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HomeMy WebLinkAboutBLD97-00040 Final SFR, Garage, and Deck - BLD Permit / Conditions - 2/13/2002 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 Ui Ci i 1__ 0 1 N G P E " m I T FOR INSPECTIONS GALA 42Y--9670 BETWEEN 5pm AND Bam 427-7262 BL.697-0040 PARCEt. .2231 O77OO520 PLAT a D I V s BLl< : LOT' s ,JOB ADDRFSS : NE 471 ANVII UN BF I.FAIR OWNER - CHR I STOPII ZWAN 360-372-2844 C(ATRACTOR LEGAL : fR 52 Of SURREY 111113 tiGt 1 S 21 CLASS OF WORK , . sNEW BE DR : 3 BATH : 3 `TYPE AMOUNT BY DATE RECEIPT j1YPF AMOUNT BY /AIE RECEIPT TYPE OF USE . . . :SF cTORIF.S . .. . . . . . 12 OCCUP . GROUP . . tR3 BLDG . HF I GHT . . : 0 ,0 r_t IRIC 1 42.00 CPO 0409197 1000 'f IAP 1 3°.01 CPH 04109191 0000 TYPE OF CONST . . t5N FIREPLACES . . . . 1 0 IPRVT 1 553,50 CPO 04109/97 /111 fIRP 1 33.09 CPO 04109191 1901 41'CCUP . I OAD . . s 0 WOODSTOVES . . . . t Ino 1 ."•76.15 CPR 0410919T 0m Siff 1 4.50 CPO 04109197 g!0@ DWELL UNITS . 0 PARKING SPACE'S r 0 PLO 1 60.31 CPR 041#9197 1108 EOCP 1 26.10 CPR 04109197 011/ I NSPFCT I ON AREA t 1 SHORELINE? N INCH 1 50.54 CPii 84/89197 000/ TOTAL! 1R79.56 VAIUI ATION: 91707 ,E rBACKS-__.._. _._ _.__._._. ....- TOILETS . . . . . . .. . . . : 3 FUEL TYPES.....__._---....--- BO I L f_RS,/COMP--._._._ MOB I LF HOME"--- F'RONT , . .S 90 .Oft BATH FAS I NS . . . . . . 3 : /HP l ✓ 0- 3 HP , : 0 REAR . . . .N 125 .Oft BATH TUBS , . . . . . 2 3- 15 HP . : 0 MODEL t SIDE ( 1 ) :E: 60 .,01ft SHOWERS . . . . . . . . . . . fORN .- 1O0K BTIJ : 0 15-30 HP . : ail -MAKE----_ __-- S I GE(2 ) .W 700 .Oft WATER HEATERS . , . . : I F1jPN >-1 O0K E3TU t 0 30--50 HP . s 0 SHRL 1NE . 0 ,Oft CLOTHFS WASHERS . 1 I`UPN - Ft OOR . . . . 0 50+ tip . 0 -YEAR-- AREA -_.-.-.--._._._._____ __ KITCHEN SINKS . . . . : 1 HEAT PUMP . . . . . . : 1 LOT SIZE — r-1. 000 DRAINS . . 1 VENT SYSTEMS . . . r 0 EVAP COOLERS : 0 LENGTII : 0 BUILDiNG . . . t 16938F DRINKING FOUNT . . . . 0 VENT FANG . . . . . . : 0 HOODS . . . . . . . t 0 WIDTH . : 0 BASEMENT _ . r 532 ;f LAUNDRY PRAYS ; . . . . 0 DOMES . TNCINtO - qFPI:4L4I- - DFCKS . . . . . . t 54Osf DISHWASHERS . . . . . . : 1 AIR HANDLING UNITS• COMML . TNC1N :O GAR/CARPrG 588sf GARB nISPOSALS . . : O •' 1O000 vfm . : 0 RELOC/REPAIR : 0 AT/DT . :A URINALS . . . . . . . . . . . 0 > 10000 cfm . : 0 OTHER UNITS . : 0 . F.4I SC PLM F I XTIJFIES : 0 GAS OUTLETS . 0 =�.ass:us,:us�e�ae-. sra:mr.^es�s-:-.•- a�rs::�rmcnoax¢xsRur-�uesx!^m::._.z.se^e:.:.a�rr,x.-u�ez•:.,..�..:.^r;zzxy;^:cc�xx:+e^.r-yas+�:ase�,-ztrsame+a:nz:+a.^cs+u....:a+,::- s;:.a:..�ncuza^�_rw„.� ,.. PROdfCT OESCAIPf I0 :RESIDENCF I►ECM AND 6AIAGE PROJECT IOCATION:fROM 010 BELfAIR HIT, HEAD NEST ON REAR CRffll ' DENATTO RD TON APPROX 7 MIRES TURN IFFY ONTO BIACKSNITN DRIVE IDIRTI STAY 00 1018 UNTIL YOU COME TO A T TURN RIGHT AT T1sf T, WHICH 13 ANVII. LANf, AND 60 AtL THE MAY TO THE END, THE PROPbSFO HOUSE DRIVEWAY 111L BE THE UST DRIVEWAY REFOIE IMF CULDESAC. "OHIS PFRMIT BIC©MES NULL AND VOID If ItOlt OR CONSTRUCTION A THORIIED IS NOT COMMENCED WITHIN 140 DAYJ OB If CONSTRUCTION OR WORK IS SUSPENDED FAR t.. PERIOD f 180 BAYS AT ANY T1ME AfIf1 10R1 18 COMMENCED, EVIDERCE 0 CONTINUATION Of #OFF IS A PBOtIESS INSPF.CIIO0 WITHIN TRf i10 BAY PERIOD FINAL INS/ECTION MOST fi PROVFD Bffolf 601101116 CAN 9F OCCUPIED. O�FNEB OR , M PUNT , Rev. 03151131 v COMPI IANC:E TO ATTACHED CQNn I T I ONS IS REOU 1 RleD . +... CONCRETE MECHANICAL MOBILE HOME Footings-Setback "�� �s date Z C5't ' by Ribbons date 4-7- Z-:7 7 by L Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date FRAMING by date by date by Walls _ FIRE DEPT. date Z - -C� by date G date by PLUMBING d �� by / OTHER Groundwork Attic date / -/6 . b date by D.W.V. WALLBOARD NAILING date -c*-- by %/ date - -GZ� by7-4, Water Line FINAL INSPECTION date by Ij/ date 2-,13_,-> L by j,/�` date by i �pfen �7 i 42 171-- O/r'r0 Sc�4.v? �oy/�.�0• ?— 9'f�%V C�%n�f'/�/_-;p lv�GG.�✓r_�� i9 ij'y�ij �CfT 1?/ �r/�/?� G` ;� Fizz_ Z /6 2 -/.3 ,04?- /�� 2 - �-� Z /'✓'9�- Ions e5-,e? r l 'MM r MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 F' f.; R U/1 1 ...IF 0 01 N 0 1 J 1 10 IAA 'Case No . : BLD97--0040 For : CHR I STOPN S ZWAN • Page , "1 ) Loft wi i I have to be recorded with the deed ,i<; non--occupanry . Total nomber of bedrooms oannot exoeed three unless :sewage d i spo;;e I hystem Is upgraded . x ,, > ) Temporary eros l on control measures; must be implemented to prevent water quality �9 eqf, d8t i an of adjacent waters or wet I ands .. 3 ) ApprovRd per td i mensr i ons and set backs on submitted site plan . X , t 1 Sub i eot to findings of Resouroe I..aiids drid Critical Areas (RLC; ) Cho k t , _ X ? Proposed strooture or any port Ion thereof cireater than 30" in heicitit from guide I It►e , must ma t nta 1 n a minimum of 5 ' setback from all prop"i ty i i nes , easements and 10 ' from X i I�C"D ►ty and State R >ad r iglit of ways . 6 Proposed tvtruoturc or, portions thereof with an projection over 30" in height from cirad tine, must maintain a 5 ' ration distanoe between adjacent structures and that furthest pro ject ifan . X l ) The lase, handling and story a of hazardous materials (,r flammable and combustible liquids In excess c,'t 10 ga 1 I ons in not allowed wi tho3rt the approval of the Mason County Fir al . 8 > A I I appr-.0 1011 p I ans are requ I r ad to be ori--s t to for i r,s ect I on purpose:; , It I n,peot i off i called for and plans are not on site, Approval WILI. NOT ,I3e granted . In addition , a 3 MASON COUNTY • Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 e- inspect lo., i ,quo F) i E irr i z,. . must be collected by this department prior to any further i nspec;t ions bet nib 1.reyrf armed or approval granted . X. __,____� 9) PURSUANT TO 1994 ON i F ORM F31,1 1 1 D i NG CODE . SECTION 305(C ) AND SUCTION 513 . ALL : i TF S MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED iN SUCH A POSITION AS TO OF PLAINLY VISIBLE AND I.F"G I BL F F9OM T FIE STREET OR ROAD FRONTING THE PROPERTY . MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THiS BE COMPLETED PRIOR TO CALLING FOR ANY SITE iNSPECTIONS . A RE i NSPECT I ON FEE BASED ON RATES IN TABLE 3A OF THE 1994 UNIFORM FtL11 1.17 I NG CODE W 1 l 1 BF ASSESSED iF OWNEA/CONTRACTOR FAILS TO POST ADDRESS ON .SITE PRIOR TO REQUESTING INSPECTIONS . X 10) The correction list , along with the Energy Compliance Warksheet (when appi lcablt, ) is . part of the plans and must remain attached thereto . it is the responsibility of the applicant to make oorrertlons Indicated can the pplane; from the correction flats , Onne the p i ants are marked APPROVED, they way not he c Itange3d or, altered without authorization from the Building Official . 'The permit holder, Is reponsible to relatn the complete appi-owed :set of plans on site for the duration of the project . Fa i i tyre to comply wi l l result In fa I l ure of required building I nspect i orts . Every permit she i i expire by limitation and become null and void if the buildin or work authorized by suvh permits Is not commenced within 180 days from the riatea of ?ssuance, or if the biti Iding or, wo k authorized by such permits Is suspended op, Apandoned at any time after the work is commenced for a period of 'ISO days . X 11 , ALI- ,,Cp TRUCTION MOST MFFT OR EXCEED ALL. LOCAL. CODES AND UBG REQUIREMENTS , x _/V ._ 1 2) Chan( jos to approved building plans that effect compliance to the 1991 Wash i ngto" State Energy Code, 1991 Ventilation and Indoor Air Quality Code , t he On I form Litt I I d I ng Code rand/or Mason County Reyu 1 ti "t rs Must be approved by Mason County pricer to constructionx C/j'' �1 3 ) CONSTRUCT ION PROCESS TO CIF FIELD GORRL CTFI) A,; "F OU i Rl F) PER MASON COUN1 Y lilt 11-PING; DE PAR rMF NT AND UNIFORM BUILDING COnE .x _ � s ELv. y�� • Ji J M%L SASE g `16 LL & a AE m N LU � 1 icu SDK '� m � 3 Q I 1 rw� To gnpr/y � C `O W I 27 a L V a 0 _ lz N wo I � a0 ySR� L G w Z Y6O. �x �r r N°��c�b0 $�p � l r-fi-� E��� ELJ,��2 z � �`� � r--- ---, ��, � �� � � F, � �,p i /' a r � 6't� pr i, Qp�,10 (y W / !I �� / �) �q �L...... / f/ % i / i � �,., V t• � N1/d,SON, ITJ)iN41 I)I<,i'A1�'f'i� If�;i�',f. 1991 «'n�[l[Nt , l t )N ti'I'AC1; E;l�l�;lt(;l' ( '( 11 ►1 : 'kN1) VET'NTIE,ATION AND IN1)00It AIEZ QUALITY ( '0DE, OWNER C ArIs4a,ohcr COMi'LiANCE INMRNIATION TYPE OF PROJECT: 0NEW RESEUENCi? ADD ITION OREMODEL()OTHER AREA(SQ.FT.) IST FLOOR_/�/2b 2NU FLOOR 573 HEATED BASEMENT � Note: Heated basements must be insulated and finished to meet minimum energy code requirements. TOTAL SQUARE FOOTAGE OF CONDITIONEi) (HEATED) AREA a 5 COMPLIANCE METIIOD: PRESCRIPTIVE; PATH -- circle option -- i Ii III iV V VI VI1 Vill Glazing percentage_��— (total glazing xre�''divided b total conditioned area O COMPONENT PERFORMANCE — Chapter 5 -- attach documentation and worksheets ) ( ) SYSTEMS ANALYSIS — WATISUN 5.2 -- attach documentation and worksheets WATER HEATER XElectric water heater ( ) Gas water heater HEATING SYSTEM: ELECTRIC RESISTANCE O Electric Central Furnace O Electric Wall ilcatcrs O Haschoard Units () Radiant Panels ( ) Other OTHER FUELS Heat Pump with electric furnace O Heat pump with gas furnace O Gas Furnace O Oil Furnace Other O Boiler System (indicate Make Y ( cafe type) T ►�� Model -'w�-Z [' i[�n A� Size 3% T i {�mE�rAFUE HSPF 7, , VENTILATION SYSTEM: O Spot and Whole House ( ) Central Ducted System N Integrated with Furnace O Heat Recovery System (air to air heat exchanger — heat recovery heat pump) GENERAL NOTES: Your building plans should indicate certain compliance measures: framing to be used (standard, intermediate, advanced); type of vapor barriers being used; location of furnaces, hot water tanks and other equipment; location of solid fuel burning appliances, fireplaces and thei:combustion air duct rims; and termination hu)ints (if exit:uiet �rnlilati, n Cans. r WIN I-)OW & I-)00 R SCHEDULE WINDOW;, rNc-t.l►r)I� nr.I. \\•INI►►n���. �,I:1.1 1�; ------- ---- _-- ------------ - --- ---- -------- H'I:ti, SI.I1111NG (;I.ASS DOORS. I It)•N(II DOORS AND STORE DOORS. ANY WINDOWS IN DoolI S (I-ESS '1'IIAN 50% OF APFA) MUST HE [TAKFFN OUT 01''1'Hl- D001? AR FA >I.A AND T Il 11N7'0 7'l1C WINDOW nKlin ON 'I'NI: SCHI:Di11.1s. BRAND MODFL 11-VALUE QUANTITY SI7.Is — -TOTAL SQ. FT. Grscr,or - ---- Vi `' CaSel�Yle�1}- .3 �S 11 5`1 X 4 y� — - ► I ►� I�rc{-ure oil 39% x $Z ' 20 z' 4 ►� Ii Harrzon�a. — cr ,3 III lZ%4X8Z% I a' '► C'ase► r1 . 3 3311 l .2q X-7z!/2— 44 c� Hexi-6a - . 28 2. 1� G >< Z3Y4 1!e l u x BufFlen 06(W wiylcbw 3 8 g 74 x 2.4 TOTAL WINDOW AREA :�-L 2-1 DOORS BRAIt ND MODEL U-VALUE LOCATION7ARFA f]0rAL SQ. FT. -c 0 t'�n--• 0. b TOTAL DOO — MASON COUNT)' RU[LI) NG" DEPARTNIUNT � 1991 11'A,S1llN(.'l'0N S'FA'i F ENERGY ( '( )l*" IkN1) VF,N'l'II,A'i'10N AND 1ND00R AIR OUA1,1'I'V ('ODE RESIDENTIAL REQUIREMENTS (NEW CONSTRUCTION, ADD177ONS, &REMODELS) THE PROCESSING OF YOUR APPLICATION CAN BE EXPEDITED IF YOU PROVIDE COMPL M AND DETAILED INFORMATION. YOU ARE ENCOURAGED TO COMPLY TO TIIE 1991 WSEC BY UTILIZING THE APPROPRIATE PRESCRIPTIVE PATH FOR YOUR PROJECT. THIS WILL ALSO HELP EXPEDITE MATTERS. THE FOLLOWING INFORMATION MUST BE PROVIDED: 1) A complete window schedule must he submitted with your WSEC compliance information, even'if a window schedule is included on your building plans. Note that sliding glass doors (patio), french doors, and any door with 50% or more glass in it is considered a window with the area (sq.ft.) being the entire units rough opening dimensions. Any windows in doors (less than 50% of area) must be taken out of the, door area and put into the window area on the schedule. Include the rough openings of each window, the model (casement, horizontal slider, single hung, awning, picture, etc...), and the units tested U-value. 2) If you are complying to the WSEC by prescriptive path and are using the area weighted averaging method you must include your calculations (worksheet). 3) Indicate type of hot water heater, location of exhaust fans (bathrooms, laundry, kitchen), the location of your whole house fan, and all insulation levels (walls, floors, ceilings, and slab) on your building plans. s 4) Indicate how you will comply with the requirement for introducing fresh air to each habitable room on your building plans (window frame vents, through the wall ports, or an integrated system with your furnace). If you have questions about compliance the 1991 Washington State Energy code or 1991 Ventilation and Indoor Air Quality Codes, call Toni 1Iennansen or Debbera Coker at 427-9670 or 1-800-562-5628, ex( 284. .. .. , .r,P..�:... , ...a. ..rt,..Y, �.,,.. , •,•li.;.,i, ...,.`.. •11• •Plk',111 w..•b wt1'! ......... 4z. P ill II ut:tl OL:u tlt 11 01:0 up U ut of; Be- APVU9 U Ole 0 Lip 0 01 u ec-u -S'L ac-u ApVog-U P Vo %91 buillao J.OUOZ alutullo UO cf-Is SJOVI-j antwin SJOO(I bul-In %tsulzelD 501 ZaBeJaAV uolldc) 03ue)SISOU OI113013 Aa 15tillej,11 IsluOtuailinbau aAjidllnaJd SaLuoll bo-I! asciol 03sm W04"Wjaoxj 4.03 WAN 11-111111,fiors If —oup"IFL-SRI 9 14 1114"p6ftu 09 0-Ulpco"Ufto " Will 44"420*69 P48"OPLID OuywAm 041 z .mparvau"6L'4,40'"P"54PLMosapopjomqjoipompuy *ml!i"W,,,,4u 6 U"P"M 14""-d 9-P"MboU 9 JL...Pm f.. . s tx3 op*A -4 Fuw POP- ow Plim 09 P4$I—"a xl-.s sl jq p*oWW_,p P OR jo Wo1"P&*41uQA4""PGWV64 Oq PIP Pp."A.41.9 'a0u10"P*Nn"Aq--WJ"AM 01 A-"9=gd*p w b.0 C P-W^—1,!,4 lcl j".184.0 .o sek.Sw go*I$.Jck* '49 P'"i"""Ninb- 10 P w.-AIL-_..4.1 1 P - 2 -p_h u Y* " ,_a!"P.. j -4 UO!-P P--dwd.I j --Sld-4 1-4--1,%jpbw u.,ifiji 01 U sz_u of tj 61 oc-u oclu 011'0 OP'O %Cle 01 U S4 u ul U 61 u 61 U OC-Li Be up u SIF'o ovu 6t-U 01 U 61-U 6VU OC-L! oc-u OVID 09'0 01_u 'A 61-H 01 u61-U 61-H oc-u oc-u OVO SWO z 'Purl ot-U 61-U 0111 61-LI 61-U oe-w OC-Li OVO nl SL*O %14 46li1 01 u 63-u Ul 11 st if st-u OC-8 oc-u ovo JrWo %el 'PaN 01-Li 61-L! Lit u sI_u st-u OE:-u of ovo OL*o "/.Of 'paw 1 iopu1t3 iopeq3 apoic) OPOSE) uo MUI.Ju molacl &AoqV ,4WIS 300IJ to-11JUM ebuillao 40"WA-111 —IOA-n vaiVioolj %,dnb3 ► Ilum PJIInBA ZIJuIII;,3 SJO00 Ithilzu1t) dulzuIE) &3VAH U011do 1Qt1OZUF*fl_jj441oAq6uIjuajj - :—jilludwao IUI'UJPISPU JOJ jb11tJJt"a4Il1bOU iMlIdlilasa ill 9'44*1 3JSM LUW1 k.*IwAj "---U VAk,o PON—$1.14 w-4-vl6-qs ouff-olq—jdjw x--inb-d C Atmj P­j P­4N---p P-w—4­4 -04.V-3,­S&L—r 01—j"* z OF-3 MP P 9»1,—0-0 Aq A—*—cp L4*Lb pp, "PR OVU wu of If lz-u 's-LI►61 u oc-u eeu Oe 0 6Z'O 'AADC L'IIIA of u oc-u ul it Idu qu 1 61 u Of;u ()I If oc u Ica JeLlf 04,0 ec,o %SZ IIA uk:If ut:Ill oeb 91;*o 1%1 z .IA ill I DC 11 1 tl 1,: if I if ill:11 fit;I j I ii.,u ut;0 rut A 11 0l 11 o'.11 bi 11 UL o Ot,U If 1,: if oi 11 ();,(1 0 is l ill 1 11 to tl tj (),:1) k."L(I I.:if 01:11 111:11 (It 0 tip .1111-:A if 11 L.,8V Jt­j I 1­41VAJ till if: 1AU41V IIv;.j L4isIj.,j 1.1u"(1 e . % I Ail WINDOW SCHEDULE (Calculations) BRAND NO. MODEL U VALUE QTY SIZE (IN.) =SQ IN. / 144 = SQ FT Andersen C235 Casement .30/.32 1 49 x 41 = 2009 / 144 13' 11" or Viking Andersen or Vikin CW24 Casement .30/.32 2 57 x 49 = 5586 / 144 38 10 Andersen PS3 Picture .28/.30 9 39 x 83 = 29133 / 144 202'4" or Viking Andersen PST6 R/L Horizontal Slider .30/.32 4 73 x 83 = 24236 / 144 168'4" or Vikinci Andersen CW16 Casement .30/.32 3 29 x 73 = 6351 / 144 44' 1" or Viking Andersen 36" FLEX Flexiframe' .28/.30 2 36 x 83 = 5976 / 144 41' 6" or Viking Velux FSF101 Glazing Roof Window .30 2 23 x 28 = 1288 / 144 8' 11" Code 74 Buff len 5182 Door Window 0.38 1 24 x 24 = 576 / 144 41011 TOTAL SO FT 521' 11" 'Calculated the Flexiframe the full rectangular measurement since this will be a custom measurement. DOOR SCHEDULE BRAND NO. MODEL U VALUE QTY SIZE SQ IN. LOCATION SQ FT Master S.C. Flush with MF1 .06 2 2'8"x 80" 5120 Basement 35' 7" Craft Self-Closer Stanley S.C. Entry Door S.C. Entry Door .17 1 3'0"x 80" 2880 Entrance 20' 0" Buff len S.C.1-Panel 5182 .38 1 2'8"x80" 1984 Utility 13' 9" w/window Entrance TOTAL SO FT 69' 4" Prescriptive Path = Total Glazing/Sq Ft of Conditioned Area Prescriptive Path = 52172225' = .234157 = 23% MASON COUNTY DEPARTMENT of GENERAL SERVICES Mason County Bldg.III 426 W.Cedar P.O. Box 186 Shelton,Washl,-7ton 98584 (360)427-9670 BUILDING PARKS& RECREATIO1 FAIR/CONVENTION CENTER ADMINISTRATION Fe 19 9-7 Re : Permit# 9 .7- 6D 4lp Dear "R. zW d-"-j The proposed permit application has been assigned to the building department for structural review. Unfortunately, the review cannot be completed until further information is provided. Please review the following notes . rho r s;!&61 1V1- f e10 /70- s rl7e e.f tie re>Cr1 -y2 a L),rem 4h, / 9 9 /J6(7, 2.32-0. 4o /^e jer 6, %t the 1 rn6 04 0-he Q . 13 �Gcbm. t 7`uJr� (Z, o '-5/z:zM'V a-2d /tvo �Sefs o� Ca/eu/a-!-i On,5, I i Py ag fx�r Aar aJl,r a.12et dl a ell;qkl?f0 /G.r7 7h k5ArueAvraJ ir7eer mugs e �i[e he e o &21 The proposed application has been moved to the next department for their review as not to delay the permit process . Please provide necessary information at your earliest convenience so that the review can be completed. If you have further questions, we can be reached at 427-9670 or 1-800-562-5628 ext . 8 Thank you, (Mas n County Building Department GARY YANDO,DIRECTOR �DN.S TA s v DEPARTMENT OF COMMUNITY DEVELOPMENT o T i PLANNING -SOLID WASTE -UTILITIES N Y Y BLDG. I • 411 N. 51"ST. • P.O. BOX 578 1884 SHELTON, WA 98584 • (360) 427-9670 DISCLAIMER/WAIVER OF COUNTY LIABILITY: PERMITS ON EXISTING LEGAL LOTS OF RECORD, LAND DIVISION APPROVALS, SHORELINE PERMITS, VARIANCES, AND SPECIAL USE PERMITS: The undersigned property owner is aware of the uncertainty regarding Mason County's development regulations created by the Growth Management Hearings Board's Order of September 6, 1996, and in consideration of Mason County's willingness to proceed with processing of applications which might be affected by that Order, the undersigned property owner hereby agrees to waive any lawsuit, action, or claim for damages against Mason County which may arise out of Mason County's actions in acceptance, processing and/or issuance of such permits or approvals (hereinafter"permitting actions'),which damages are attributable to the County's decision to take permitting actions despite the risk that changes to the County's development regulations might later make the County's permitting actions invalid. Date (Parcel No. or Legal Description) Property owner's signature(Notarized) ' (or the County may accept the signature of the wner'sautho ' gent upon per proof of authorizatio ACKN EDGEMENT C (INDIVIDUAL) STA OF CO } O On this day , in the year ,before me Notary Public, personall appeared personally known to me to be the person whose name is subscribed this instrument, cknowledged that he/she executed it. WITNESS my' official seal. -For County use only- Reviewed by applicant on (Date) Notary's signature Staff Initial: My Commission Expires: MASON COUNTY DEPARTMENT OF HEALTH SERVICES haVironmealalllealth Water Qaallly Personal Ae911h January 23, 1997 PO BOX 1666 SHELTON, WA 98584 LOCAL (360) 427-9670 BELFAIR (360) 275-4467 & 4468 TOLL FREE 1-800-562-5628 FAX (360) 427-7798 Christopehr Zwan P.O. Box 2081 Belfair, WA 98528 RE: BLD97-0040 Parcel Number 22310-77-00520 Dear Mr.Zwan A review of the floor plans for your project revealed that there are four rooms that can be utilized as bedrooms...the master bedroom,the#1 and#2 bedrooms, and the loft. The septic system is sized for three bedrooms. The number of potential bedrooms in your house needs to coincide with the number of bedrooms your septic system is sized for. There are two ways to deal with this situation. The easiest method to reconcile the potential number of bedrooms in your residence with the number of bedrooms the septic system is sized to handle is to record a Certificate of Residential Use for three bedrooms on the deed of your property. The other alternative would be to size the septic system to accommodate' bedrooms. I have enclosed a partially completed Certificate of Residential Use with this letter for your convenience. The Certificate of Residential Use needs to be signed, notarized,submitted to the Mason County Auditor's Office for recording, and a copy of the recorded document submitted to me for inclusion in your property file. There are two ways of having the Certificate of Residential Use recorded at the Mason County Auditor's Office. These are as follows: • take the document to Mason County Auditor's Office which is located upstairs in Building I at 411 North 5th in Shelton...ask for a copy to give to me when you submit the paperwork. I am located in Building III across the street. • mail document to me with a $8.00 check payable to the Mason County Auditor. We will see to it that the document is recorded for you and a copy put into your property file. If you have any questions, please call me at extension 358 or Pam Denton at extension 554 Monday through Friday. Sincerely Carolyn Jensen Environmental Health Specialist I Return To: Bo -CA ;)e Lo A 9 F 5, 1;� _ CERTIFICATE OF RESIDENTIAL USE LIMITA TION ON NUMBER OF BEDROOMS I (We)the undersigned,hereby place this notice on record that the following described real estate situated in Mason County, State of Washington; to wit: (abbreviated legal description) -TR -�z op �c�/�v tO//o,3 (Gi, ► and having the Tax Parcel Number of: a a 3 )0 - ,Y).-oosa G is subject to the following understandings and conditions: 1. The use of the residence on this parcel will be restricted to no more thari.3_bedrooms. 2. The on-site sewage system was designed for and the building permit for the residence was issued on the basis of no more than_2 bedrooms, and a maximum residential occupancy of not more than persons. 3. The use of the other rooms in the residence as bedrooms,in excess of the number identified herein, could result in hydraulic overload and premature failure of the on-site sewage system, and could result in Mason County taking steps to cause vacation of the premises. 4. In the event of any future residential remodeling,expansion,or replacement that results in additional bedrooms to the number specified herein,the property owner will obtain the appropriate permits for expansion of the on-site sewage system. WITNESS hand this day of , 199 . Signature Signature State of Washington ) County of Mason ) I,the undersigned,a Notary Public in and for the above named County and State,do hereby certify that on this day of , 199_ ,personally appeared before me to me known to be the individual described in and who executed the within instrument,and acknowledge that he(she)(they) signed and sealed the same as free and voluntary act and deed,for the uses and purposes herein mentioned. GIVEN under my hand and official seal the day and year last above written. Notary Public in and for the State of Washington,residing at My Commission Expires: All vertical joists of panel sheathing shall occur over studs. Horizontal joints shall occur over blocking equal in size to the studding except where waived by the installation requirements for the specific sheathing materials. Braced wall panel sole plates shall be nailed to the floor framing and top plates shall be connected to the framing above in accordance with Table 23-I-Q. Sills shall be bolted to the foundation or slab in accordance with Sec 1806.6. Where joists are perpendicular to braced wall lines above, blocking shall be provided under and in line with the braced wall panels. 2326.11.4 Alternate braced wall panels. Any braced wall panel required by Sec. 2326.11.3 may be replaced by an alternate braced wall panel constructed in accordance with the following: 1. In one-story buildings,each panel shall have a length of not less than 2 feet 8 inches and a weight of not more than 10 feet. Each panel shall be sheathed on one face with 3/8-inch-minimum-thickness plywood sheathing nailed with 8d common or galvanized box nails in accordance with Table 23-I-Q and blocked at all plywood edges. Two anchor bolts installed in accordance with Sec 1806.6 shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie-down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 1800 pounds. The tie-down device shall be installed in accordance with the manufacturer's recommendations. The panel shall be supported directly on a foundation or on floor framing supported directly on a foundation which is continuous across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No.4 bar top and bottom. 2. In the first story of two-story buildings,each braced wall panel shall be in accordance with Sec. 2326.11.4, Item 1, except that the plywood sheathing shall be provided on both faces,three anchor bolts shall be placed at one-fifth points,and tie-down device uplift capacity shall not be less than 3,000 pounds. TABLE 23-1-W—BRACED WALL PANELSI -CONSTRUCTION-WETHOD2.5 BRACED PANEL LOCATION AND SEISMIC ZONE CONDITION 1 2 3 4 5 6 7 B LENGTH4 213,3 and 4 One story,top of two or X X X X X X X Each end and not more than 25 three story feet (7620 mm)on center First story of two story or X X X X5 X X X Each end and not more than 25 second of three story feet (7620 mm)on center but not less than 25%of building length6 First story of three story X X X X5 X X X Each end and not more than 25 feet(7620 mm)on center but not less than 40%of building length6 17his table specifies minimum requirements for braced panels which form interior or exterior braced wall lines. 2See Section 2326.11.3 for full description. 3See Section 2326.11.4 for alternate braced panel requirement. 4Building length is the dimension parallel to the braced wall length. 5Gypsum wallboard applied to supports at 16 inches(406 mm)on center. 6'Ihe required lengths shall be doubled for gypsum board applied 0 only one face of a braced wall panel. LATERAL NPAPIISS ALIWMATE rya.WI AND us n BRACED PA NEL qv. r&"on t a.1or nwa Yr Y!t nxw runrlc wY11N fcls! An.auY — LY Ill K\7Q liATOIG A alE ttflE 9 •6�A AL.IOr YFA= 0!l lRDMppfAlEl IIAL 9i TOG IO .ATIYINMY KN AT.IYc mGR 1Tu IEAUFIt B T OG lW. IBD H IWFATt�L rwwaat IAnOIr '/A111 ARIOT4D T)LL6 mAwr F AH]GAf pl glAR Nlll ! t/®YO WnCT6 AMMMORATOG 4YWYISBTQC AL.fYYl6'ktt311�eNAQfYNOGRi M-Ntt]!0 FJV.1 � Yl MT3 MAOf1.t QiRNi !SIIxA I011illalJtl.6 KOx N' 1 AAlJYPpinWRllCOt.CM.�YN9GAt 19ELV�{Ar WAQIY(Y OIIfIMIf 0S1WRfAS LUWIROOM M7!!MIIAlf{1rATONRAMAL.IM.N Y'L.RfRAIOBTW]%0►W H A R1 r10tY.OR AM AL.YY.M A AAlOVFDgJDAcoN f100.f.11ElA0iAA�.rAATY;fAfIOED- TO cc,r Af AMIRL OA V-1 511.06!!30'M Qp a M1tS x,,A)ARQIOItSrlO).00\WA4IY IUR IilwTeG 102 AHY)YFD.GOD T1CIZfaTE 10 FAOI MTE Alt 11r W-Uf3/AN]GRl0.lS ATR4 L pl.g��5 i 1 MMfOMS ALL w.s lepauAmmuas II it AaIAYY!lgAYyrA,pgAYx15AT0!•- uaaa®most[lawAnw M-pA Aa Gu�Rra IVYIS *uamnrxr -- - _ 1-Y IIBArt tOr AID ROr1aM MItN9�i¢ IIY/1 tATMALF37RAMPAND.S -- ..mlrwnls lalwrlw Revised plans need to comply with prescriptive methods as described above or provide engineering per chapter 16 and chapter 23. Two sets of revised, engineered-stamped plans and calculations with notes transferred on both sets will be required. If you have further questions, plan review department can be reached at 427-9670 or 1-800-562-5628 extension 284 or 551. Sincerely, Plan Review Technician Mason County Building Department Mason County Building Department P.O.Box 186 Shelton, WA 98584 1-360-426-5211 or 1-800-562-5628 Permit Application# BLD9JQ- Applicant: r�h r�s ado her z�Q/� The above mentioned permit application has been assigned to the building department for review. During the review process, it was noted that the proposed plans do not meet the 1994 Uniform Building Code (UBC) requirements for lateral bracing. Please review the information noted below that are lacking on the proposed submitted plans and respond at your earliest convenience. To minimize \any delays in the permit process, the permit application has been assigned to the next department for their review. V 2326.4.1 Braced wall lines. Where the basic wind speed is not greater than 80 mph,buildings shall be provided with exterior and interior braced wall lines. Spacing shall not exceed 34 feet on center in both longitudinal and transverse directions in each story. _ 2326.4.4 Unusually shaped buildings. When of unusual shape as defined in Sec. 2326.5,Item 4, buildings of light-frame construction shall have a lateral-force-resisting system designed to resist the forces specified in Chapter 16. _ 2326.5.4 Unusually shaped buildings. When of unusual shape,buildings of light-frame construction shall have a lateral-force-resisting system designed to resist the forces specified in Chapter 16. One or more of the following shall be considered to constitute an unusual shape: 2326.5.4.1 When exterior braced wall panels, as required by Sec. 2326.11.3, are not in one plane vertically from the foundation to the uppermost story in which they are required. Exception: Floors with cantilevers or setbacks not'exceeding four times the nominal depth of the floor joists may support braced wall panels provided: (1) Floor joists are 2 inches by 10 inches or larger and spaced at not more than 16 inches on center. (2) The ratio of the back span to the cantilever is at least 2 to 1. (3) Floor joists at ends of braced wall panels are doubled. (4) A continuous rim joist is connected to ends of all cantilevered joists. The rim joist may be spliced using a metal tie not less than 0.058 inch and 1-1/2 inches wide fastened with six 16d nails. (5) Gravity loads carried at the end of cantilevered joists are limited to uniform wall and roof load and the reactions from headers having a span of 8 feet or less. �. 2326.5.4.2 When a section of floor or roof is not laterally supported by braced wall lines on all edges. Exception:Portions of roofs or floors which do not support braced wall panels above may extend up to 6 feet beyond a braced wall line. ? 2326.5.4.3 When the end of a required braced wall panel extends more that 1 foot over an opening in the wall below. This provision is applicable to braced wall panels offset in plane and to braced wall panels offset out of plane as permitted by Section 2326.5.4.1, exception. Exception:Braced wall panels may extend over an opening not more than 8 feet in width when the header is a 4 inch by 12 inch or larger member. 2326.5.4.4 When an opening in a floor or roof exceeds the lesser of 12 feet or 50 percent of the least floor or roof dimension. _ 2326.5.4.5 Construction where portions of a floor level are vertically offset such that the framing members of either side of the offset cannot be lapped or tied together in an approved manner as required by Section 2326.8.3. Exception: Framing supported directly by foundations. _ 2326.5.4.6 When braced wall lines do not occur in two perpendicular directions. _ 2326.5.4.7 Other configurations which, in the opinion of the building official, create irregularities or discontinuities which are not addressed by Section 2326. REFER TO TABLE 23-I-W FOR MAXIMUM SPACING ON BRACED WALL PANEL 2326.11.3 Bracing. Braced wall lines shall consist of braced wall panels which meet the requirements for location, type and amount of bracing specified in Table 23-I-W and are in line or offset from each other by not more than 4 feet. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. All braced wall panels shall be clearly indicated on the plans. All braced wall panels shall be by one of the following methods: 1. Does not apply. 2. Wood boards of 5/8 inch net minimum thickness applied diagonally on studs spaced not over 24 inches on center. 3. Wood structural panel sheathing with a thickness not less than 5/16 inch for 16 inch stud spacing and not less than 3/8 inch for 24 inch stud spacing in accordance with Tables 23-I-M-1 and 23-I-N-1. 4. Fiberboard sheathing 4-foot by 8-foot panels not less than 1/2 inch thick applied vertically on studs spaced not over 16 inc`:tes on center when installed in accordance with Sec.2315 and Table 23-I-P. 5. Gypsum board(sheathing 1/2 inch thick by 4 feet wide, wallboard or veneer base)on studs spaced not over 24 inches on center and nailed at 7 inches on center with nails as required by Table 25-I. 6. Particle board wall sheathing panels where installed in accordance with Table 23-I-N-2. 7. Portland cement plaster on studs spaced 16 inches on center installed in accordance with Table 25-1. 8. Hardboard panel siding when installed in accordance with Sec. 2320.6 and Table 23-1-0. For methods 2,3,4,6,7,and 8,each braced wall panel must be at least 48 inches in length, covering three stud spaces where studs are 16 inches apart and covering two stud spaces where studs are spaced 24 inches apart. For method 5,each braced wall panel must be at least 96 inches in length when applied to one face of a braced wall panel and 48 inches II when applied to both faces. AL Permit No. - MASON COUNTY ` BUILDING PERMIT APPLICATION 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 PLEASE PRINT #1 er dArl'5-10�p17er S Zwan Phone# (36,6) 37Z - Z 84-4 ite Address 1`115 77/ An✓l% ,Cane Fire District# a City Se.14air St IAIA Zip 9852$ Directions to Job Site rom 61d sc&r A0hu-)au htlad loesf nn Rear, ('F Pry- �eu.)G t& _ it -Fr Qll 4he -7"D Ae ei7d Ae mp.6gen( drl'v a )a W,// e h 5t A/ ryekAa4 CJetff Owner Mailing Address PO Ri x ,-)o 8 l Me ldesac. City BC/44/•r- St�_Zip 985 Z S Lien/Title Holder �P/G/ l�e'G/�u Address /7D R'6X 4430 City 1Rrem es7La� St, Zip qa 31�2 #2 Contractor Name Se l�' Contractor Reg# Address Expiration Date City St Zip Phone# #3 If septic is located on project site, include records. Connect to Septic?_kE S Public Water Supply iVD Well E S Connect to Sewer System? A/o Name of System A/11 14 � �-� ,a I LP LC, (If residential, proof of potable water is required) #ooegalarceI No. Description #5 Building Square Footage: (existing/proposed) 1st FI l%I 26 2nd FI / 573 3rd FI / Loft / 0� 8g Basement / 532 Deck / 40 #bedrooms / _#bathrooms / 7 Garage / 58 8 Carport / (Circle:Attached or Detach Other sq. ft. / 1 #6 Use of building Re5i'deno � ,7 Des work I #7 Type of Job: New Add Alt Repair Oth11 #8 MOBILE/MANUFACTURED HOME INFORMATION Model Year lv2keModel C� Length th Se # Bedroo # Bat ms a of Heat Cn Pu se Price $ #9 Indicate by circling the applicable source if any water is on or adjacent to subject property: River Pond Creek Stream Wetlan Lake Marsh Saltwater easonal Runoff Other ' Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Indicate Directional by (N, S, E, W) Name of Flanking Street Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW 3 �S 6 JS Plumbina Fixtures ($,each) Fee Mechanical Fixtures ($leach) No. Toilets CIRCLE FUEL TYPE: Gas, Electric, 3 Bath Basins GI Heatpump, ther Bath Tubs No. Units Fees Showers Furn BTU Hot Water Htr Heatpumps Laundry Washer Vent Systems Sinks Spot Vent Fans Floor Drains No. Boilers/Compressors _Laundry Basins HP Dishwasher No. Air Handling Units _Disposal cfm# Urinals No. Fire Protection Systems _Other Auto. Fire Alarm Sys 50.00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee Auto Fire Sprink Sys TOTAL PLUMBING $ (I . Other Gas Outlets Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COM- TOTAL MECHANICAL $ �; MENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDING D PARTMENT. DEPARTMENT. X OWNER l X BY DATE / _� 7 DATE FOR OFFICIAL USE ONLY: Accepted by: Date: `i DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: CxIA Environmental Health: -RAI � Building Plan Review �.d1l7 Occupancy Group: /Z-� Type of Const"LCV-- Fire Marshal: Other: Special Conditions: FEES Building Permit Plan Check Z76, -7S Plumbing Fee Mechanical Fee o 50 Wood/Gas/Pellet Stove 66 Radon Monitor Violation Fee f 56?O Site Inspection 2"d 24,35$ &2n+ 32.f6 Building State Fee Sa t< 56 YS Other Other Building Valuation: `t 7 70-7 TOTAL FEE '