HomeMy WebLinkAboutBLD2004-00754 Mechanical, Plumbing - BLD Permit / Conditions - 5/27/2004 Inspection Line(360)427-7262
MASON COUNTY1DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352
Mason County Bldg. 3 42�W. Cedar P.O. Box 186
Shelton, WA 98584 1
i�
RESIDENTIAL BUILDING PERMIT BLD2004-00754
OWNER: MARK GOLDA RECEIVED: 5/19/2004
CONTRACTOR: LICENSE: EXP: ISSUED: 5/19/2004
SITE ADDRESS: 280 E HIAWATHA BLVD SHELTON EXPIRES: 11/27/2004
PARCEL NUMBER: 320087590032
LEGAL DESCRIPTION: TR 3-B OF SURV 2/154 TR B OF SIP #1709
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
PLUMBING & MECHANICAL FIXTURES - LOV ER LEVEL FROM TOWN DRIVING E ON JOHNS PRAIRIE JUST PAST "HIAWATHA
EVERGREENS" TURN RIGHT. GO 1/4 MILE, CEDAR BUILDING ON RIGHT
JUST BEFORE HILL UP TO CHRISTIAN SCHOOL.
General Information Construction & Occupancy Information Square Footage Information
No. of Bedrooms: Type of Constr.:
Type of Use: Insp. Area: No.of Bathrooms: Occ. Group: Lot Size: Deck:
Type of Work: Fire Dist.: No. of Stories: Occ. Load: Building:
Valuation: Building Height: Occ. Status: Basement:
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body:
SEPA?:
Model: Width: Ft. Rear: Ft. Slope: Ft. Shoreline Desi
Side 1: Ft. g..
Year: Serial No.: L Side 2: Ft. Comp. Plan Desig.:
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Lavatories 1 Ventilation Fan 1 Mechanical Fee PIB 5/19/2004 $7.25 S12004
Water Closets (Toilets) 1 Mechanical Base Fee PIB 5/19/2004 $23.50 S12004
Bath Tubs 1 Plumbing Fee PIB 5/19/2004 $21.00 S12004
Plumbing Base Fee PIB 5/19/2004 $20.00 S12004
EH Plan Review CEW 5/26/2004 $35.00 S12004
Total $106.75
BLD2004-00754 Please refer to the following pages for conditions of this permit. 1 of 2
CASE NOTES FOR
�,. BLD2004-00754
CONDITIONS FOR
BLD2004-00754
1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.
There are potential risks and monetary li bilities to the homeowner for using an unregistered contractor. Further information can be obtained at
1-800-647-.098 . The person signing thicondition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
2) In accordance with the Uniform Building Code, all sites shall have approved numbers or addresses located in such a position as to be plainly visible and
legible from the street or road fronting the property. 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 Uniform Building Code will be assessed if the owner and/or
contractor fail to post the address on site prior to requesting inspections.
3) 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 Count ordinances and building regulations.
X -r� )
4) This project is approved for the installation of specified plumbing fixtures listed in permit application and required exhaust fan. The fixtures will be located
in the lower level.
X C � �.
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 owneror Me 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 fogrevi ey a4 nti inspection.
r
OWNER OR AGENT: _ Z--_ f DATE: ��
BLD2004-00754 Please referto the following pages for conditions of this permit. 2 of 2
W
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o CONCRETE MECHANICAL MANUFACTURED HOME
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.' Footings / Setbacks Date By Ribbons
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cn
Foundation Walls Date B y Set-up
Date By INSULATION Date By
B G / Slab Insulation Floors Final
Date By Date By Date By
FRAMING Walls FIRE DEPT
Date By Date By Date By
PLUMBING Attic OTHER
Groundwork Date By
Date By WALLBOARD NAILING
D.W.V. Date By
D ate L t" By LX)V— FINAL INSPECT
Water Line Date l2 Q
Date (, j 6q By �� fi� J Date By
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SHOP 30800/MTP MARK GOLDA 5/13/94 GE(2EA)A1 THE TRUSS COMPANY 733 E. 11th Tacoma, WA 98401
WA 135 LBS. APPROX. PER TRUSS WEIGHT.
7 F3-19M
CAJLT-TYp/16 W LEN Y X (MEMBER) CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA
1 HL01 M20 3.OX 5.0 1- 3 2X 6 NO.2 HEM-FIR TOP CH. LL- 25.0 PSF
3 PK10 M20 5.OX 5.0 3- 5 2X 6 NO.2 HEM-FIR DL- 15.0 PSF .
5 HLO1 M20 3.OX 5.0 5- 1 2X 4 MSR 165OF-1.5E H.F. BOT CH. LL- 0.0 PSF
DL- 10.0 PSF
SPLICES ALL WEBS 2X 4 STUD.STD HEM-FIR TOTAL LOAD- 50.0 PSF
1— 3 SP10 M20 4.OX 5.0
3— 5 SP10 1420 4.OX 5.0 NOTE: THIS GABLE END MUST BE SHEATHED SPACING- 24 IN. C/C
5— 1 SP10 M20 3.OX 5.0 ON ONE FACE.
INPUT DEFL. L/240
GABLE END PLATES
VERT. M20 1.OX 4.00 INCREASES(PER CENT)
LUMBER- 15 NAIL- 15
DESIGN SPECS. ACCORDING TO UNIFORM TCH LS- 15 BCH LS- 15
BUILDING CODE,1991
FABRICATION INSPECTION TO BE PROVIDED NAIL VALUES(PSI) GROSS
IAW SECTION 25.1744 UBC STANDARD 25-17 CHORDS WEBS
CONNECTOR PLATES IN ACCORDANCE WITH ICBO MAX MIN MAX MIN
REPORT 4 1329 AND/OR 1591 M20 149 104 149 104
LEFT OVERHANG - 2— 0— 0
RIGHT OVERHANG— 2— 0— 0
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Handling A Erection Miscellaneous Information Bracing Information Connector Hardware Lumber
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AI ro rhr slop bWr parr i,rr dw¢I ndr b•appl•d q oprplr•Nr,nva. Gbrd—bars r•"*-ad q b. o•paa�y drown. Ma+IMp w rp•aiad
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• na•a F•r•o. ..d ap.n ry d•ggn Nrrrca bdiul W. r•glamNvr,DO ROT USE iH111 DE5R711. addlbna briq atlas w«J ryayrtrrmrrrrrdcJy aban{oW r udan adrw mN W W rp•aMd re M
MRr1 'w,hc.•fads«ro mnrM aW•aupla Wrrr tl•1 tlrawirp b Mgnd sate «JW, MRrh M1rrM, h0. 4 Nrudv h n r q pre drrsnsionran shown. rulwlaaW mMornay wah
ro nap ♦0.Wirnlon,h dllrp,rlop, rl and a�w�rq or•r IM Nnchwr dNlprl d IM uNl shown m IM Grb d dIa dMb}reld lMa ua. IM Mlal Mbkfn td IOS. UBC
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THE TRUSS COMPANY 733 E. 11th Tacoma, WA 98401
TR�l7EA)A WA 112 LBS, APPROX, PER TRUSS WEIGHT.
1�/LII� CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA ;
MAXIMUM W E B S CONC LOAD TOP CH. LL- 25.0 PSF
�J LBS 1X 6 No.1 HEY-FIR DL- 15.0 P5F
/+ �BR4C MEW FORCE JT 1- 3 1X 6 NO.1 HEM-FIR Bor cH. LL- 0•0 PSF
110�D r1 R ' 112 Ili L� LENGTH FR^TO �LBSI 1 160 3- 5 1X 4 MSR 1650E-1.5E H.F. D' 10,0 PSF
50.0 PSF
SH�p 3pgp0/r4TP t D154 S TN (per' S 160 5- ] TOTAL LOAD' '
CE NOR 5X 0 2- 7 476C STUD-STD HEM-FIR 24 IN. C/C
% (MEMBER) MEMBR 1(LB51 FT-1N- 5,000 80.0 4.4.1 3_ 7 692T ALL WEBS 2X 4
_/ SUPPORT VERTICAL SPACING- L/240
7 F3-39//M116 N LEN Y FR-TO 6- .2 5.000 60.0 4.4 3- 6 476C SHOWN ON
CALL-
LL TYPE p,25 23S3C 6';2 -5.000 E0.0 4.1 4- 6 THIS TRUSS IS DESIGNED
To
AND INPUT DEFL.
O1 t420 4 °% 6 0 3- 051,e ,yp-10 0.000 20.0 10.0 LOADS AS DETERMINRDFI CATION OF LOADING,
10.0
INPUT LISTING. FRAMING METHODS, 15 NAIL- 15
1 Ry p 1•p% 4• 2- 20.0 L BRACING THAT INCREASES(PER CENT)
2 IN11 M20 5.0 4- 5 2353 _13 0.000 10.0 DEFLECTION LIMITATIONS, LUMBER-
0 PK12 1.OX 4.O WIND BRACING OR OTHER LTHERA TCH LS- 15 BCH LS- 15
M20 6 0 p•25 5- 4 21'12T.d-10-10 0.000 20.0 FT. IS ALWAYS REQUIRED, IS THE RESPONSIBILITY
4 IN11 420 4,0X q.0 6- 1 1415T UNBRACED BOTCH. LEN.- 10.0 BUILDING DESIGNER. GROSS
5 HL01 M20 3.OX 4.0 7- 1 21 BALE. 4.1 FT. , tax. ERS OF THE NAIL VALUES(PSI)
6 TN02 0 3•0% CHORDS WEBS
7 IN02 p12 PU(tLINS INDICATED FOR TRU55 F SHO MAX MIN l�V+X MIN
AND SHOULD
0 �%. "UR;)kL BRACES AND M20 149 104 149 104
SPLICES Y M20 4.OX 5• OF 2-10D COMMON WIRE
AEA TO REDUCE BUCKLING LENGTH OF MEt'IDE '
10 N20 4.0% 5•0 NOTE. TO TRU55 MEMBERS WITH MINIMUM LEFT OVERHANG - 2- °- 0
3- 4 SP10 M2p 3.°% 5' ARE pD To TONS MUST BE MADE AT ENDS OR SPECIFIED INTERVAL OVERHANG-
6-
0- D
BE ANCHOR LATERAL BRACING. BY OTHERS. RIGHT
6- 1 SP10 TO UNIFORM NT 1•RAIN OR
SPECS. ACCORDING PROVIDED +
DESIGN CODE,1991 25-11 ,
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COW SECTION 25*NNECTOA ELATES IN ACCORD"
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REPORT ► FOR 1NSPEC 51 fE
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INPUT REQRD
GROSS BRG BRG 26- 0- 0 1 2
IN-SX
IN-SX °
e.» ,7T REACT 2- 6 O
1 1410 5- B 2_ 6 2- 0-
5 1460 5- 9
8 HEEL - 4/16 Lumber
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CAMBER- Connector Herdwaro �� d
Brads Iniormatlon comma Pw.w ^" tv
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Y,an+/f°n„r a yl plan�a uwd-br mpl a Yd. �d d%arw�n p D•d tn•,�•�Y+W,"a d+o+'n MAY 1 994
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TenR°rny yq Ml,rd laces to „a tnY amvor'r't
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PERMIT NO.:
MASON COUNTY
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W.Cedar/P.O.Box 186 Shelton,WA 98584
Shelton(360)427-9670 Belfair(360)2754467 Elma(360)482-5269
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner !./iq GOL104 Contractor Name
Mailing Address Mailing Address
City State Wit Zip Code City State Zip Code
Phone( 310 ya]- ( /)PI Other Ph.( 70 Other Ph.(�
1Lien/Title Holder Azo4jC Contractor Reg. #
Address_,ZJ4L,6r ExpirationJ
SEPTIC INFORMATION-Connect to New Septic xisting Septic onnect to Sewer System Name of
Sewer System
PARCEL INFORMATION- 12 digit Tax Parcel No. / Fire District
Legal Description
Site Address(Please include street name,street number and city) .7 C j/0.
Directions to site tJ,tJ ' lr /J f. v
G
Is your property within 200'of the following: Body of Water(Name) Saltwater
Lake River/Creek Pond Wetland sonal Runoff Stream
Slopes or Bluffs
TYPE OF JOB New Add Alt Repair Other Use of Building
Location of Fixtures/Units 1st Floor 2nd Floor Basement Garage Closet
PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Fuel Type: Electric
Type of Fixture No.of Fixtures Fees LPG Natural Gas Heatpump
Toilets i} '7- CC Type of Unit No.of Units Fees
Bathroom Sink K ?_ C, Furnace
Bath Tubs —,_ �-c.. Heatpumps
Showers T Spot Vent Fan
Water Heater Propane Tank
Clothes Washer Gas Outlets
Kitchen Sinks Wood/Gas/Pellet Stove
Dishwasher Kitchen Exhaust Hood
Hosebibs Dryer Vent
Other Other 3�V
Base Fee 2L.L cf Base Fee
TOTAL PLUMBING T_G Q 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 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
information 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 currently registered 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 the ith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without
approv I. at-/7•09' first obtaining approval.
)( 4 Date X Date
FOR OFFICIAL USE BEYOND THIS POINT
1, c C.
Accepted by Date Submittal Amount Due Receipt No✓
DEPART.NEENTAI~REVIE1+if APPROVED >t)>ANIED GONpITICJIV Cft?.E5
Building Department
Occ Group Type Constr.
Planning Department
Other
Other
. 1E
-..
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