AND GARAGE BRACED PANEL SCHEDULE STAPLE W/16 GA. ib'CROWN & LONG STAPLES @ 4"O.C. 7. NO CHANGES SHALL BE MADE WITHOUT THE CONSENT OF THE 4'-0"EXTERIOR BRACED PANEL W/MIN. 3/8" PLYWOOD EDGE AND 12" O.C. FIELD I GENERAL CONTRACTOR AND BUILDING DEPARTMENT. Q ON ONE SIDE.8d NAILS 6"o.c. AT EDGES,12"ox.AT INTERMEDIATE FRAMING. (NOT SHOWN) ,I •I 8. O.S.B.WALL SHEATHING ONLY FOR EXTERIOR 5HEARWALLS NAILED PER EXTERIOR SHEARWALL DETAIL. 2'-8"ALT. BRACED PANEL W/MIN.3/8" A.P.A.RATED HILINE HOMES PLYWOOD ON ONE SIDE.8d NAILS @ 3"o.c.EDGES 3" 11308 62ND AVENUE 9. INTERIOR 5HEARWALLS SHALL BE GYPSUM WALL BOARD.SEE O.C. FIELD.(2) SIMPPSON STHD10 HOLDOWNS AT�A. PUYALLUP WA,98373 j �•I DETAIL FOR SCREW SPACING. ENE)OF ANLELS O(2)EMBED S.PROVIDE(2)1/2" DIA. (253)840-1849 x.129 2x STUDS 10.GARAGE DOORS MAY BE LOCATED AT ANY REASONABLE EXTERIOR @ 16 O.C. LOCATION WITHOUT REQUIRING ENGINEERING. PLAN: 2112 (2)10d NAILS 11. GARAGE MANDOOR MAY BE ADDED TO ANY EXTERIOR WALL OF THE DATE: 03/05/05 EA. STUD BAY \•; •I GARAGE WITHOUT REQUIRING ENGINEERING. LEGEND TYP.EXTERIOR 5/W 706#: BOTTOM PLATE •1 12.NAIL ALL EXTERIOR TOP PLATES TOGETHER WITH.(2)10d NIALS @ O.S.B./PLYWOOD ONLY ® = BRACEWALL PANEL ---- 16" O.C. AND ALL EXTERIOR BOTTOM PLATES WITH(2)10d NAILS 8d COMMON NAILS @ = SHEARWALL MUDSILL EACH STUD BAY. 6" O.C.EDGE AND 12"O.C. FIELD OR �1 5 H E A R W A LL NAILING 13.THE GARAGE IN THIS PLAN IS PRESCRIPTIVELY DESIGNED.THE 16 GA. STAPLES 7/16" c III I I ' J L 2 AND/THHE HOUSE IS ENGINEEDRED TO ACCEPT LOA DS FOR BOTH THE CROWN, 40'O C.lEDGE ANDG J�w 4 5/w FLAN TYPICAL EXTERIOR 5/W NT5 HOUSE AND THE GARAGE.IN LIEU OF I.R.C.SECT.R602.10.11 12"O.C. FIELD 1/8"= 1'-0" EXC PTIO 1 LEGEND TYPICAL SIMPSON H-1(OR)H-2.5 TRUSS 12" RIPPED ROOF 0= CUT OUT FOR VENTING. KITCHEN-8"x B" FOR HOOD VENT, OPTIONAL TIES AT EVERY MEMBER SI-•IEATPING AT GABLE r FOR HOOD VENT,BATHROOMS-4"X 4",AND UTILIY-6"x 6" GARAGE FASTEN TO TRUSS PER MANUFACTURER IBC CASE 1 ROOF FOR HOOD WHOLE HOUSE FAN OPTIONAL OPTIONAL A SPECIFICATIONS SHEATHING LAYOUT •= GUTTER DOWNSPOUT H AD R HE DE 1 W _. �= FULL HEIGHT WALL-ATTACH TO BOTTOM TRUSS CHORD W/(2)10d NAILS AT EACH FRAME UP STUD I I ■= 64 SQ.INCH ROOF VENT PLACE V-0" FROM RIDGE ! ! I I I 1 ! ! I I ! I I ! I I I 1 ! ! ! 1 I I DRAG OI�I BLOCKING FOR DRAGSTRUT — I I I I TRL S I ; SEE DETAIL#1 ON 52 I I I I I ! ■ 1 ( l O l O - ! I ! ! I I ! i I P.f.M !NUF. SCISSOR SSOR T US I ES 1 24" O.C.I I I I 1 N I •� �/ 6.W.B.(BOTH SIDES) ■ ( I I ■ ■ I I . MAAN F. i P"E.M N 1F.TW _S. i No.6x1�"LONG TYPE 5 OR W ! ! ! 1 5 S @ 24 O.C.DRYWALL SCREWS @ 4" O.C. -6 12 I I I PLANT H&z WITH ! 4 C I �gl2t copyright 1999 HILINE HOMES EDGE AND 4" O.C. FIELD. x I 3 2 L1YER OU.�j 7/1(i" O.5B.A O PAtjT.VA Zx STUDS I I ! ! ! ! ! I I ! @ 16"O.C. —L —i I ■ ■ ■ ■ ! 4- :1 ■ Z P.E. AN F. USE -2 'O. . I O 10d NAILS @ 6"O.C. I i r; ROOF VENTS TO B 1' OFFSET FROM WEB I I I I F 'OM TH RIDGE. L H v i ! ! ! I I I ! i I I ! I ! ! ! I ! ! ! I ui z`2 = BOTTOM PLATE I i lO Q O . 2x4 I I ( I I ! Q J z 3 00 3-1 8" 13- /2" LB 1 ! t✓ ! I t:>> < ..•.. i H a M DROP BOTTOM �' = ::": :'3;: , I m -� to 2x4 STUD CHORD BDRM - PONYWALL- BATH LA NDrt_z:-`:'>>] fi3't::: (?:i:.:. I Q O.S.B. SEE SHEARWALL = PROVIDE 2X4 LOOKOUTS AT I I I I 0..;:;::::`': ..:....:.:.... :.,_. :::: ;•:_tl:4 O.C. AT GABLE ENDS 1 NAILING ON 52 ! ! I I (DRAGSTRUT! —I ::;: i''T>:;;:: ::::: =`I- -#;r:i ;__ i I; n 3 _ _ = 1 2x6 MUDSILL6 x i0 D. .#4 ?:it e.;::;:.. :;;:;=...... ... •::�_:__<:_._:. • FOOTING rK_At,� -.............LAIN LP 1........./� .":_t .:'t:;s`?F�: F '.:;:i:::;>:: ..... :i.:;;o G ii;:{;..i-:-"t:f?':?i s 't{:.:::i:izfi::..:: INTER. S/W DRAGSTRUTMFG. C� 1 _ f:.::::::::::.::. PARALLEL TO JOIST NTS TO CANT. __ —100, Z OVER PORCH 04 DECOR.POST - - - —DRAG 0! - C `0 143 6 NON-STRUCTURAL �ENG.GRIDER TRUSS ■ F°C- GIRDER C p �, ROOF FRAMING NOTES - Wt I1u1P50td TRUSS - U- a z �` �'GISTER HANGERS TOE-NAIL TRUSS) HANGERS TOP ENG, 1. ALL EXTERIOR WALL HEADERS ARE TO BE 6x8 D.F.#2 U.N.O. - - Q - - Q TRUSS OTTOM CH RD TOP PLATES W/(2) J _ — 10d NAILS @ 16"O 2. JOISTS AND RAFTERS ARE TO BE H.F.#2 MIN. U.N.O. - - - - - - -- - EXPIRES 0 24 2006 �#-6:12 ■ a 0- \ NAIL TOP PLATES 3. TRUSSES SHALL CARRY MANUFACTURER STAMP AND HAVE _ _ _ _ O ENGINEERING DRAWINGS ON SITE FOR INSPECTION. TOGETHER W/(2) s 41 O 10d NAILS @ 16" O.C. 4. NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR APPRO A - - - FROM ENGINEER AND BUILDING DEPARTMENT. 16.W.B. I I SIMPSON H-1(OR) f! G.W.B.(BOTH SIDES OF WALL) 5. FRAMING CONNECTIONS SHALL BE"SIMPSON STRONG TIE" (OR) H-2.5 HURRICANE No.6x1 a"LONG TYPE 5 OR W AN APPROVED EQUIVELANT. CLIP ON(1)SIDE DRYWALL SCREWS @ 4" O.C. AT SHEARWALL HILINE HOMES EDGE AND 4" O.C.FIELD. 6. PROVIDE ATTIC VENTILATIONLPER I.R.C. 806.2. THE NET FREE 11308 62ND AVENUE VENTILATED AREA SHALL BE 300 SQ FT. 50%OF THE REQUIRED PUYALLUP WA,98373 VENTILAITON AREA SHALL BE A MINIMUM OF 3 FT. ABOVE EAVE SHEARWALL W/ (253)840-1849 x.129 2x STUDS VENTS. THE BALANCE OF REQUIRED VENTILATION SHALL BE SOLID BLOCKING I @ 16"O.C. PROVIDED AT THE EAVES. AT TOP PLATE —10d NAILS 7. PROVIDE A MIN. 22"x30" ATTIC ACCESS PANEL WITH TIGHT- NAIL PLATES @ 12" Ll PLAN: 2112 @ 6" O.C. O.C. DATE: 03/05/05 FITTING,SELF- CLOSING DOOR. DOOR SHALL BE BACKED WITH INSULATION IF LOCATED ABOVE HEATED SPACE. VERIFY Z 2x6 BLOCKING-NAIL JOB#: L--10 TTOM PLATE LOCATION ACCESS WITH OWNER. JOIST--J/ W/(3)10d'S 8. ALL ROOF SHEATHING SHALL BE CASE 1,PER I.B.C. NAILED WITH HANGERS GIRDER TRUSS STEMWALL --� MUDSILL 8d NAILS @ 6" O.C. EDGE AND 12" O.C. FIELD. ROOK TRUSSES INTER. S.W. /DRAGSTRUT 9. TOE-NAIL ALL GABLE END TRUSSES WITH(2) lOd NIALS @ 16" GIRDER DRAG 2STRUT V` 2 O.C. INTO TOP PLATES. ROOF �p��I*�� ���� NTS f� f� I V 1/8" - 1'I-0V" SHEARWALL DRAG NTS OPTIONAL OPTIONAL ,^ 40 40 HS -\GARAGE 0 wP o� VJ / � W OPTIONAL I'' MANDOOR 0 G I C . O CLG. OUTLET �! Z CLG. _ o \ I� O 0 OUTLET +� I / copyright 1999 HILINE HOMES _ VAULT LINE 00� OPTIONAL I i ' Z _HEAT PUMP AND WATER HEATER.MIN�18" I } F ABOVE SLAB AS RE Q'D PER IRC ` L_ O\ _ w Z00 rn ell W z 0 V) `n o I � Q= Q � o Q J Lu 3 ao WHOLE HOUSE FAN O I m a►Za a m W/TIMER SWITCH (! I � H D to wP,(D' I o � _ 1 J � Z $ � Q W ELECTRIC SYMBOLS ELECTRICAL NOTES _J $ LIGHT SWITCH } SURFACE MNT.LIGHT 1. SMOKE DETECTORS SHALL BE 110v. HARD WIRED WITH BATTERY W � 110 V. DUPLEX OUTLET $ RECESSED DOWNLIGHT BACKUP AND SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE 3& 220 V.OUTLET EXHAUST FAN.VTOS SYSTEM IS REQUIRED. lQl:wP WEATHERPROOF OUTLET m EQUIPMENT CONNECTION 2. ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF HILINE HOMES �GFI GROUND FAULT INTERRUPTER Q SMOKE DETECTOR PANEL AND METER WITH CONTRACTOR. PUYALLUP W ,AVENUE7 o TV OUTLET 3. ELECTRICAL CONTRACTOR SHALL PROVIDE HEAT-LO55 (253)840-1849 x.129 ❑ I3 HEATER/FAN COMBO.VTOS CALCULATIONS ALC LATIONSMENTS F(OR(OR) FOLLOW HE THING EQUIPMENT.PRESCRIPTIVE • RECESSED CAN LIGHTS Q TELEPHONE PEQPLAN: 2112 ZONED ELEC. HEATER 4. ELECTRICAL CONTRACTOR SHALL CONFORM TO ALL LOCAL AND DATE: 03/05/05 Ein STATE CODES. JOB#: " EXACT LOCATION OF 5WITHCHES,OUTLETS,LIGHTS,ETC. MAY VARY. LL ELECTRICAL PLAN 1/8"= V-0" E1 FRAME BOTH WALLS AT 42" AND WWI ro'-3�" 5'-9a" 7/16C05B FOR PLANT SHELF���22'-0 2 8 1:3030 3 2'-104. OPTIONAL ,Q� OPTIONAL0 40 HS GARAGE 60610 S.G. 4036 H61) S FHS 6040 HS _ J 0 OPTIONAL % _� ' SOAK. �j ■� O MANDOOR_ I 28 RANGE W/ TUB ` m iNi HOOD(VTO) = p --- NOTE: SOLID BLOCK I VAULTEDD - IT H N 00 I 2a = ALL THREE SIDES OF - —icv THE SOAKING TUB AT ZZ I 2e 61 VAULTED AT 21"O.C. =c, z 0 SOLID CORE 1 " MIN.— o - 61 Q _ -m 3'-9 MSTR. MSTR. BDRM. copyright 1999 HILINE HOMES Z V WITH WEATHER STRIP R S _� R F. F;0 SU)FACE WARM WALL - �, _ $'�'T W 5/8' TYPE X GWB v o T-11 3H 4 Z N �I =0 CO TINUE TO ROOF WALL HALF cn --Z--- O 0 OP ONAL — F I I w z v HEAT PUMP AND WATER 8'-3 5'-94 _Ia 3'-ilk 2s I Lu H V_ i•° HEA�TER.MIN. 18" ABOVE I_ _ 00 x 0 SLAB AS T EQT6PE II M_ VAULT LINE = 24 V) ZQ O � 0 ;� ' 28 WAS 2a ATTIC cc Q —�w 3 co -- ® `�' ACCESS a m a-IZi a m _ 1 I __LAUND•I DRY 1J-1 J N RE v 16' x 7' OH (MTL.NON-INSUL.) GREAT �( r 2x6 WALLTIF 3 „ miv 26 ^m VAULTED 1s Igo'-0" 15'-42 cv iA 61_3i0 �t O G F 0 I V� 4° �UB/I ;� 2 rn N = GENERAL FRAMING NOTES o I `� `� HR AT �, �t 30 = 1. SUB-CONTRACTOR SHALL FOLLOW ALL STATE/LOCAL CODES 0 N 2. DO NOT SCALE DRAWINGS. PLEASE NOTIFY BUILDER OF ANY ® A 8050 XOX 2050 FS.G. _ S D 3'_2„ I1'-34" in / SUSPECTED ERRORS OR OMMISSIONS PIOR TO PROCEEDING -itr 5° 2s �/ WITH CONSTRUCTION. z 3. OWNER SHALL VERIFY ALL DIMENSIONS AND FIELD 4X4 DECOR.POST — -1 2s� O CONDITIONS PRIOR TO COMENCING CONSTRUCITON. NON-STRUCTURAL_ O 4. DESIGN IS BASED ON 1500 p.s.f.SOIL PRESSURE. LL 5. SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY �9 'n BD 2 BDRM 3 PRECAUTIONS PERTAINING TO THE METHODS, TECHNIQUES, — N SEQUENCES AND PROCEDURES USED DURING WORK. i a� 6. PROVIDE FIREBLOCKING AT ALL PLUMBING,ELECTRICAL,AND r ELECTRICAL PENETRATIONS. 50 7. NO CHANGES SHALL BE MADE WITHOUT THE CONSENT OF THE HILINE HOMES GENERAL CONTRACTOR AND BUILDING DEPARTMENT. 5050 HS 5050 HS 11308 62N�AVENUE MES PUYALLUP WA,98373 8. WHERE REQUIRED,USE 3000 P.S.I. CONCRETE FOR FOUNDATION 13'-3" -�" 12'-2" (253)840-1849 x.129 WALLS PORCHES GARAGE SLABS,STEPS ALND ALL OTHER AREAS EXPOSED TO WH�ATHER PER I.R.C. TABLE R402.2. MINIMUM 28'-01, COMPREHENSIVE STRENGTH IS AT 28 DAYS. PLAN: 2112 9. WATER HEATER IS TO BE INSTALLED PER MANUFACTURER DATE: 03/05/05 SPECIFICATIONS AND I.R.C.REQUIREMENTS. STRAP AT BOTH AREA SUMMARY R JOB#: THE UPPER AND LOWER THIRD OF THE TANK PER I.R.C. CHAPTER 12 /cC SECTION M1307. WHEN INSTALLED IN A GARAGE, WATER HEATER FLOOR AREA 2112 SQ. FT. MUST BE A MIN. 18" ABOVE THE SLAB. GARAGE 528 SQ, FT. 10.GARAGE DOORS MAY BE LOCATED AT ANY REASONABLE EXTERIOR ® = HOSE BIB ��7 LOCATION WITHOUT REQUIRING ENGINEERING. F I OOa FLAN �F�Fq' ?� Al 11. GARAGE MANDOOR MAY BE ADDED TO ANY EXTERIOR WALL OF 1/8"= V-0" '\ R OF THE GARAGE WITHOUT REQUIRING ENGINEERING. - F/c —ATTIC VENT ROOF JACKS-64 SQ.IN.EACH. ,11, (TO BE INSTALLED ABOUT V FROM THE RIDGE) V (OPTIONAL RIDGE VENT,PER CONTRACT) / COMP.SHINGLES L- MFG.PRE-ENGINEERED CLA55 'B' MIN. ROOF TRUSSES 24"O.C. / 15#FELT G 7/16" APA RATED 24/0 SHTG. L ■� 0 2X VENT BLOCKS I copyright 1999 HILINE HOMES R-38INSULATION � TYPICAL INTERIOR WALL - - 1/2"G.W.B. TYPICAL EXTERIOR WALL: 2-2X4 TOP PLATES 2X6 TOP PLATE OVER SIMPSON H-1(OR)H-2.5 2X4 STUDS 16"O.C. 2X6 PLATE Z HURRICANE CLIP 2X4 BOTTOM PLATE 2X6 STUDS-16"O.C. 0 F- 1/2"GYP.BD. EA. SIDE 2X6 BOTTOM PLATE v� V' STRUCTURAL RATED H � m SHEATHING W Z O vz, ; AIR BARRIER (!) Q 2 Q 0 R-21 INSUL. 3/4" TAG SUB-FLR. Q J w 3 -0 VAPOR BARRIER PAINT APA RATED 48/24 - 9-1/2""I" JOIST Q m I + a M OVER SHEET ROCK GLUED&NAILED 2 ` @ 19.2" O.C. = J n J CM Q R-30 INSUL — 12"x6" FTG BLACK 6 MIL POLY I I VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE SECTION A-A 1/4"= V-0" z Oz ~ J U � W U) JOISTS PER PLAN TOP PLATE-USE- 3x6x0.036"STEEL 2x6 PLATE OVER PLATE AT SPLICES / VAPOR BARRIER(OR) 11308 6NE AVENUE 2X4 KNEE WALL TREATED 2x6 PUYALLUP WA,98373 C� 19.2" O.C" —- MU05ILL ANCHORS (253)840-1849 x.129 12"x6"CONT. N 5' O.C.(OR) FOOTING 1/2"ANCHOR BOLTS @ 6' PLAN: 2112 #4 CONT.-�_ O.C.W/3x3x1/4" WASHER DATE: 03/05/05 REBAR JOB#: PONY WALL DETAIL A2 SCALE: 1/2"=V-0" l7w r-i-- - -- - - ._ .« r —r! —� r+ -- -- 1 : r r-.-t - �... .. y.._. 7 - 1_ W ❑❑❑❑❑❑❑❑ - S.G �� .= 0 ❑❑❑❑❑❑❑❑ -- ❑❑❑❑❑❑❑❑ - - - �� I 4X4 DECOR.P05T—�/ FRONT ELEVATION cocvr ght 1999 FwuNE HCVEs NON-STRUCTURAL Z FIBERGLASS COMP. SHINGLES cuss B"MIN. SITE ADDRESS: -, - - u, Zv - 232 FALCON RD. 00 2X BARGE BD. KALAMA LA ":�8ro25 LLJ Z 0 1X2 TRIM c) Q Jw Z i :DLo — S J Q 12 i RIG;�41 ELEVATION O — — NOTE: _ _ ADDRESS MUST BE LOCATED THE HOUSE WHERE IT IS EASILY SE LEFT ELEVATION /� ui °- SEEN FROM THE MAIN ACCESS ROAD �— .J (OWNER RESPONSIBILITY) 4X4 DECOR.POST 1/8" - 1'-0" NON-STRUCTURAL W -- - OPTIONAL GARAGE HILINE HOMES ,... 11308 62ND AVENUE 'T= -�•- -r --- _ PUYALLUP WA,98373 { - (253)840-1849 x.129 lx3 CORNER TRIM + PLAN: 2112 —— — -..............- - - DATE: 03/05/05 HORIZONTAL SIDING JOB#: — -- � BMW FINISHED GRADE BY OWNER ------------- _ _ —_ SHALL SLOPE AWAY FROM - — --- _ S.G. BUILDING 6" IN 10'-0" MIN. -- — -- — — — ! ^ REAR ELEVATION OPTIONAL MANDOOR -2x STUDS @ 16" O.C. 2x6 P.T. MUDSILL - FLOOR SYSTEM: -- MANUF.TRUSSES @ 24"O.C. II/^� 3/4"MIN.T&G SUBFLOOR GLUED - 2x VENT BLOCKING W/ BORED V/ AND NAILED TO JOIST w/8d @ 6"O.C.EDGE&12"O.C. FIELD j HOLES&INSECT SCREENS W GRADE FLOOR JOISTS PER PLAN @ `D 1.SLOPE 6" 19.2" O-C.HUNG W/SIMP50N /- HEADER IN 10'-0" ct-. TOP FLANGE JOIST HANGERS _ BATT INSULATION PER PLAN INSULATIO REBAR REQUIREMENTS: I I i=1 I "SIMPSON" MUDSILL ANCHOR SiMP50N H1 OR 2.5 -� CONT. BEHIND 4 RI A Z - � - ■ 1 # HO Z. BAR - _ TWA LS O N - � I •••: URI A - L SPACING PER MANUF.SPEC.WITHIN H C NE CLIP � O _ E M F E H N , WITHIN 12"OF TOP OF El I II N 12" OF CORNERS AND MUDSILL SPLICES. \ STEMWALL. N -I I I—I I (2)2X6 PLATES 16"±TRUSS TAILS 2X4 STUD .I(I—I I - (OR) ANCHOR BOLT W/3"x3"xl/4" I (INTERIOR WALL) (1)#4 VERTICAL REBAR °O WASHER.EMBED.7" INSULATIO @ 48" O.C.MIN. 14" PENETRATION W/HOOK. (DO NOT COUNTERSINK.) o_. HEADER DETAIL 2x6 DRYWALL— copyright 1999 HILINE HOMES rfi °I i i I I I iI I n BACKER 4"PERF.DRAIN PIPE 6r 6 MIL BLACK POLY GROUND (3y� NTS COVER.OVERLAP SEAMS 12" 2X6 STUDS @ AND CLEAN DRAIN ROCK 12 16" O.C. Z TYP.@ PERIMETER 2'-0" EXTERIOR WALLS 0 (BY OWNER WHERE REQ'D.) MIN. INTERIOR WALL DETAIL w z co (1)#4 CONT.REBAR ( Z W Z O = co IN FOOTING v � NOTE: REBAR IS TO BE INSTALLED IN A WAY THAT PICAL SCALE:1/2 -1'-0' � Q= Q 0 IT IS NOT WET SET. Q °D nFOUNDATION DETAIL - --- 0° °"" �" O.S.B.WALL SHEATHING = J MAX.4'-6" STEMWALL SCALE: 1/2"=1'-0" O Z ATTACH PER S/W DETAIL T cv 16d NAILS @ 24"O.C. MAX.LOAD 1,500# 2x STUDS @ 16"O.C. o x6„ NAIL ROOF SHEATHINGW FRAMING DETAIL MIN. BLOCKING AT BEARING LAP " � JOIST PER 8d COMMON NAILS @ 6" J NTS WHERE REQUIRED PLAN MAX-LOAD U) O.C.EDGE AND 12"O.C. 2,500# J FIELD MANUF.TRUSSES Q @ 24"O.C. v x8" f-- NAIL BLOCK TO =� W TRUSS CHORDS /i BEAM PER PLAN — Q BLOCKING W/VENT \- POST PER PLAN r —POSIT TO PLANE W/OUTSIDE � Y EDGE OF SHEATHING SHEATHING T / r `: MAX.LOAD TOP PLATE / - 6,000# HILINE HOMES CONC. / - PUYALLUP WA,98373 (2) 2x6 TOP PLATES PIER PAD o x1Z" (253)840-1849 x.129 N V. 058 PLAN: 2112 NAIL W/8d COMMON NAILS M MAX.LOAD 1,500# 2,500# I 6,000# @6"O.C. EDGE AND 12"O.C. I -- --2x STUD DATE: 03/05/05 FIELD OR ''� ; T(THICKNESS) 6" 8" i 12" JOB#: STAPLE W/16 GA. 16'CROWN i ! 2'-0" E W(WIDTH) 12" 16" � 24" la'LONG STAPLES @ 4"O.C. -------------------- EDGE AND 6" O.C. FIELD J' A4 4 SHEATHING DETAIL SCALE: 3/4"=1'-0" 6 SPF NCRETE PIER DETAIL PI R PAD 5CALE: 1 2"=1'- " LW F331 F331 V W4830 W2430R BLW333930L W3015 W1530R W3612 W .J 0 SI FREE MAX. 0 0 STANDING REFER DISH- � v�� ��� �� 30"RANGE HEIGHT CoP✓'9r:1999 HILINE HOMES WASHER ` ` ,� `\ OF 70" wz � B33 SB36 B12R CAR36R CAR36L _ °O B15R Z p �o o Q Q KITCHEN KITCHEN m z j 2 = � v Q Ln �— EATING BAR BEYOND wz C� LAV LAV LAV Q co 7F \ 0 U 821L DB24 B21L VSDB60D VSB27 VDB15 VSB27 G1350 G1350 5'-0" HILINE HOMES 11308 62ND AVENUE PUYALLUP WA,98373 (253)840-1849 x.129 KITCHEN ISLAND MASTER BATH BATH 4 5 PLAN: 2112 DATE: 03/05/05 JOB#: NOTE: FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATING OR PURCHASING CABINETS. C,45ME—T FELL\,4T(ON A5 NTS (2) 2x STUDS ! — 2x BOTTOM PLATE CRIPPLEWALL / STEP --"--- -- ---�— SPLICE72 0" MIN. — a" T&G PLYWOOD (� FOUNDATION SUBFLOORING U.N.O. CRIPPLE WALL 4" RIMJOIST W SHEATHING SHALL BE O.S.B. NAILED W/ 8d - „A NOTE: NAILS @ 6" O.C. EDGE .2x STUDS;' , AND 12" O.C. FIELD. 1. WHERE THERE IS LESS THAN 4'-0" OF UNBALANCED BACKFILL STEMWALL (OR) @ 16 O.C. WHERE A IS PERMITTED TO BE 6" THICK W/ (1) #4 CONTINUOUS REBAR WITHIN 7 3 ;` EXCEEDS 8'-0" TOP 12" OF FOUNDATION WALL FOR SEISMIC DESIGN AREAS D1 AND D2. sm O 16 GA. 16" CROWN 1-4 USE SHEARWALLS b �.°:: .�: PROVIDE 16 GA. (IRC SECTION R404.1.4) LONG STAPLES @ 4" AT ALL EXTERIOR MIETAL TIE: I EDGE AND 12" FIELD PONYWALL ° ' ..��. : .. 1 z" x 4'-0" MIN. w 2. WHERE THERE IS MORE THAN 4'-0" OF UNBALANCED BACKFILL WALLS AND SHALL BE 100% PERIMETERS ',ATTACH EACH MUST BE LATERALLY RESTRAINED AT THE TOP AND BOTTOM (OR) TRANSFERABLE SHEAR. ( SIDE W/ 8) ibd DESIGNED AS A RATAINING WALL. copyright 1999 HUNE HOMES . .:°.• . �; COMMON NAILS. 2x6 MUDSILL W/ - �� 3.WHERE REQUIRED, USE 3000 PSI AIR ENTRAINED CONCRETE AT EXPOSED MUDSILL ANCHORS u- Z I-1 d J ;•E- ° FOUNDATION WALLS, GARAGE SLABS, PORCHES, STEPS, AND OTHER z @ 5'-0" O.C. J Y Q AREAS EXPOSED TO THE WEATHER. PER. IRC, TABLE R402.2 E o 12" FROM ENDS ¢ m Q F- _ XLMIN. U.N.O. z o0 Q ¢ FOUNDATION NOTE: REBAR IS TO BE INSTALLED IN A WAY THAT � _ 00 FOOTING IT IS NOT WET SET. D —III— I '..' co Q Oz Q 0 FOUNDATION I I=I I ET J w 3 c =1ii�! I ! . =III=III : m �H �c, STEMWALL STEPPED FOUN ATIO CRIPP A - H N � D N/ LEW LL _ _ I I�I I I �: I I—III � = Q IRC SECTION 602.11.3 B N.T.S. I— iII—I I -III—_III j II=! IE. r. I I —I A _ =III=I _ _ l —I I I—I I I ° I—III— _ _ —I I .I 1= i l l l l l l l l l t = �-I I El i t Q -� —III o Q _ �' o II III H ►- _ _ =1II—III H —I I_ _ u _ —iII=III = J _ _ o Y 00 3 _'z 3 I—I I I J _ ;I I I� o =I I Q m Q m Q J _ -1 11=1 11 o e = 1110 o � -1II -' � X X �, X Z cn v _ L0 irn Q —� 11 1 CQ Q N E. R X O 8 �J J\ pF WAS Q i! MIN. MIN. I ! r MIN. �. MIN. I : 1` MIN. J I1� 1=ZE I— . I J p 77.1 ��W� W - - „WHORIZONTAL (1) #4 HORIZONTAL REBAR: (2) #4 HORIZONTAL R B: (2) #4 HORIZONTAL REBAR: (2) #4 HORIZONTAL REBAR: (2) #4 O f 1436 �� CONTINUOUS REBAR WITHIN CONTINUOUS REBAR WITHIN CONTINUOUS REBAR WITHIN CONTINUOUS REBAR WITHIN CONTINUOUS REBAR WITHIN '°cS���/STERE�G��4. 12" OF TOP OF STEMWALL AND 12" OF TOP OF STEMWALL AND 2" OF TOP OF STEMWALL AND 12" OF TOP OF STEMWALL AND 12" OF TOP OF STEMWALL AND HILINE HOMES SIONAL EN 1 #4 CONTINUOUS REBAR 3" 1 #4 CONTINUOUS REBAR 3" 11308LUP AVENUE ( ) ( ) (1) #4 CONTINUOUS REBAR 3 (1) #4 CONTINUOUS REBAR 3 (1) #4 CONTINUOUS REBAR 3 pUYALLUP WA,98373 EXPIRES 01 /24/2006 FROM TOP AND BOTTOM OF FROM TOP AND BOTTOM OF FROM TOP AND BOTTOM OF FROM TOP AND BOTTOM OF FROM TOP AND BOTTOM OF (253)840-1849 x.129 FOOTING. FOOTING. FOOTING. FOOTING. FOOTING. VERTICAL REBAR: (1) #4 REBAR VERTICAL REBAR: (1) #5 REBAR VERTICAL REBAR: (1) #6 REBAR VERTICAL REBAR: (1) #6 REBAR VERTICAL REBAR: (1)#6 REBAR PLAN: 2112 W/ HOOK @ 48" O.C. MIN. W/ HOOK @ 48" O.C. MIN. W/ HOOK @ 48" O.C. MIN. W/ HOOK @ 24" O.C. MIN. W/ HOOK @ 16" O.C. MIN. DATE: 03/05/05 MIN. FOOTING WIDTH "W" WALL PENETRATION OF 14" WALL PENETRATION OF 14" WALL PENETRATION OF 14" WALL PENETRATION OF 14" WALL PENETRATION OF 14" 5 (STORY) 1 2 3 AND FOOTING PENETRATION AND FOOTING PENETRATION AND FOOTING PENETRATION AND FOOTING PENETRATION AND FOOTING PENETRATION "T" THICKNESS 6" 6" 81" OF 3". OF 3". OF 3". IRC R403.1.3 OF 3". OF 3". ( IRC R403.1.3 IRC R403.1.3 IRC R403.1.3 IRC R403.1.3 Q (� "W" (WIDTH) 12" 15" 23" (­2-)ImR.C. FOUNDATION STEMWALL DESIGN ^v(IRC TABLE R403.1) AR/BACKFILL RE UIREMENTBRC TABLE R404.1.1(2) N.T.S. 7GENERAL STRUCTURAL NOTE ATURAL FORCES (WIND AND SEISMIC) IMPOSED U) S BUILDING ARE RESISTED BY A SYSTEM OF ENGINEERED STRUCTURAL MEMBERS AND FASTENERS W DESIGNED TO RESIST DESIGN BASE LOADS SET FORTH BY CRITERIA IN TABLES A AND B ON THIS PAGE. THI5 STRUCTURAL SYSTEM 15 DE5IGNED IN ACCORDANCE WITH THE 2003 NATIONAL DESIGN SPECIFICATION (ND5) �� O AND THE INTERNATIONAL BUILDING CODE (I.B.C.) STRUCTURAL MEMBERS THAT ARE NOT A PART OF THE I ENGINEERED STRUCTURAL SYSTEM SHALL BE IN ACCORDANCE WITH THE CONVENTIONAL LIGHT-FRAME i2 CONSTRUCTION REQUIREMENTS OF I.B.C., SECT. 2308. copyright 1999 HILINE HOMES Table A.Wind Design Criteria, Description Value Description Value z Wind Speed Vas(m h 110 Vertical Pressures(psf) o F- Simplified Method per IBC Section 1609.6? Yes Wall Zone E -10.7 w z rn v Importance Factor-Iw 1.00 Wall Zone F -14.6 LU Z o Exposure& Height Factor(ExposureB) 1.00 Wall Zone G -7.7 to Q= Q Roof Slope 6/12 Wall Zone H -11.7 co m H Horizontal Pressures(psf) Roof Overhang Zone E -19.9 = J Wall Zone A 24.1 Roof Overhang Zone G -17.0 Q Wall Zone C 17.4 Roof Overhang Zone F -14.6 Roof Zone B 3.9 Roof Overhang Zone H -11.7 Q- Roof Zone D 4.0 Notes: Plus and minus signs signify wind pressures acting toward and away from the surfaces,respectively per ASCE Standard 7-02, A basic wind speed of 110 mph of Exposure Factor 8 is equiplent to a basic wind speed of 100 mph at Exposure C for buildings with a mean roof height of 15-ft or less. Description Value Description Value z Occupancy Category per Table 1604.5 II Is Period To <T</=Ts=0.345 sec? Yes \Ny EASIl RF� (-Dw o Seismic Importance Factor k per Table 1604.5 1.`0 Design Spectral Response: S,= SDs? Yes �Q`��� r�ca-O (n Seismic Design Category per Table 1616.3(1) D2 Seismic Use Group per IBC 1616.2 1 CO 0 W Default Site Class Per IBC 1615.1.1 D Simplified Analysis per IBC 1617.5? N0 THE LATERAL DESIGN OF THIS PLAN IS ENGINEERED TO 0 C)Regular Structure Yes Seismic Design Coefficient: C,= SDsIE/R 0.180 0 36 Building Frame Structure w/Shear Walls Yes Maximum Unit Shear per Table I;vm,x MEET THE 2003 INTERNAITONAL BUILDING CODE (I.B.C.) 1 4 (Ibift} 169 � REQUIREMENTS: °�F Response Modification Coefficient: R 6.5 Story Shear per Table H: Vsto (lb) 7,660 SEISMIC DESIGN CATEGORY: D2 SD5=1.170G ssi Mean Building Height h(ft) 12.0 Story Shear Ratio: r,,, =10v,,,/Vsto ,: 0.22 0NAL Building Period Coefficient: C,(sec) 0.02 Base Story Area: As (sf} 2,112 BASIC WIND SPEED: 110 m.p.h., EXPOSURE B EXPIRES 01 /24/2006 HILINE HOMES 3t4 BASIC WIND SPEED: 100 m.p.h. EXPOSURE C 11308 62ND AVENUE Building Period: T= C,h (sec) 0.13 Square Root of Base Story Area:AB (ft) 46.0 PUYALLUP WA,98373(253)840-1849 x.129 MCE Short Period Acceleration: SMs (g) 1.755 Reduncany Factor: p=2 -20/rR,,x(h)172 0.02 Site Short Period Acceleration: Sus g 1.170 Minimum Redunancy Factor Per IBC 1617.2.1 1.00 Reep Engineering & Consulting, Inc. STRUCTURAL DRAWING INDEX PLAN: 2112 MCE Long Period Acceleration: SM, (g) 0.606 SL Shear: E = pQE + 0.2SDsD = PQE I.E. (Gene) Reep, P.E. SO DESIGN CRITERIA DATE: 03/05/05 Site Long Period Acceleration: SD1 (9) 0.404 Base Shear/Weight: VsL/W = PC, 0.180 Washington License No. 14363 JOB#: To= 0.2SD1/Sus (sec) 0.069 Allowable Stress Design: VAso= 0.7VsL 0.126 g S1 FOUNDATION PLAN T,=SD,/Sus(sec) 0.3451 1 I.C.C. No. 0465600 S2 SHEARWALL PLAN Note: Seismic design criteria is based on highest wlues for Maximum Considered Earthquake S 8205 Sunset Lane Phone: 509 547-9087 O g 9 q ( MS?and site short period Pasco WA, 99301 Cell: (509) 366-2869 S3 ROOF FRAMING PLAN {Sasa accelerations for Seismic Design Category D2. 22'-0" OPTIONAL —►-" III III — 9I z" "I"JOISTS GARAGE A/C PAD 2x6 MUDSILL 2'-10" IBY STOOP BY 19.2 O.C. V^ OWNER START POINTOWNERSIMPSON MA6 — — — — — — — — — — — Lij 0 OPTIONAL 12 BLOCKOUT o FOP MANDOO S 1I I I I I I I I I i i i l l l 12I°x 16" orJr. III a 0 Q �p i I FOOTIWN GL WL O/V2kER4 1ANCHOR z 4"CONC. SLAB ON COMPACTED L N 1U FILL. SLOPE SLAB DN. 2" � TO DOOR I ' J I I JILLL3: 1 �- - - - - �- �.• - � I O J Ir OPTIONAL I I I I i ( I I I I copyright 1999 HILINE HOMES 2x8 MUDSILL BLOCKOUT OIO I ''I FOR HEAT PUMP I' I I 6/V1I VI5 EE�N VIAP�R I 18" 2 'CRAWL5PAC I I I I z' ANCHOR BOLT W/-,� I� I I) I 3 I I I I I I I I B1RR�ERI T4OUG OUT I 44�� ACC�55 W/IN5ULAED ' 3x3x4 WASHER.MIN �;; :, � I I I I CRAWLSPACE. P PL CE G T I TI G _ �. . I = I 12' M N. co PENETRATION 7' L -I _ _ co II li 0 I j - - - T rt � — r — T- nI = (j) Q= ¢_ _ _ _ _ _ _ _ _ _- - - - - - - - - I I I I I I I I I I I I I I I I III Q CLZLu 3^16'-3" I I I I I I I ( -1/ "1.,JIOI$TS-19.2"O.0 I Iv v m m ANCHOR = L0 2 JOROUGs 4 OPENINCs I _ Q8" STEMWALL21 �t t 2 -10 " 2'-10 " I LEGEND STOOP --�—I—i �- F-► i I I I I I I PONYWALL "SIMPSON" STHD8 MINIMUM } BY r n 2x6 HOLDOWN ATTACHMENT-SEE F' OWNER 3 P• i I i 61 V SIMPSON DETAIL 5 ON SHEET 51. MA6 OR 22'-0" 24'-0'' I I I Z z ANCHOR BOLT ,,p. y I O W/WASHER -MUDSILL TO , FOUNDATION & FRAMING NOTES BE FLUSH WITH I — T � FN T TI I Q INSIDE FACE OF — CONCRETE 1. ALL FOOTINGS SHALL BEAR ON STIFF,FIRM SOIL MEETING FOUNDATION WALL I I I I ( I I I ILI I I I I I _ Q FOOTING THE REQUIREMENTS OF DEFAULT SITE CLASS"D" PER I.B.C., I SECTION 1615.1.1. DESIGN ISBASED ON 1500 p.s.f. SOIL. , LL I I �r 0LL INTERIOR FOOTING z 3 2. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE 2x A/RL O NTS HEM-FIR#2 MIN. TREATED WITH AN APPROVED PRESERVATIVE(OR)STANDARD HEM-FIR ON AN IMERVIOUS + — R ~MOISTURE BARRIER(I.R.C.R319.1) L - - - - - - - - - - - - - - - - J Q O 3. PROVIDE APPROPRIATE BLOCKOUTS IN FOOTINGS OR WALLS TOP FLANGE JOIST 16"X 8" SCREENED = —J -- --- FOR PLUMBING& ELECTRICAL STUB-OUTS. HANGER-YPICAL FOUNDATION VENT(TYP) („L u 1 2'i'-Il" JOISTS @ CONTINUOUS 4. USE 3000 p s.i. CONCRETE WHERE REQUIRED BY THE I.R.C. 192" OC. 2 x 4 PLATE TABLE 402.2. \N RAC` HILINE HOMES TRIMMER PONYWALL pF WAS 1 11308 62ND AVENUE \ . . 5. FOUNDATION VENTS ARE TO BE INSTALLED AT 1/300 SQ. FT. NQ �� �� .� PUYALLUP WA,98373 PER I.R.C.,SECT. R408.2 AND WVIAC CODE. �� �02 (253)840-1849 x.129 6. 2x8 MUDSILL TO BE INSTALLED FLUSH WITH THE INSIDE PLAN: 2112 NA'TEMP FACE OF FOUNDATION WALL TO ACCEPT JOIST HANGERS. ' DATE: 03/05/05 - N 7. 8" FOUNDATION WALLS SHALL BE ANCHORED WITH i ANCHOR i 1 436 JOB#: 24" BOLTS WITH 3"x3"xa' WASHER @ 6 FT. O.C. WITH A 7" MIN. OA` 'k�CISTERE� ��`' MIN. MAX D12 EFRONT M PLATE ENDS. USE 14 FT MUD BOLTS AND PLACE ASS/ONAL ENG\ -FOOTING ANCHORS ACCORDINGLY. 8. 6" FOUNDATION WALLS SHALL BE ANCHORED WITH "SIMPSON" EXPIRES /�01 24 2006 S 1 CRAWL ACCESS DETAIL MUD ANCHORS @ 5 FT. O.C. A MIN. OF�2)ANCHORS PER PLATE. FOUNDATION � F-LOOR ��f� I N� 0LAN 4 NTS MAX. 12" FROM PLATE ENDS. USE A 14 T.MUDSILL AND PLACE ANCHORS ACCORDINGLY. 1/8"= V-0" REVISED 09/14/04