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HomeMy WebLinkAboutBLD2006-02102 Final SFR - BLD Permit / Conditions - 6/27/2007 • 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 IP10 Shelton,WA 98584 RESIDENTIAL BUILDING PERMIT BLD2006-02102 OWNER: KCK ENTERPRISES RECEIVED: 12/8/2006 CONTRACTOR: REALITY HOMES INC. 253-926-6330 LICENSE: REALIH1984CN EXP:2/15/2008 ISSUED: 2/7/2007 SITE ADDRESS. 2140 NE HAVEN WY TAHUYA EXPIRES: 8/7/2007 PARCEL NUMBER: 223305000401 LEGAL DESCRIPTION: HAVEN LA T . 401 PROJECT DESCRIPTION: DIRECTIONS TO SITE: New SFR i!i �f Haven Lake 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: R-3U Lot Size: Deck: Type of Work: NEW Fire Dist.: No.of Stories: 1 Occ. Load: Building:1,767 Garage-Attached 452 Valuation: Building Height: 17 Occ. Status: Primary Basement: Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: W 60.0 Ft. Shoreline: Ft. Water Body: Haven Lake Model: Width: Ft. Rear: E 74.0 Ft. Slope: Ft. SEPA?: No Side 1: N 9.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: S 10.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KKK 12/8/2006 $751.50 S22006000 Dishwasher 1 Furnace<100K 1 Planning Review Fee KKK 12/8/2006 $155.00 S22006000 Hosebibs 3 Gas Outlets 2 Address Fee BLJ 12/11/200 $140.00 S22007000 Kitchen Sink 1 Propane Tank 1 Building State Fee ARC 12/12/200 $4.50 s22007000 Lavatories 2 Ventilation Fan 3 Building Permit Fee ARC 12/12/200 $1,156.15 s22007000 Water Closets (Toilets) 2 Propane Stove 1 Mechanical Fee ARC 12/12/200 $128.05 s22ooi000 Water Heaters 1 Dryer Vent 1 Mechanical Base Fee ARC 12/12/200 $23.50 s22007000 Bath Tubs 2 Plumbing Fee ARC 12/12/200 $82.00 S22007000 Clothes Washer 1 Plumbing Base Fee ARC 12/12/200 $20.00 S22007000 EH Plan Review ADR 12/21/200 $75.00 S22007000 Total $2,535.70 BLD2006-02102 Please referto the following pages for conditions of this permit. 1 of 5 ' CASE NOTES FOR BLD2006-02102 CONDITIONS FOR BLD2006-02102 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 X RVoaadds nnect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. 2) A r- ed er dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 3) 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 De a en> for to any further inspections being performed or approvals granted. 4) 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 inspEtctjons.X 'D`�) 5) 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 rr(emgvai\ proved documents will result in failure of required building inspections. 6) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X I � ) 7) 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 Buil ' X artment prior to any further inspections being performed or approvals granted. BLD2006-02102 Please referto the following pages for conditions of this permit. 2 of 5 8) Washington State Energy Code Compliance has been approved using the following: Hea Type: Electric or other fuels, Compliance Method: IV, Window(Max U-Factor):0.40, Skylight (Max U-Factor):0.58, Doo ax U-Factor):0.40 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38, Vault Insulation R-30, Slab Insulation R-10. X 9) Per 2003 IRC - SECTION 1609 -WIND LOADS - 1609.1 Applications. Buildings, structures and parts thereof shall be designed to withstand the min' um wind loads prescribed herein. Decreases in wind load shall not be made for the effect of shielding by other structures. Per FIGURE 1609 BAqK,wwvSPEED (3-SECOND GUST)the wind speed for Mason County is 85 MPH. X 10) Per 200 -IRC -SECTION R905 - REQUIREMENTS FOR ROOF COVERINGS - R905.1 Roof covering application. Roof coverings shall be applied in acco ith the applicable provisions of this section and the manufacturer's installation instructions. X 11) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertic I concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). X 12) 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 char all be collected by the Building Department prior to any further inspections being performed or approvals granted. Xy 1 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 permitMation. X 14) 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 projec x t !!ll 15) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinpQ'gulation, must be reviewed and approved by Mason County prior to construction. BLD2006-02102 Please referto the following pages for conditions of this permit. 3 of 5 161 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 Insp� of I be made prior to requesting additional inspections. X 17) All property lines shall be clearly identified at the time of foundation inspection. X 18) 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 Mas�rf ty ordinances and building regulations. X �� 19) 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 (ol��revented action from being taken. No more than one extension may be granted. 20) Pres ure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, conn nd flashing. Install metal connectors approved for contact with the new types of pressure treated material. X 21) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure these trues meet the setback conditions listed. X 22) Landings an tairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your 'Ap r ve to Plan" to ensure these structures are shown and meet the setback conditions listed. X 23) 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 1-80. - 4 - 82. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X v 24) Water a ( not to be degraded to the detriment of the aquatic environment as a result of this project. 25) Prior to final approval, all upland areas disturbed or n 'e� ed by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X 26) OW T SHOW PROOF OF SATISFACTORY WATER SAMPLE PRIOR TO TEMPORARY/PERMANENT OCCUPANCY OF THE RESIDENCE. X BLD2006-02102 Please refer to the following pages for conditions of this permit. 4 of 5 ' 27)' This parted in a smoke management zone. Please contact a fire warden at (360)427-9670 ext. 459 for further information. X 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 progres inspection.The owneror the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described pro and struct for� view and inspection. ` OWN ER OR AGENT: G rq LDATE: ( �� BLD2006-02102 Please referto the following pages for conditions of this permit. 5 of 5 W r- CONCRETE MECHANICAL MANUFACTURED HOME 0 of n N rn Ff otlngs /Setbacks Gas Piping By Rlbbons rq N Ir,teriorDate3-1s" By,/ Interior-Date y-Lc/,e7 ByJ7i_ Doe By Z o Exter"Date BY Exterior-Date B m N Set-up ;0Point toad I Isolaad Footings INSULATIC?N Date By .0 BG i SLAB INSULATION - - X [Date By Data By FIRE DEPARTMENT N Foundaden Walls Floors Date By Rl N Date By Data -Z7-ty By IIMA DECKS FRAMING Wails )_ Date By rate ..0 By Data � By Cf� PROPANE TANKS PLUMBING vault Data By Date By OTHER Groundwork Attic Lots B Dat �. By Type: Y y Date By D.w.V DRYWALL Type: Int.Brace Wall Date By W Date By Data 13y FINAL INSPECTION w Water Line Fire Separation IVC Date L � By Data By Data�..Z?.® BY�jj O Pass or Request Inspect. N Type of Insp. Fail Date Date Done By Comments c i9 ez 3-1(�, 79z y i, - 21 E 70 CD I t 0 -00 � - (,� 3V` ALL S PLq NNE ETeAC NG KS PR01FROM THE FUR HEASUREp _ ON OF EST THE BU'L�,NG q At ._ 3 � l `rYt; r t� 110 r� I A801V C PPI 'O SCEP�,gNRUN�. VLF;;; �O p APep UN S/I DO OVAL i 1-6 �. -0 y a`�' Cr 1 s ;3�, Its- At /C Aq TOPOGRAPHY PROFILE: Direction: Scale: Approval: for office use Building Permit number: i� — ' Building: Owner/Applicant: C. C Date of Planning: Parcel Number: 1R `� Jaz 1 Ah application: Env. Health: Name�� MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT FEE CALCULATION "ORKSHEET DETERMINATION Occupancy Type Square Footage Valuation Amount Total Valuation (sq.ft. x valuation) Residence/Addition /Basement $66.35 $ Q yI.— Garage/Storage Building $23.95 $ Basement(semi-finished/unfinished) $32.64 $ Deck $11.60 $ Carport/Covered Deck r" $16.50 $ Other $ $ Total Valuation $ Estimated Plan Review Fee, due when the permit is submitted $ Planning Dept. Review Fee ($155/$255), due when permit is submitted $ TOTAL DUE WHEN PERMIT IS SUBMITTED: The estimated plan review fee is based upon information provided at the time of application and is subject to change. Planning Department fee is a flat fee which is due when permit is submitted. Building, mechanical,and plumbing permit fees will be calculated during plan review. Environmental Health, and other fees will be collected when the permit is issued. ESTIMATED BUILDING PERMIT FEES Building Permit Fee (see table attached to Building Permit Fee list U.B.C.,table 1-A) $ , I Plan Review Fee (Submitted with Building Permit Application,65%of the building permit fee) $ 77 Ste© Estimated Mechanical Fees (u.M.c.,Table 1-A) $ Estimated Plumbing Fees (U.P.C.,Table 1-1) $ Estimated Environmental Health Fee $ Estimated Fire Marshal Fees(Commercial projects-50%plan review) $ State Fee $ 4.50 Other: $ Total Estimated Building Permit Fees $ h:esbmated fees From:LUMBERMENS TRUSS DIV 253 735 1126 04/25/2007 07:16 #311 P.001/005 ` Truss-Span -Lumbermens 3136 B ST NW Auburn, W a 98001 Truss- FAX---- 253 735 1126 PHONE 253 833 1050 - a. -.� :. >'%c wl�s. �:r._ ..r r'• -:, _ - .�t2}y_ .. �i���16�e�'��� �...xYC ..`y.. 7 To: g Fax: 253— From: Date: ZJ P 7 Re: ��Pages: CC: ❑Urgent gwor Review ❑Please Comment ❑ Please Reply Z5r-O Az IF YOU DO NOT RECEIVE ALL OF THE PAGES,PLEASE CALL OUR OFFICE AT (253)833—1050 IF YOU WISH TO REPLY BY FAX, OUR FAX NUMBER IS(253)735-1126 From:LUMBERMENS TRUSS DIV 253 735 1126 04/25/2007 07:17 #311 P.002/005 A . MiTek� POWER TD PERFORM.'" MITek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610. Telephone 916/676-1900 Re: 07-0688 Fax 9161676-1909 KCK ENT. The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Lumbermen's Bldg Center-Auburn, WA. Pages or sheets covered by this seal:R25087644 thru R25097645 My license renewal date for the state of Washington is August 1,2008. 4Ex S. r7?V �4 of WAscF� �G p�30496 �r IRE8:0 1 8 April 24,2007 Tingey,Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSLITPI-2002 Chapter 2. Fron:LUMBERMENS TRUSS DIV 253 735 1126 04/25/2007 07:17 #311 P.003/005 [07-bOM o -- --- _. — buss Type _- - - Oty Ply KCKENT. — -----._. R45W7644 - 3-l'R COMMON 4 1 Iris Refe_"a(opfionan TrueaSpar LV111bermerra,Ad.MWA WWI 620D s Jrd 13 2005 MITeK IndusUfez,Inc.Tue Apr 24 14 1826 20�7 PIge 1 -1-La 8-4-14 i ttia-0 I 2&7-7 32-0-8_ 8-.1+334-u.y 14.0 84-14 7-7-2 7-7-2 84-14 1-" scale=1:562 54 W120= 3 8-0 3-7-0 13 4 4.00.12 2x4 W120�� 2x4 M1120 O s 2 s ie 2 8 5x12 MII20= 10 9 8 5r12 MII20= 4x4 MI120= 3.8 M1120= 4x4 M1120= �� NEW BEARING LOC. r41-2 (lb/size) 1686/0-5-8 3-0-0 bf-2 l 10.1/J I 21.0.12 1 32-QO 1 to-114 10.1.8 10-11.4 GENERAL REPAIR NOTES: THIS REPAIR IS FOR CHANGING BEARING LOC. AS SHOWN AT JT 6. ® 1-INSERT 2X4 MEMBER(SPF No.2&Btr G.)CUT TO FIT AS SHOWN. ® 2-ATTACH 1/2"CDX STRA,PLYWOOD GUSSET TO EACH FACE OF TRUSS WITH 10d COMMON WIRE NAILS(0.131'-A3.0")@ 6"O.C.,2 ROWS-2X4 AND 3 ROWS-2X6 WITH THE MINIMUM AMOUNT OF NAILS SHOWN CIRCLED PER FACED OF EACH MEMBER. (15/32 EXPA,32/16 SPAN RATED O.S.B MAYBE SUBSTITUTED FOR PLYWOOD. Plate Offsets MY): 12:C-3-10.Edoel.14:0-3-15,0-2-41.f8:0-3-10.Ed0el LOADING(psfl SPACING 2-0-0 CSI DEFL in floc) Udeft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.32 BB >998 240 M1120 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.86 Vert(TL) -0.96 6-8 >394 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.16 6 n/a n/a BCDL 10.0 Code IRC2003/TPI2002 (Matra) Weight:1051b LUMBER BRACING TOP CHORD 2 X 4 HF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins BOT CHORD 2 X 4 HF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 9-4-0 oc bracing WEBS 2 X 4 HF Stud/Std REACTIONS (lb/size) 2-1529/05-8,6-1529/0-5 8 Max UplAl2=371(load case 3),6=-371(load case 3) FORCES (Ib)-Maxinwm Compression/Maximum Tension TOP CHORD 1-2=001,2-3=-34OW709,3-4=2974/623,4-5=2974/623,55=3403/709,6-7-0128 BOTCHORID WEBS 3.10--618/27694--10=105/936124.8 105/936,15-8=-ri18/27 139 6 y ER S.S/1 11�- NOTES CF - 1)Unbalanced roof We loads have been considered for this design. 2)Wind ASCE 7-02:100mph;h=251t;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;C-C Exterlor(2);cantilever left and right 4 exposed;end vertical left and right exposed;Lumber DOL-1.33 plate grip DOL-1.33. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Plates checked for a plus or minus 0 degree rotation about its center. A ,� 5)This truss is designed in accordance with the 2003 International Residential Code sections R502.11-1 and R802-102 and referenced R standard ANSIrfPI 1. �C,+<` �CIST'V LOAD CASE(S) Standard EXPIRES: AWi AAWD7 ®WAxNmG-ve of design pars sun;and READ NoTE6 oN THIS AND rNCU7DID wTE7r REFERF-NCE PAGE AM-7473 BEFORE DSb. Design void For use only vAh MMTek connecloo.This design is based ony upon parameters sh—.and isfor on indi icluoi building component. . Appricability of dasign poramanterz and Proper Incorporation of component is responsibility of buBcling designC-not true tlesrgner.Broang shown is for lateral wpport of individual web members a*.Add'fond temporary tracing to insure.+ab:ty during conslrvcifon Is the resporuibllity o'the MITek' erector.Additional ere-OrAM broenp of the overall structure is the responsibility of the butldhg designer.For general guidance regarding ftbAcat-an.quaWy central,doroge,dell rM erection and lording.consult ANSI/Rrl Quiciiy Ci Term.M-69 and 8CS11 8eiding Componr"rt Sawy Waireaaaa ova0ab,tom Truss Plate Institute,583 VOnof o Dave.Madison.WI S3719. 77T7 Greenback Lane,Suite log __ CIWa Highui,CA 9%10 From:LUMBFRMFNS TRUSS DIV 253 735 1126 04/25/2007 07: 18 4311 P.004/005 1 -- -- - _ rob toss Truss Type sty Ply KCK ENT. -- X2b067645 OB88 STRB COMMON 1 1 __ b Reference(obGona'1 1 T-Span Lumbennens,Aubum,WA 96001 62W s I'd 13 2005 Mrrek Industries,Inc.Tue P�nr12�14:1&: 2007 Page 1 1- -1-4-5 b4.14 I 1R111L -- - 23.7-2 I M120.0 a;LO 1-4-0 6.4-14 7-7-2 7.7-2 Bd-74 1�-0 Swle=1:56.3 Sx6 80120= 4.0o 12 2104 M1120�� 3x6 M1120 C 3 5 5x12 M1120= 2 T es f� Sx12 M1120= 11 10 9 6 - 3011,11120= 349 MB20= bd MR20= US M1120� 30-0 8-1.2 6-1-2 ta11-4 I 21-Q-12 I 99-0-0 i 62.ed t 10.11-4 141-9 7.114 3." NEW BEARING LOC. (Ib/size) 1 5 2910-5-8 NO REPAIR NECESSARY FOR CHANGING BEARING LOC. AS SHOWN AT Plate Offsets(X.Y): [2.a36 Edae1.14:04 0.0 2-21.f8:0 3 B.Ed�e) LOADING(psf) SPACING 2�0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 25.0 slates Increase 1.15 TO 0.77 Vert(LL) -0.29 2-11 >999 240 M1120 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.86 Vert(TL) -0.85 2-11 >405 180 BCLL 0.0 Rep Stress Ina YES WS 0.80 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code IRC2003/TP12002 (MaOttx) Weight:112lb LUMBER BRACING TOP CHORD 2 X 4 HF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc pur ins. BOT CHORD 2 X 4 HF 165OF 1.5E SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except WEBS 2 X 4 HF Stud/Std 6-0-0 oc bracing:Ill WEBS 1 Raw at midpt 5-6 REACTIONS (lb/size) 2=1385/0-5A,8-1677/0-5-8 Max UpVQ=-332(ioad rase 3).8=511(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=028,2-3=2973/589,3-4=2543/501,4-5=-20761392,5-6-WZ/853,6-7=l BOT CHORD 2-11-4542733,10.11=188/1691,9-10-188/1691,8-9-245/1938,8-8=719/632 WEBS 3-11=-620279,4-11=-108/954,4-9-0/396,5-9 178/141,5-8-2983P989 NOTES 1)Unbalanced roof live loads have been considered for this design. S.Tl�a 2)Wind:ASCE 7-02:100mph:h=25f;TCDL-6.Opsf BCDL=6.Opsf;Category 11;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. O �V 3)This truss has been designed for a 10.0 psf bottom chord We load nonconcurrent with any other live loads. 44 ty 4)Plates checked for a plus or minus 0 degree rotation about its center. xT G 6)This truss is designed in accordance with the 2003 International Residential Code sections R502,11.1 and R802.10.2 and referenced standard ANSIrrPI 1. LOAD CASE(S) Standard ��.h RFCISTGR69 �'� �SS�ONALEt� EXPIRES:08 01 Oti A PlrIbM20D7 Q WARNMM-Verify design parameters and REED NOTES ON THIS AND INCLUDED MTER REFERENCE PAGE Wi 7'4^3 BEFr7RB UqE Design valid for use on as only Win MOek connectors.This design is bed only m ca upon parameters shown,and is for on Indlvdl oullding component. i ^ App Obility of design paromen is res ters and proper incorporation of Component pordbaity of building designer-no'tu.R desig hown rer.Broc rg s is for lateral support of k,divxtuol web men,b.rs aMy.Additiomi ter perory brocing to insure stabiity dudng cons�uctior is the,asco,�sibl:;y of the Wek' erector,Aoditional permanent bracing of the oveml stnlature is fhe msponsitAty of the bolding designer.For general goidance regarding .as ss.o fabrication.ouorry cmlroL storage,deMery.erection and bwek�lp consult ANSI/4P11 O-Ply Crftada.DSB-39 and BCS11 Beading Component Satiny Information avoilable from Truss Ptah sx4lute.5e3 D'OnoMo DAve,MadLson,W 1537 W, 7777 Greenback Lane,Suxe 109 Csrus He'Ids,CA,95610 MASON COUNTY PERMIT NO. ► �L'!•- 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 h4c APPLICANT INFORMATION CONTRACTOR INFORMATION Owner NScSL�G 4V-%Rk Company Name_ T4'-R` t-4,i 4DY""ES� ( s Mailing Address PO �3�,c "14-1 y� ( ► Mailin Address ( 055 At=K A�o6fZcJi;_ [, City State L-14 Zip Code G'X�SLI City State t N 4 Zip Coded K42LA Phone 1-20� Other Ph. — Phone Z53 G;),(o 25j 1:5 Other Ph. Lien/Title Holder K�-k. ca LCHLR2t StS, t-(-`- Contractor Reg. # REA L k cA Exp. E mail address E Mail Address Drivers Lic.# J n DOB 1 3 Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System Well Water System Name of Water System PARCEL INFORMATION- 12 Digit Parcel No.22 3�t0 SO QoL+ ?\ Fire District Legal Description h bl F—L, `L J Site Address(Please include street name, street number and city) Directions to site Will timber be cut and sold in parcel preparation? Yes/ 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?Ye o TYPE OF JOB - New Add Alt Repair-�7-Other _ PRIMARY RESIDENCE SEASONAL E]Use of Building S�Q Describe Work- AA i l�✓lF_ H�z, Ano A..-m-ALhizram No. of Bedrooms _No. of Bathrooms 7- Square Footage- 1 st Floor 1-7&1 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq.ft. Garage Attached__'*_-' —Detached r ' 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 inspedfi -. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESSI P N. X �- LLc_ r ate: Owner/Owners#Re resentative/Contr ctor indicate whi h one FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED N TES Building Department 0 Planning Department Environmental Health Department _ Public Works Department Fire Marshal FEES Building Permit Fee I 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 A/0 C- f4 • Pre-Paid at Submittal Valuation$ 1 2cC 04'� 511 TOTAL FEES PERMIT NO. 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 n the web www.co.mason.wa.us APPLICANT INFORMATION - CONTRACTOR INFORMATION Owner C - Vtompany NameAt14"'� 5 Mailing Address Mailin ress 13 City_1i ,k�w State �4 Zip Code Cl S'�( City State `�3 Zip Code Phone 251S2' t'�52 Other Ph. Phone �' , ther Ph. Lien/Title HolderJ`1-y-, F­AkSLPMS,2c L LC— Contractor Reg. #QE I'Clk� � Exp. E mail address E Mail Address Drivers Lic.# (7B►1 DOB t co3 Drivers Lic.# DOB SEPTIC INFORMATION - Connect to New Septic_ Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION- 12 Digit Parcel No 7-2- Fire District Legal Description c> Site Address(Please include street name,street number and city) E h Directions to site 9�1!40 Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% TYPE OF JOB-New Add Alt Repair Other Use of Building Location of Fixtures/Units- 1 st Flo 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS jype of Fixture No. of Fixtures Fees Fuel Type:Electric)_<_LPG)!!�_Natural Gas_Heat Pump_ Toilets Type of Unit No.of Units Fees Bathroom Sink ' - Furnace t Bath Tubs Heatpumps Showers Spot Vent Fan Water Heater Propane Tank t Clothes Washer Gas Outlets Kithen Sinks Wood,1 Pellet Stove Dishwasher Kitchen Exhaust Hood Hosebibs — Dryer Vent 1 Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL 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. PROPF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. _ X k h Date: Owner wners Representative/Contractor (indicate which one) FOR OFFICIAL USE 13EYOND THIS POINT Accepted by: Planning Pd Ck# Date Bid Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Occ Grou —Type Constr. Planning Department Environmental Health Department FEES Plumbin & Base Fee Site Inspection Mechanical &Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES