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HomeMy WebLinkAboutBLD98-0089 Cancelled Move Wall to Expand True Value Hardware - BLD Permit / Conditions - 8/26/1998 1 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 13 IJ 1 L_ t-) I N (A p L-: R INA I i" FOR INSPECTIONS CALL 427-9670 cotgo TEE TWEFN 5pm AND Sam 427--7262 Bt.098-0089 PARCEL : 1232942"Oi..6m'1 PL AT : D I V B►.K , IT JOB ADr)RE:SSr : *a1 NE: STATE ROUTIF 300 BEL.FAII1 PE'�M IAI►TI�N OWNFP j KKLI), INC . ;;851--6688 v4UL`�� vO'•�Y CONTRA`- T OR : ICE i TII III)DE NSFRO, INC , 851 • 66814 0� LEGAL , TR 22 ff H! St OATS -�R._E4YS3',Z.J`#CS.JG1_'i.:'Sig.3.^1:..'Y.Tl:6'JCY+T�9.S#IPiCYr`LLVdt:Q'A' .!L2'.faA�09t#Q,T.:_'II'RTtli'tA:'�tX':G�•M^.i't:..:i�%'_'.'t(•2!1'�'� CLASS OF WORK , . :AL7 T3EDE' : 0 8ATf1 : 0TYP.ry` ANOINT BY WE RTCEIPT TYPE ANOUNT bi BATE RECEIPT TYPE OF USE . . , . :COM STOR I E S . . . . . . . : 1 � ��r� .-::•may :�, :,� r�.a�:z�sn�.. .,�._ra�- �-;>��,�- .;;��� .-r.���:.��� �,z��a OCCUP . GROUP . . . :M EiI DG . HE IGHT : O .Ott {PANT 1 632.00 TN $2127198 46527 TYPF OF CON 7T , . :5 1 FIR F IRE PLACES . . 0 WC 1 410.80 11 02127198 40527 OrCUP . LOAD . . . . - 469 WOODSTOVES . .. . . : 0 Siff 1 4,N0 T# W27198 46627 DWELL .UNITS .. . .. . : 0 PARKIN{ SPACES : 0 INSPECTION AREA : 1 SHOPFI.. INF7 . . , . :N TOIAI: 1047,30 VALUEA1101c 120671 „:aG^rac:a:amleasxsu.�:1LYivW..::�lf:'4eleac.:^err.:•aaGllc .AFat"a•:Rasp:tSrcu•`.¢:s9�C�A�4.t�SG.'f�lOtl'S�wa7Ct T OI L.ET'S . . . . . . , . . . , o FUEL. TYPES-._-..._.._--_. - BOI I-ERS/CGMP----- MOBILE HOME- - FRON T . . .F '00 .Off t SAT H BASINS . . . . . . 0 0 3 t1T' , : 0 REAR . . . .W 80 . 0ft BATH TURS . , . . . . . . . 0 3-- 15 HP . -. 0 MODEL i SIDE ( 1 ) .T•I Bo .ort SPOWERS . . , : 0 FURN 100K 13TU s O 15--30 HP, : 0 MAVF SIDE (2 ) .S 250 .Oft WATER HEATERS . . . . : 0 FIJRN ->-100K RTU e 0 30-50 HP . : 0 Y SHRL I NF .W 0 .Of t C1. O'THES WASHERS . . : 0 FtMN - F t.00P. . . , : 0 50+ HP — 0 YF=AP,-_ .. AREA _ __....__. .__.__._.____. F, I rCHFN SINK.- . . . . s 0 HEAT PUMP . . . . . . : 0 L 01 S 17F . F1 OOR DRAINS . . . . . . 0 VENT SYSTEM"11 . . . .. 0 E VAP COOLERS : N L ENGTH : 0 BUILDING . . . % 14073• t DRINKING FOUNT . . . . 0 VFNT FANS 0 HOODS . . .. . , . . : 0 WIDTH . : 0 BASEMENT . Or;f LAUNDRY TRAYS . . , , t 0 DOMES . I NC I N sO --SEP I AL �-- - DECKS'-- : 06T D I SHWASHF RS . . . . . . . 0 AIR HANDLING IJN I TS-•- COMML_ . I NC I N :O j GAR/GARP :? 0sf GARB DISPOSALS : . . . O = 10000 cfm . : 0 REIOC/REPAIR : 0 AT/D1" . :? UAINALS . . . . . . . . . . .. 0 10000 cfm . : 0 OTHER UNITS . : 0 M I SC PL M FIXTURES : Pi GAS OUTLETS . : 0 �nc�ea�.4.S:�.�sr«^z..sew.:wsxuoe>CeMnesc.ra-c7a•;-r:.rsear.:ro:x;'at;areasrs.msa.:.s-:s_a==-+•a+u�:•.-:s-.•x..�u..�-xCeums'F t::.r..:s�^s+ai.�^-x-ta.-e.-c•c-�n'a.. _-.-air'-:saes::-t.�2s�aa:sarsm.^ �avca;trEY.azasas:sc.:�::qt-xa..>�c-x:c:G::u:��lr_maccsc.-^^-a��karsaRiasees�a PIOJE+ T DESCRIPTION:NOVE #AI1 TO EIPANO TRUE VALUE HARDIAR TIIDRX #ITNIN 9100 Olt!) PROJECT PROJECT I.00ATI(1N:B1ISINESS CENTER S9014 03 SR 300 PND #EST 01 SR 3. " THIS PERIfII WOW NUO. AND VOID IF NORM OR 1;ONSI1UC1ION A91NORIJ9 IS NOT CONMTNCEO WITHIN 188 DAYS OR If CONSTRUCTION 09 WE IS SUSPFNDED FOR A rFIIIOD 0` 19f DAYS AT ANY TINE AF1ER 101t IS COMMENCER. EVIOFNCE OF CONTINUAIIOR OF KORY 13 A PROGRESS INSPECTION NiTHIN THE 181 DAY PER"Oi1, FINAL INSPECTION MIST BF !f'ROVED 81JORE BIALDICn CAN BE OCCUPIED. OIG R OR A6EN): DATE: 914 !ANT, red+ 9301191 C;(Alt. Pt IANCF 'TO ATTACHED CONDITIONS IS REQUIRED T J CONCRETE MECHANICAL MOBILE HOME "` Footings-Setback date by Ribbons v date 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 /ama FRAMING 2 a� ���� ss Walls FIRE DEPT. date PLUMBING by date by date by Groundwork Attic OTHER date by date by D.W.V. WALL OA)3p_NpILI�IG26s�date by dater, i �_�P Water Line FINAL INSPECTION date by date by date by � __ r�Py i� Ftr✓r,fJf?�rs-f !T G/�cc. Tc� ,B' fiE�?Tlc�� dC so�� T�/r�,-�,E4��' S�W.O � 4�YFiZ 76-lB MASON COUNTY Mason County Bldg, III 426 W. Cedar P,O, Box 186 Shelton, Washington 98584 PE- RM 1 T 'C, C7)N0 1 r I c.1NS Care No . : BLD98--0089 Fora KKLD, INC . Page , 1 1 ) Approved per d linens I©ns and etbfaok < on subm i tted s 1 to, p I an . 2 ) The use , hand I I rey and stora>�e� of hazrardous mater I a I c; or, f 1 amniab l � and combustible I l qu i ds In excess of 10 qa l C ons Is not a i lowed w i t Peout the approval of the Mason County 3 ) 1 .M0f)I F 1 CA1 1 ON OF THE F i RC SPRINKLER SYSTEM MAY fit: RE-OU I RFD RELOCATION OF THE AREA SEPARATION WALL SHOULD NOT RESULT IN A SPRiHK.1_i• R MEAD BEING CLOSER THAN & INCHES TO THE NEW WALL . FIELD INSPECTION RE001 fiFf) PRIOR 10 FINAL . _ r 4 ) r1 i 1 approved plan.y area required to he rn- s i tee fair- i nspec�t i on purposes , ; f inspection Is called for and plans are not on site Approval WILL NOT be granted , 1n addition , a Re-- I nspeot i an fee In the amount of 1'34 .06 per hour (minimum 1 rour ) will be char geed and must be ool le otesd by this del.")artment prior, to any further i n�;pect I cans being performed or, approval granted 5 ) PUkSUANT TO 1994 UNIFORM BUILDING CODE , SECTION 305(C ) AND SECTION 513 , ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED 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 RE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A Rf.: I NSPECT ION FFI_ , BASED ON RATE;; IN TABLE :3A OF THE 1994 UN I FORM BUILDING CODE. WILL. BE ASSESSED IF OWNER!CONTRACTOR FAIe_.S TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS . 6) ANY E XTFR I OP WALL CAVITIES EXPOSED DURING CONSTRUCTION REMODEL. SHALL BE INSULATED TO FULL DEPTH OF CAVITY AND INSPECTED PRIOR TO COVERING . i CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date ` by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date b date_ by Y FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by MASON COUNTY Mason County Bldg, III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 J ) At,l. CON-ESTRrl ION MOS f MFFT ON FXul.tu ALi l.t3GAL t t3Ui:.< ANC? UBC REOU I CEMLNT1S ,. X /... 8 ) Changes to approved building plans that ei'fect c amp 1 i ter►oe to the 1991 4Yrtsh i ngton State Energy Code, 1991 Ventilation and Indoor Air Ouslifiyy Code, the [in' i form Sul Id i li Code and/or Mason Coun? Iie•gu lu,t t<sN►s must be approved Ray Ma ion County prior to canstruction _ _�. 1z 9) CONSTRUCTION PROCFv ; TO RF FIELD rORRFCTFr) AS, i y RFD PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE ... T^ � __�__� I s I r CONCRETE MECHANICAL MOVILE HOME Footings-Setback date by Ribbons date _ by 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 by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by i I 206-876-1467 N.L. OLSON & ASSOC. 527 P01 MAR 20 '9B 11:50 N.L.Olson&Associates, Inc. Engineering, Planning and Land Surveying, Formerly R.M. McGinnis & Associates FAX- COVER _SHEET 0 DATE: Nzo TO. FAX # : � '���` �� TELEPHONE #: I FAX # : (360) 876-1487 TELEPHONE #: (360) 876-2284 NOTE ; i �G G t ram' Ad �(:r WAsyfN sO 0 2 PAGES : �' L� S COVER SHEET) 9 SENT BY : �OIVNL 2453 BETHEL AVENUE, P.O. B , WASHINGTON 98366 (360) 876-2284 FAX (360) 876-1487 TABLE 7-13—RATED FIRE-RESISTIVE PERIODS FOR VARIOUS WALLS AND PARTITIONSa,1--(Continued) MINIMUM FINISHED THICKNESS FACE-TO-FA (inches) REM x 25.4 for mm MATERIAL NUMBER CONSTRUCTION 4 Hr. 3 Hr. 2 Hr. 1 Hr. 2"by 4"(51 mm by 102 mm)fire-retardant-treated wood studs spaced 24"(61—mm)on 17-1414 center with one layer of 5/g"(15.9 mm)thick Type X gypsum wallboard7 applied with face paper grain(long dimension)parallel to studs.Wallboard attached with 6d cooler15 or 43/44 wallboard 15 nails at 7"(178 mm)on center. 17.Wood studs— 2"by 4"(51 mm by 102 mm)wood studs 16"(406 mm)on center with two layers 5/8"(15.9 interior mm)Type X gypsum wallboards each side.Base layers applied vertically and nailed with partition with 17-1.514,19 cooled 5 or wallboard 15 nails at 9"�229 mm)on center.Face layer applied vertically or gypsum wall- horizontally and nailed with 8d cooler 5 or wallboard 15 nails at 7"(178 mm)on center.For 6 board each side nail-adhesive application, base layers are nailed 6" (l53 mm) on center. Face layers applied with coating of approved wallboard adhesive and nailed 12"(305 mm)on center. 2"by 3"(51 mm by 76 mm)fire-retardant-treated wood studs spaced 24"(610 mm)on 17-1 614 center with one layer of 5/8"(15.9 mm)thick Type X gypsum wallboard?applied with face paper in (long dimension) at right angles to studs. Wallboard attached with 6d 35/84 cement-coated box nails spaced 7"(178 mm)on center. Exterior surface with 3/4"(19 mm)drop siding over 1/2"(12.7 mm)gypsum sheathing on 2"by 4"(51 mm by 102 mm)wood studs at 16"(406 mm)on center,interior surface )g-) 114,19 treatment as required for one-hour-rated exterior or interior 2"by 4"(51 mm by 102 mm) w ood stud partitions.Gypsum sheathing nailed with 13/4"(445 mm)by No. I 1 gage by Varies /16"01 A mm)head galvanized nails at 8"(203 mm)on center.Siding nailed with 7d galvanized smooth box nails. 2"by 4"(51 mm by 102 mm)wood studs 16"(406 mm)on center with metal lath and 3/q" I 18-I 214,19 09 mm)cement plaster on each side.Lath attached with 6d common nails 7"(178 mm)on 18.Exterior or center driven to 1"(25 mm)minimum penetration and bent over. Plaster mix 1:4 for 53/8 interior walls scratch coat and 1:5 for brown coat,by volume,cement to sand. co 2"by 4"(51 mm by 102 mm)wood studs 16"(406 mm)on center with 7/8"(22 mm) C 18-1.314,19 cement plaster(measured from the face of studs)on the exterior surface with interior z surface treatment as required for interior wood stud partitions in this table.Plaster mix 1:4 Varies -n for scratch coat and 1:5 for brown coat,by volume,cement to sand. O 35/8"(92 mm)No. 16 gage noncombustible studs 16"(406 mm)on center with /g"(22 I mm)cement plaster(measured from the face of the studs)on the exterior surface with m interior surface treatment as required for interior, nonbearing, noncombustible stud Varies° i=partitions in this table.Plaster mix 1:4 for scratch coat and 1:5 for brown coat,by volume, v cement to sand. z O n O 0 m N.L.Olson&Associates, Inc. Engineering, Planning and Land Surveying. March 13, 1998 Ms. Mary Wing Mason County Department of Community Development S FYI/e Courthouse Building III l� 426 W. Cedar Shelton, WA 98584 K K L D 1-!U r RE: True Value/Ben Franklin Separation Wall Belfair, Washington Dear Ms. Wing: Attached for your use and information are sketches pertaining to the remodel now underway at the True Value Hardware Store in Belfair WA. The sketches depict details for the construction of a shear and two hour fire wall. Excerpts from the 1994 edition of the Uniform Building code are also included. The contractor is KKLD, Inc. of Gig Harbor WA 98335, by Mr. Skip Parker. Please call should you have questions. Si re , zorm=anOl n, P.E. N.L. Olson & Associates, Inc. Enclosure: cc: Mr. Skip Parker 2453 BETHEL ROAD, P.O. BOX 637, PORT ORCHARD, WASHINGTON 98366 (360) 876-2284 FAX (360) 876-1487 . N, L. OLSON & ASSOCIATES, INC. JOB 2453 Bethel Avenue SHEET NO. OF P.O. Box 637 CALCULATED BY �a C�� DATE PORT'ORCHARD, WASHINGTON 98366 (360) 876-2284 FAX (360) 876.1487 CHECKED BY DATE SCALE _..._. ._........_..__..__«.................. . ......a..........> ..... __..... .._.... . -- _ ... .. _4..........._......._.;.... __ ...... ...... i t €a _ s t . :, i _....._.........._...._........................ _... _ ....__ ..... _... cr i p�� -.v : i ........._............... ............._...r!A��...... ES.. .. ............. ............._........ .. ._.. .. .... ...... ..... ..... ..... ...... ..... ..... ...... ..... ..... ......A t R4a i.... _ Pf�IdR TO PERPOR>ti4'lNQ WOFBC _......_...........................................:. _. ...._.. .... _....... _..._....... - . - ... ....'.._ ......._..... . _. _....w..._..__........._...�......._...,_........ _.............._........:....................._..._......._.. ......_ _........ - - _.__......_._.................._.... -..... _ _...._ ...... _....._ r ...... ............................. a.. .. . ... SUBJECTTO� {t ..........,.......... 4IAIL�iE$'.................. . . . _..._ .... _ _ ... ._. .. .......... ............._...........................;......................._e.............. ...... ..... ........ .. ..... ..... ..... . ..... .. ........... ............:.......................:.. ... �� ` !.: ok ........... .... .. -f/ atl. . .�.:: .. "POISE CALL�"I�1 .. f� .f��Y ... . ........8 1�! _. ........"I"' .... v� i. ....... . G. .. lv coati _L_ �J'ate ON . cc�� 7 '� . `7 FOR INSPECTION. 1 NL. 0 wAsy���sO I � k�4�� 2 �x(n�� PT PGr9T� l()NAL �' j z �c /0 u N. L. OLSON JOB & ASSOCIATES, INC. 2453 Bethel Avenue SHEET NO OF P.O. Box 637 PORT ORCHARD, WASHINGTON 98366 CALCULATED BY !W DATE (360) 876-2284 FAX (360) 876-1487 CHECKED BY DATE SCALE ... ... ... ... 7 ... ...... .............. .... .... .... ..... J��✓ M !>.�!./�..i...1..Mi ........:.�sue/ ..... .. /sl r...... -0 _. ..... (� ... ...... .... ..... ...... RUBmrr CHA16vE6 FOR APPRovAL: ............ ............................... .......... PRIOR TO PERFOFINf3 IpOhk i< ........ .. ............_..... .._....... .................... " Q►1i .... ..... � y/ o `�Typx . A -T0 APPR0V.` ALL tAT; � 'MEET__......._..... ... .. AN ... . ..;... 11UPSTIONS a �.. a$C ..... ............:.... OF:ICE$Er+ E � .._. ._...... ........... ..N.-rwst AMS...MU BE.... r _ PoInT E 1�N.�....... CNN L. 0 _ N �QQ _�7, .. _ ..... ...........:... .. ..... ....... ..... ...... ...... ..... ..... ..... ...... ...... ......... _.. ....._ ..._ ..... �ONAI. ......... ........ . . ..... ____............. ExPIR�St _ .._........_........ ............._......................................._... ...... TABLE 25-1—ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR VERTICAL DIAPHRAGMS OF LATH AND PLASTER OR GYPSUM BOARD FRAME WALL ASSEMBLIESI NAIL SPACING2 THICKNESS OF MAXIMUM MATERIAL (Inches) SHEAR VALUE MINIMUM NAIL SIZE3•4 WALL _ TYPE OF MATERIAL > 25.4 for mm CONSTRUCTION 25.4 for mm 14.6 for N,m x 25.4 for mm I. F\lwrded metal,or woven I S(I No. I I gagc. 1 1/," long.7/Ir,'" held tt ire lath mid 1x,rtl;uttl No. I6 g;t,-c staple. /y" Irgs cement 1,lastcr t '. Gtli.unt lath tls" lath and l'nl1l„ikrd 100 No. 1 z gage. I1/,N" long. I'r/r,.t" brad. pla%tcrhoard blued /," 1,Ia"IL•1 nail ;. G\p%tim ,heathing hoard I/_'. x 2, x �' l nhlucl rd 1 75 No. I 1 1 '/.t Ir1112. t/I(, tt all. t Blocked 17.5 — tli;uuond-1x,int. ,salt aniictl x 4' 1'11hlocked 7 100 l nhlocked 7 100 -1 125 id cooler or wallhomd 1/ .. Blockr,l 7 12i -f I iO ). (��I,.unt tt alllxt:ud or l nhluckrtl 7 I 1 tcnecr haw 4 145 6d cooler or wallboard Blocked 7 145 t 175 Blocked Raw I,Iy: y _2*30 Baw lik-6t1 cooler or wallboard T%%O III\ Face p1v: 7 Face 8d cooler or wallho;rd I"1•hew vertical diaphragim%Ball nol to used to resist loads intlx,sed by masonrc or concrete con.trttction. Sec Section 251 3.2. Values shown arc for short-terns loading title to%%ind or title to scissile loading in Seismic Zones 0. I. _A and 21i. \':due,.-shown mint he reduced 25 percent for normal loading.The valucs shrntn in Items 2. J shall to reduced *0 percent for loading clue to earthquake in Seismic Zone% z and 4. •\I,plies to nailing at ;111 studs. toff and Ix,ttont plates and blocking. 'Alternate nails may to used it their dimen%iom are not Ica than the %p ccificd dimes.ions. Tor p rolenics of c'(x)lcr or %%alltx,ard nail., sec Section 2340.I.'. I_ I 4 -A l WATER I W-9 117' A O I \r/ jz::Z::;t:;::Zt� ----------- -- -- ----------- II BULKHEAD- -J - II II CLOTHING, SHOES AND BOOTS II / ' EXISTING WALL UPGRADE EXISTING I � TO BE REMOVED FULL HEIGHT WALL I TO MATCH FIRE U _1 --I- I'�BENCHT6ENCH11 r I RATING OF I --— I I DEMISING WALL Lm ----� 11 ' I I LINENS AND TOWELS -PRIOR-M WORK L! II I I II II F xll I i II CT TO APPROVAL � I OUSEHO I I M. TON MUSTCIE L i' I I aAilO��Skb r�xa4� s ( I li PLEAtE GALS II II 11 I I y� p� I I I "j ESE' PLANS MIDST BE li'-10 1 8 3' 0' T4 3' 0' S'-6' 3' ',T S'-6' II iH77 ON THE JOB SITE FOR INSPECTION. II _ I I ADDITION TO HARDWARE STORE 3,762 SQ. FT. II II II II - - t i - - illy/ A�fvv,e cZoe_ I I EXISTING OF CE!; II AND WALLS REMOVED — - -- - - - - - - - - - --- - - - - - - - - ' —EX] II------3E— I A II I II I I II I II 5'-4 5/Er PHOTO I I � DROP OFF E==== I -------�I NOTE: CAP OFF EXISTING — --- HVAC SUPPLY AT NEW -- -- ------ I DEMISING WALL r-� F===� I CR I NEW ENCLOSURE TO W L_J SPRINKLER RISER, 1/2' PHOTOS SHEET ROCK E.S. STEEL CAMERAS WATCHES CLOCKS II STUDS O 16" O.C. } 3'-0" X 7'-0" X 1 3/4' SOLID --- ---- --------------------JEifELR�---- -- --- ---- STUDS CORE UOOR vl M� �_-1 III u GLASS DISPLAY CASES —_— ._-----__--- ICCPpRINNl:KLER X1rr EXISTING DOOR INFILL W1 GLASS TO MATCH SS�TORE FRONT 1994 UNIFORM BUILDING CODE 18_ TABLE 7-13—RATED FIRE-RESISTIVE PERIODS FOR VARIOUS WALLS AND PARTITIONS Q��O WASy�`s MATERIAL ITEM NUMBER CONSTRUCTION �,yf 17.Wood studs- 2"by 4"(51 mm by 102 mm)wood studs 16"(406mm)on center with two layers 5N, interior partition 17-1.5 141E (15.9 mm)Type X gypsum wallboard'each side. Base layers applied vertically and with gypsum nailed with 6d cooler75on wallboard15nails at 9'(229 mm)on center. Face layer applied 1409 wallboard each vertically or horizontally and nailed with 8d cooler1B or wallboard"nails at 7"(178 mm) R side. on center. For nail-adhesive application,base layers are nailed 6"(153 mm)on center. ' Face layers applied with coating of approved wallboard adhesive and nailed 12" rC+NAL ,C/`� (305mm)on center. 2 -Noll33dSNI HOJ 311S for T-11 NO 38 I-Fiillfl '20MVId q I I AJ.11,49 S#31A i NO VOMUSKI MHOAA ONNHOAH3d W i4.NW IVAOUddV HO-4 S37-tl-"" q 1 Permit No.'huogs-60� ` MASON COUNTY BUILDING PERMIT APPLICATION 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670 (Calling From: Seattle 464-6968, Belfair 275-4467, Elma 482-5269) PLEASE PRINT #1 Owner KKLD, Inc. (Lessee) Phone# (253) 851-6688 Site Address say 51 nr S�#F' BoaE �7°O Fire District# oZ City Belfair St WA Zip 98528 Directions to Job Site F= t 2&'af Owner Mailing Address P. O. Box 444 City C�i cr Harhnr St zip n8335 Lien/Title Holder Address City St Zip #2 Contractor Name KKLD, Inc. UBI #6 01 757 924 Address p p, Rn Y Q Q Q Contractor Reg#1414 I**0 3 2FR City Gig Harbor St WA Zip 98335 Phone#253-851-666RIcpirationDate 09 / 01 98 #3 If septic is located on project site, include records. Connect to Septic? Public Water Supply Well Connect to Sewer System? Name of System (If residential, proof of potable water is required) 0ion #4 Parcel No.Legal Descrl a -rvu G�u4 #5 Buiydiny 4uare Footage: 1st FI 10 2 6 5 214 9 7�nd FI 3rd FI Loft Basement # Bedrooms J #bathrooms Deck Other Garage Carport (Circle: Attached or Detached?) #6 Use of building Describe work Moving wall to expand Triia Value Hardware #7 Type of Job: New Add Alt Repair Other #8 MOBILE/MANUFACTURED HOME INFORMATION Model Year Make Model L� I(? i )1 ►{�I Length Width Serial No. # Bedrooms # Bathrooms Type of Heat 'M� Purchase Price$ 77 PERMi 'S TANCE CENTEP #9 Indicate by circling the applicable source if any water is on or adjacent to subject property: River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other J Show following on the site plan Lot Dimensions Fences Existing Structures Driveways Structure Setbacks Shorelines Water Lines Topography Drainage Plan Wells Septic Systems Easements Proposed Improvements Name of Side Street Indicate Directional by (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW SEE ATTACHED PLAN APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW Plumbing Fixtures ($3.45 each Fee Mechanical Fixtures ($7.00 each No. Toilets CIRCLE FUEL TYPE: Gas, Electric, Bath Basins Heatpump, Other 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 17.25 Auto Fire Sprink Sys 35.00 TOTAL PLUMBING $ No. 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 17.25 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD TOTAL MECHANICAL $ OF 180 DAYS AT ANY TIME AFTER WORK IS COM- 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 OFTHE 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 DEPARTMENT. DEPARTMENT. XO XBY DATE DATE FOR OFFICIAL USE ONLY: Accepted by: Date: DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: Alp Environmental Health: Building Plan Review Z-Z? Occupancy Group:Z _ Type of Const: Fire Marshal: 4 Other: Special Conditions: FEES 3cla) 08- 3 3, 7 = /Z F5 C,77 .37 Building Permit Z�E Plan Check �� S Plumbing Fee Mechanical Fee Wood/Gas/Pellet Stove Violation Fee Site Inspection Building State Fee Other Other Other Building Valuation: Z TOTAL FEE O