Loading...
HomeMy WebLinkAboutBLD99-00738 Final Garage - BLD Permit / Conditions - 12/14/1999 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 f1 t_) 1 L_ 0 1 N C3 P E FR M I T 1 NSPE C, - 9670 BETWEEN 51.tin AND Elam 427-7262 BLD99-0738 PARCEL :222335200064 PLAT :MAPLO DIV : BLK. : LOT : JOB ADDRESS : 2741 E MASON LAKE DR E GRAPEVIEW OWNER : RONALD FORTE 206-232-6612 CONTRACTOR : COOPER ENTFRPRISIFS 426-2694 LEGAL : MADINGS SUNNY SNORE ADD 16 TA 64 CLASS OF WORK , :NEW BEDR : 0 BATH : 0 TYPE AMOUNT BY DATE RFCEIPT TYPE AMOUNT PY DATE AFfEIPI TYPE OF USE . . . . :ACC STORIES . . . . . . . : 1 - -------- —- - OCiCUP . GROUP . . :U1 BLDG. HEIGHT . . - 1 0 .Oft PLCK f 291.54 KN 06112/99 51159 TYPE OF CONST . . :5N F I REPLACES . . . . : 0 EUCP 1 51.00 KS fi/09199 51535 OCFUP . LOAD . . . r 0 WOODSTOVE`� . . . . s O PRMT 1 457. i5 KS 09/99199 51535 DW LL .UNITS . . . . : 0 PARKING SPACES : 0 STFE 1 4.50 KS J0109199 51535 ! INSPECTION ARF"A t 2 SHOREL 1 NE 7 . . . . :Y PLAS $ 38.00 KS 09/09199 51535 TOTAL: 847.79 VAIUTAT ION: 16,126 ..s..-__r,._�s_..-_�._ ---,. ..._•srz•>.� .-....-- --::.-.-^.st.•=�uas.as_-ram.. .-._ I SETBACKS--- - ---------- TOILETS . . . . . . . . . . : 0 FUEL TYPE S-- - - -- - B01 LERS/CCMP -- -- MOBILE HOME— FRONT . . .S 152 .Oft BATH BASINS . . . . . . : 0 : 0--3 HP . : 0 RFAR . . . .N 200 .0ft BATH TUBS . . . . . . . . : 0 3-15 HP . : 0 MODFL : SIDE ( 1 ) .E 15 .Oft SHOWE:RS . . . . . , . , . . . 0 FURN < 100K BTU : 0 15--30 HP . : 0 --MAKr- - __---_ .- SIDE (2 ) .W 10 .Oft WATER HEATERS . . . . . 0 FURN >-100K BTU : 0 30-50 HP . t 0 SHRL I NE .N 200 .Oft CLOTHE`. WASHERS . . : 0 FURN - FLOOR . . , : 0 50+ HP . : 0 -YEAR-•-- -- AREA ---------------- KITCHEN SINKS . . . . : 0 HEAT PUMP . . . . . . : 0 LOT SIZE . . : FLOOR DRAINS . . . . . : 0 VFNT SYSTEMS . . . : 0 EVAP COOLERS : 0 LENGTH : 0 BUILDING _ : Osf DRINKING FOUNT . . . : 0 VENT FANS . . . . . . : 0 HOODS . . . . . . . : 0 WIDTH . : 0 BASEMENT . . . : Osf LAUNDRY TRAYS . . . . : 0 DOMES . INCIN :O -SERIAL#----- DECKS . . . . . . . Osf DISHWASHERS . . . . . . . 0 AIR HANDL. ING UNITS-_. COMML . INCIN :O GAR/CARP :G 1920st GARB DISPOSALS . . . : 0 <— 10000 cfm . : 0 RFLOC/REPAIR : 0 AT/DT . :D URINALS . . . . . . . . . . : 0 > 10000 cfm . : 0 OTHER UNITS . : O MISC PL.M FIXTURES . 0 GAS OUTLETS . : 0 �.. s�==:-as—.�-.:cs:rs-:�:��c:rssvax:ss.-_-as^..c•=�::=--x_.::�=-s���sr--::_c-.-::`::�=..:.rr_:.='"=r.:_::::-....::,:z��:^s:��a-:=...•.-s�:.-aaczrs�r�..._.a:-ca-.�-=�-.:..-s=.rs :,::.;.4.._....,..^c.,_.sip:-a PROJECT DESCRIPTION:GARAGE PROJECT LOCATION:HWY 3 TO MASON BENSEA RD lffl 3 MILES TO MASON LAKE DR E RIGHT TO 2141 ON 1FfT THIS PERMIT BECOMES NUI-L AND V010 IF #OAK 01, CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 181 DAYS, OR If CONSTRUCTION OA WORK IS SUSPENOfD FOR A PERIOD OF 160 DAYS AT ANY TIME AFTER WORK IS COMMENCED, EVIDENCE OF CONTINUATION Of WORK 1S A PROGRESS INSPECTION WITHIN THE 186 DAY pfA10D. 1`I11L INSPECTION MUST BE APPPOVFD BEFORE BUILDING CAN BE OCCUPIED. OWNER 09 AGEM1: DATE: PA-PANT, rev: #3131191 COMPLIANCE TO ATTACHED CONDITIONS IS REQUIRED CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date (�� —r7 by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING Attic OTHER e Groundwork cs �^ date by date te by WALLBOARD NAILINGD. date by date by Water Line FINAL INSPECTION date by date Z - by L date by �f' i mac. � L.� f �-• �-.3-�g I I MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 PF RM 1 T OC) NE7 i -T 1 "N :S Case No . : BL.D99-0738 For : RONALD FORTE Page : 1 1 ) The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshra I . X 2 ) Provisions for surface/ subsurface drainage control must be implemented with now construction or development on site and MUST NOT adversely Impact adjacent parcels . Under the requirements of Mason Corinty 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 REOUIREMENT 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 , 3 ) Proposed structure or any portion thereof greater than 30" ; in height from grade line, must maintain a minimum of 5 ' setback from all property lines , easements and 10 ' from all Count-* and State Road right of ways . X 4 ) Owner/ builder assumes all responsibility if drainfield/reserve area I ,,- encumbered . x .____ 5 ) All upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given some other equivalent type of protection against erosion . X 6 ) The proposed project must be consistent with all applicable policies and other .. t MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 Prow 0 �" 1d H sB E'--i�i 1 F+r Ei i 1 4 Master agram . X 1 _ 7 ) Approved per dimensions and setbacks on submitted site plan . X 8 ) All approved plans are required to be on-site for iris�ection put-poses . If inspection is called for and plans are not on site Approval WI . L NOT be ranted . In addition , a Re- inspection fee in the amount of $42 .06 per hour (minimum 1 our ) will be charged and must be collected by this department prior to any further inspections being performed or .approval granted . x 9 ) PORSUANT TO 1997 UNIFORM BUILDING CODE ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION As TO BE PLAINLY VISIBLE AND LtGIBL.E 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 REINSPECTiON FEE , BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS . X {. 10 ) THIS :STRUCTURE IS CONSIDERED UNHEATED SPACE (NOT TO EXCEED 1 WATT/SQUARE FOOT OR 3 .4 BTU/HR/SQUARE FOOT) . AT SUCH TIME THIS CONDITION CHANGES, A CHANGE OF USE PERMIT AND A MECHANICAL PERMIT SHALL BE APPLIED FOR AND APPROVED PRIOR TO THE CHANGE . Xy }f y 11 ) No Occupancy . This structure is limited to U-1 use only (private garages , car .orts , sheds , and agricultural buildings . ) Any other use will be in violation of the niform Building. Code _ and Mason County Regulations unless a "Change of Use" permit is approved . 1 _ ) An changges In construction shall be reviewed by ens� ineer, of record and submitted in writing to the Mason County Building Department prior to construction . X MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 { ► lS LIMITED TO THE PERMtTTED ANO APPROVED CLASSIFICATION . ANY CHANGE OF USE OR OCCUPANCY WOULD RESIJI_T IN PERMIT NEVOCATION . CHANGE OF USE MUST BE APPROVED PRIOR 'TO CHANGE , x 14 ) Proposed structure or portions thereof with an projection over 30" in height from grade line , must maintain a 5 ' separation distance between adjacent structures and that furthest projection . X`�_ 15 ) Changes to approved building plans that effect compliance to the 1991 Washington State Energy Code, 1991 Ventilation and Indoor Air Qualityy Code, the Uniform Building Code and/or Mason County Reguiat },,arts must be approved by Mason County prior to constructionX. 16 ) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE .x Case No . : BLD99-0738 USGNR - . DATE- .. ... _ _.-...�.._. _ -..__� .-.. ` .... �� ? L� - !¢.� 1_ -9�-- SEAT/or CL'I EN TZ -�- --- -- ----- ___--------- goo WIND . Type hph. Ex sr . _� SOIL . KIJCCBfZf1CC < 'f N nGRCLTRL ( Y N SITE'•'SPECIFICS: ( UDG ./)UTHCfi > pst SLAB ( Y / ►•� > VERT LOADS 1 /2" tivmi ( Y/N ) sNow = ,.2� SHEn�At;& ®1N DERD ( S ) �- POST TOP CONNTN' S w = 2 0 EQUAL MYS Y J ww 2e � = a x- II I Ill b I x 4-i f �+ IS► Cr * *49 S - ( DESIGN ) p Wj-lid Lujpdr : PBCnL(' BO i WABy 000801$ ON M- ExPIRhs, 8 y : V. W ! l M ' Z2 iqu Z � ►L /D P I -- EXPLANATION OF THE LATERAL FORCES STRUCTURAL THEORY, p. 2 (TUBULAR STEEL COLUMN DESIGN) The windward wall and the leaward wall are subjected to different wind pressures but the column size and length are the same and both are pinned at �the ground line and assumed pinned at the top. Therefor; each will share the total load equally. Also, each pole will deflect the same amount at the top. These forces are applied at the centroid of loads to produce a Mt M w + Mlw which is shared equally by the two columns in that bay. The walls are subjected to a wind pressure (METHOD 1) combined to flow into the roof bracing. This shear is resisted by X-BRACING in the structure parallel to the direction of the shear in a tributary manner. I 9 r E ;r i JOB C � _ - . L�M CONSOLIDATED ENGINEERING SHEET NO. P.O. Box 2321 BREMERTON, WASHINGTON 98310 CALCULATED BY DATE _ _ (360) 479-5598 CHECKED BY DATE IF SCALE 0 ���.. ' ..... ..... ..... ...... ___ _._............... _ k a.. • ......................: — / — ,to 2 ,e7 L................... ....... ................... ............}.......................... _..__.a.__.__.._...... ... ......... }............. :....__...___...._i...._........_......._..........._'................................... .: ....W 1. - is ' .._...... ... .... . I I ,�-r 7_ rT'............_... _ j,36 .........................._:..... 21 ... ..... ........... }.. ........ ..! K { : IG,�, LoXQ DN �dLS +................................................_......... ........................................._.................. .......' - � . :..:.........:.... ..:.... ........... ..........................I..........................a.......................... dig SRO z i........................... ..�... I � � � ' 133 hr�,o �zQp— ��� ...... ...._.....a............ .... • `' kf ks ........................... }............;........................... .......... sv- .................................... ...... ............ .. .... .... .... ..... .._....._..i........._.. ..........�............. ....................... 6 _ E � " , tS" .............j............ .... ............i............. ..... �;?, E � .. . .Z a 4sC r! o ........._._...'..........._ 4v r.. i .................._... .... .! _� ...................... 3 I ... . .... .. 1 G p- i ��� ............i................_...._....._.........:.._..._.................:.............t... e ................. Q, . ......_..t.__._.;....... t ....._............ .......................;..... _ i I .. ..__............}..............f.._.._._..i............. ............i.......... ..... ..... ..... .. .. ... ..... ..... .... .... .. .. .,_. ._. .._.. ............•............i.............i......._.._..........._�_.........._i......r. ..... .... ..... __.. ... ..... .... ... ... _.... ... ...... .............;................._................,....... .... ... .... i i ... .... ..... ...... .. ... ... PRIMMM(M4 1"k-gw1H WK 1 IP~ r JOB CONSOLIDATED ENGINEERING SHEET NO. ,.of P.O. Box 2321 BREMERTON, WASHINGTON 98310 CALCULATED BY DATE (360) 479-5598 CHECKED BY DATE SCALE .............:.............:.................._.._.t.............++..............:...........................,.............:............_i....•........«.............'.......... ..... ..... ..... ._.. ..... ...... ...... ...... ...... ..... ..... ...... ...... ...... ..... ...... ...... i s ....... _ i .._........_�. __ .i _.. ._...•...... ..... ... ...:...... ..... ..... ..... ...... ...... ..... ..... ...... ..... ..... ...... ..... ..... ...... ...... ..... ...... ............. ..... ............` .. ...'.. F ! I t : ! .y ...........................:......•.....:......_........_........r............i..........................:....._....,.............:........... .... .. ..... ..... ...... i t i { i I E i j ; O .............'_..._.»...............I._.._........__._....'..........i.._..._..a_........_... .............._i........ ..... ... .._..... r. ; i i �r I i i I i r ! ..............i € i i ............ �.......... s._..._..._.........�..... ...... ... .............i.... ... ...... ..... ...y..... ,........_'{... .. ......_.._ ..__._a ..__1—a—...t.......__..1..._... � • ... —i =.u....... �.. .... ; .... r< ` f : _.... .............'............'................ ..... ..... ... ..... ..... ...... ...... ...... .... ..... ...... ...... ..... ...... ..... ..... ...... i i i ...............i..__._._i.............�..........�o..........;...... .a..:......_«..........._............e............«...... .. ...... ...... - .... ..... .... .. �. , ......, �- T....., �. :..._.........._....__;..._........:.. ... ! s r . .._......._E...........L......--"1'---._.i....._.y.A.....»......:_......._.r.............:._..:_.....:.............• ...... ..... ..... ...... ...... ..... ..... ...... ..... ..... .. .... .._.. ...... ...... ! i i i } ..._.«.....__....;..._..__ .._...._... . ................_..«._......_.�.............._..... �r J .... ......!3 3 / . i._. � I ! ! i i i ' I ! I ' /K D :" .....................�wL € :................................ ..................... .. ..... ..... ..... : .. 8 ! ! i r , ♦ 7 ............._........_t___..i.._.... ..... ... ............................... ...... ..... .. I I i �r J i Il S ...................._.:_. _..... ..... ' ; i..__......_. ..y...............:........_.........__1..:..........' i.............�.............:. ....................... ri fr ...:................... ........... ...»....... ........... ........... .. ....._ .... . , / ... .... ........ ..._.... -- y . I . .._� f............._....... _..... .........._......_.. _.._._€ �.._ ..... :r .........._:__.......;.__.._....a............:.............:........................ ..... ..... ..... i : ii .......................•...........y.......... ...... is ; : ii . _.................... ___ __._ ._ . ...... .. ...... . ...s . « . PR:Mlllff 7M I ICFpk SAMtI 7A5�110MFIM1 Joe 7: CONSOLIDATED ENGINEERING .. - -- - SHEET NO. OF P.O. Box 2321 BREMERTON, WASHINGTON 98310 CALCULATED BY �(� DATE (360) 479.5598 CHECKED BY DATE SCALE ..........................._.........i.........._i._......................... ..... .. .. i:...........i........................j.......... ...... , "�_... '�/ r.. .. � 1... F <...............i.........................................i........................._;......................... .. ; r I I . �l . .. �... ........................... ...._..W?.......................... ....... . : _ € /. / Y ' , i __.}......... ......... .... .... .... ..... ...... .... ... ... ... ......... ......................... ............................. ... _ t ; f......... f r. G ��' : ._ -C la ..._x.y�........................ _ ......... _....... ._..__..................................................... ........................_ r. ..........................L................... .. i ? ? ? i i '. ? ? e i E _ ? .............:..........................�.._.......'..........' 1_-... _.... ..... ...... ..... ..... ..... ...... ..... ...... ...... ..... ...... ...... ..... ................... t ................?.............e............. ..........._..............f.c........;. .....;.........._i.............' .... ..... ...._ {�1 ...... ...... ...... ..... ..... ...... ..... ...... ...... ...... ...... j i i i p ` __....... ? , i i I i i at ; ; ..... ..... ...... ..... ...... ....................... ...... ...... ...... � i I i i i ._.. ..... ... ..... ...... ..... .........i.............?......... ..... ...... .... .._ ...T..........._ ..........�.. ..y.... ....f.... ....:..... .._;.... ....i.... ....�.... ? ? . . . . . . . . . . . . . . . . . . . . ? : ? ? l ? ...........:._......... ._._.._..............:.._._...................;.........................e.............' .... ...... .... .... ? I I ... .... ..... ._..... ..... .... ............ ...... ..... ................... ..... .... ..... ..... ........................ ..... ...... ...... ...... .... ? __. ._... ....._..........:...-....i?iiIt• f;iii� �. iit??'•ii i• ...... ...............e?.... ... ......... _....._............. ...... 3 ......... ... .. ... .. ..... ... ............. ..... ............... .. ...._ ...._ .._............. ..... . ..........._.............. ..... .L ......................_.....,........................................,............................ ... ..... ..........._{......................... .......... i............. ..... ...... ..... . .... .. . .. .... ..... ............. .........:.............{............E...........i.............o....... ...... ........................... _ . .............: ..................._i....... .............a.........:............... ........i. ......: .. ... .............. .. .. .... ...... .............s........................__......._.............e.............?.............a......... i...... .... ..... . . .......... .. ... ... ........................ . w _.. ...... .. ..... t i [ i }......................_.1.................................................... ........ _._...._..........._..........................F.. _..._.......... ... ............................. ... .. ...... ... ...... ...... .... ...... ... ... Jozm CONSOLIDATED ENGINEERING SHEET NO. OFT.— ,_�_ Tom_ P.O. Box 2321 of BREMERTON, WASHINGTON 98310 CALCULATED BY ,� DA;i (360) 479-5598 CHECKED BY DATE SCALE .� : . ....... ... ......... .... . ...v�i ou/ 577 .... C 6 i i ! i [ ! ' j 7-6 .............:.............a.._...__.. ..__..•...__....a.............:......_...+.__......:.............}.......................... ...... ..... ..... ...... ..... ..... ..... ..... ...... ...... ..... ...... ! ! ! ... .._:.... ! :........................_:............ ..........i._...._...:_...........!..........._:....................................._......... ........I......... .... ..... ...... ! s.... ! ! ! ! ! ! ! i .i r i E i i j ........_........................�.._._.._i. ....r . ........ v.. _.... !o�;...... ..... ..... E...__.._. '... .. .......}............. i I ............i............._........_i...._......•i.............T..._._.._.i..__......°_...._.._T.........._.. _.. ..... ..... ...... ..... ..... _... ..... ..................... ! i i 1 ........_......_._.....s...._._._+.._ _.a._...._....:._._...._ ........ /1�( ../(,� 1� .... .. ... ...... .. .._...._...__..__.: { I........._ ....... .._..... ... ..........:... ..... f I ! , ! ! kr .......... ........................ i r j* I ! I ; ; ! _...._.._.... ...... ... .... ._........ .................... _ . l3,,a- /, ..:... ! if.._..._._ . . ..... ... Z. 0 .... ,..._;..........._........._ - rq'. ! ; r ......5.._.._....}.. .._........:..:...........:...........i...........:':...... .. : . .. .... ...... .. .. .... ! t .... ....... .:... ....:... �' Lc L2L r "', ) ... ... .. ......... . i ' ........_i__.......� ; ....... }........._.._...._ .... ,r,,L,, ,�. 3 `... �..� � ! j. ..._......_.._._._......................_._.................. h .'�..... ........_ .. ..... :._....__......._... ..... •_._._,.......__..;..._........1.........._e..............._....:..... ... _. ............................... , ! I j i i i j i i .......___e—._.��.__.....i.._•__..i__...._i._.—_i.............i........:. _ ..... .. .. ...... ... ..... ...... .... ... .. .. ......•.. ..... i.. . .. .... ... .. i.._....._-e_. ...._L....._.....i....._....i.-. .....i. .... .. _... ... ..... ... _...... .. ! i •, I i :. . . ............,....__....:............. ........_..............:.......... : ; . z . PWW,T T'II-I ISeg4 S!..h)M-I IPSVMI op CONSOLIDATED ENGINEERING SHEET No. _ of P.O. Box 2321 BREMERTON, WASHINGTON 98310 CALCULATED BY DATE Or r (360) 479-5598 CHECKED BY DATE SCALE .............:.............i. _ ...... �...... �.e c .... .. v / .. ..I.. ... .... ..... .. ..... .. ...................... .........:....................- ..... ....... .. � ..... fi �j I/ I ..........._............. _................:...}..........._i.............__. • - — -- _............................................. .............................j............................ ..... ...... ..... I i Q i : i i .........................'...... ............... :. _ ..... ...... ...... ..... ...... ...... : i , : i I i. v............... ........._............�..._ ._._.......__...,........_...;..... . i .............i....._......:............;........._...........,..............x............. .. ........ ....... v'...................__......._.._;_......_._..__. .. ..... i 6 ....:.... ....:.... . i i � a_ ...... ����� �,tick .___.._..i_........_.+.._.......}..__..._:.._.......................... j i..........:............:.. .. .. ..:....... ..... ..... .... ... .......... .... ,.. b,N, s ; i I i i.._.._.._...,.__..{._._..._r._..........i............. ...... ............_........ ............. .........._............ ......... ..... ._... ...... ... is .. _........................ .............._......................,..............:.............•....................................... .... ..... ...... ...... ...... ..... ...... ...... : i ; __....;.......................:............;.............;............}.............:......... ...... ..... ..... ..... ... ...... ..... i ....._.....:........_............._....:..............a.............:.............;..............;....._......:...........................,............i.......... «. ... .... ... .... .... ..... . . ..... ..... ..... ..... ...... ...... ..... ..... ...... ............. ..... ...... s , i i ..........._:.._......_:_.._...•__..__._.._.....:..._...._..3...:::.................._i.............:.............;. ..... ...... .... ..... ..... ...... ...... ...... ...... ..... ..... ...... ...... ..... ..... ...... ..... ..... ..... ..... ..... , t r i • i ' i i ............. .._...._...........a............._................. ...............i......... . ..... ...... .. .. ...... 06, .............E. i............. ` ..... .... .. _. .. _.. , ._. ..... .._. ..... ..... ..... ...... ... ...... ... .... ..._._...._. ' �._...._._}...._......5... .... ..... .............i............i..............i........_.}.........._4...........' '..... ...... ..... ... .. ... .. ..... ..... ..... .... ...... ........:.............�.......... .... .... ... ... ... .. I I ' _......... ......._...e............ ..i.............s.........._..........._i.............:....... ..._ ... .. .. ...... .... ...... ..... ..... ..... ...... ..... .... .... ... .. .... I ..........._i.............;......_.....e......._...'..........._i........_...:.._.................... ..... ...... ..... .._. _.._ _.... ...... ..... ..._. ...... ...... ...... ..... ..... ...... ..... ..... ..... ...... .. * ... ....i.... ...d.... ....i... .... ...... ._... ..... ..... PPIMIIUNM IIGrIM Siwhl7n5I IP�MMI 7z bzy q PAJ-,tit.. ,tn v PERMIT NO: BLD (A ,Ol MASON COUNTY 61 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 Seattle 206 464-6968 APPLICANT INFORMAT ON CONTRACTOR INFORMATION Owner� 6 a), 1ZTE Contractor Name tboPFi2 �,✓rE,�P,e�s�s Mailing Address -7* - _ Mailing Address /M /I?ASo,U LA*-C— CityM,&,eecv T�ALState L, g Zip Code City pAPw1,6741l —State W, Zip Code 9 PhoneQn�)1?1 G6/2 Other .Ph.(,JU7r. 13d,7o 6 i,3 IPI­I.(3e-cj Other Ph.(� Lien/Title Holder Contractor Reg. # (ZOaf'cd' o49 4..-1 Address Expiration_,5- /�e l o2cay SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic Existing Septic_Connect to Sewer System Name of Sewer System Well)C _Water System Name of Water System PARCEL INFORMATION-12 di it Tax Parcel No. / �/ ODo 65� Fire District_�9 Legal Description Site Address(Please .nclude street name, street number and city) Directions to sitem�e 3 T d7Aaa,,i, rr— Ymi-er na 101ALA)44,ri /h L— /ems k-T 72a:�o27 y 1 Oj 4Err Will timber be cut and sold in parcel preparation?(K§�— No) 6�t� Is your property within 200' of the following: Body of Water(Name) aZ4YQ ) Z,.4&d Saltwater Lake X River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New erc-Add Alt Repair Other Use of Building�Ae-ac' Describe Work Xk'Pc.Aa rrryy /6X3+r"QAA" ,.y"T7Sl �7/ y8 Q.e.aC,C- No. of Bedrooms No. of Bathrooms SQUARE FOOTAGE-1st Floor 2nd Floor 3rd Floor Loft Basement Deck Other sq. ft. GaraLef�,Q_Attached Detached Carport Attached Detached MOBILE HOME INFORMATION-Make Model 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. 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 I 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 obtaining approval. i X Date X Date —Ort' 9 FOR OFFICIAL USE BE ND THIS POINT Accepted y Dateuaw4bmittal Amount Du Receipt No DEPARTMENTAL<REVIEW APPROVED, DENIED CONDITION COPES Building De a ent Occ Group Type Constr. Planning Department Environmental Health Department Public Works Department Fire Marshal Valuation $ a o @ /8 ga 3 43 2-� > s Building Permit Fee L157.7S- Site Inspection Plan Review Fee a g75� Plan Review Fee Plumbing & Base Fee Public Works Review Fee Mechanical & Base Fee Other ; e2 8d Wood/Gas/Pellet Stove Fee Other Violation Fee Pre=Paid at Submittal ( .2 9 7. S ) ES .:..�:.:..<.:>.:.:.:.:.:..........:::>:..::::•::.:....::::::::..:.........................:> >::>:: AL FE TO FORM MUST BE COMPLETED IN INK PLEASE PRESS HARD MASON COUNTY PROJECT SITE INFORMATION Case No. Name PC0a j rakI t-L PARCEL NUMBER 00-0%!J. Date SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E. W in relation to the site plan Lot Dimensions ✓ Fences 000� Iv Existing Structures✓ Driveways✓ Structure Setbacks Shorelines ✓/ Water Lines✓ Topography ✓ z Well Location (including adjacent) Drainage Plan✓ Names of Streets ✓ Easements AjA Names of Fronting Streets✓ Septic System ✓ DRAW SITE PLAN BELOW Include adjacent properties if on shoreline or within 100 feet of adjacent property line. adjacent property line- , <-adjacent property line I /_or G i s u. 1 _0T L`/ � / i LoT G3 0 I a u5t r 2oo Ao,,TP► I elf �srZ,ve MotAj i S r / j/- I - '" I ! poll wI Q I Ly I IU 1 3 ` ♦_� ` I y i I So1L Q adjacent property line-) mol E-adjacent property line MASOO 4-AxC D� F 36`— SAMPLE SITE PLAN adja1 n property lined 3io� _ _ f-adjacent property line D 30' rR�SCavE 3o--,I I a CREEK \ I I HOME I .Gna¢ti I PrLo PosGD s¢ tt c —' I. 11550 J I I VAGn,T I T CArtnr�6 I i" I /i 3I0 PaoPosen R I� \� T AGR=L&LruAAL 50, I 1 I I I \\ 80, I I I � I \ i /DO" 1 � I L—e-LL I i 1 I I xt /O� —� adjacent property lined ; ! it', ip, c ; E-ad'acent properiy line TOPOGRAPHY PROFILE(Show a side view of property. Show slopes, cuts and fills. If possible include height and the degree of slopes. See sample topography profile.) SAMPLE TOPOGRAPHY PROFILE SrFru..Ltt.�Y� Jd2c� � _ � Slops •fa¢ `Ll -i dis+anc� 4o t L,AKF LZVC- . Sign re Date