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Home My WebLink AboutBLD N/A Cancelled Pole Bldg - BLD Application - 11/25/1992 BUILDING PERMIT APPLICATION MASON COUNTY DEPARTMENT of GENERAL SERVICES P.O. BOX 186 SHELTON, WASHINGTON 98584 427-9670 DATE ISSUED PERMIT NO. NAME MAIL ADDRESS CITY&STATE ZIP PHONE OWNER G�.E�E/✓E " 3� «/Jrt/�,eStdc �' i c DIRECTIONS vv TO JOB SITE PARCEL LEGAL _ NUMBER -mil 3 f OO1j(7 DESCR. 3� I ��O Z l CJ l �� ( 2 l SW NL� NAME IOZ�Lc]2V' MAIL ADDRESS CITY&STATE LICENSE NO, ZIP PHONE CONTRACTOR 7- r 4,z , / Te z I /i -ZEE USE OF BUILDING ` 7012 _7C _5� CLASS OF NEW ADDITION ALTERATION REP IR MOVE REMOVE WORK DESCRIBE WORK �� d BEDROOMS DECKS CARPORT_ NOTICE SEPARATE PE RE EQU RED FOR PLUMBING, HEATING, VENTILATING OR AIR BATHROOMS TOTAL SQ.FT. �v GA GE ONDITIO ING. NO.OF STORI ES BASEMENT ATTACHED T R IT B OMES NULL A D VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT C ENCE (THIN 180 SAY OR IF CONSTRUCTION OR WORK IS SUSPENDED OR TOTAL SQ.FT. FIREPLACE DEl CHED A A ONE ORA PERIOD OF180 DAYS AT ANYTIME AFTER WORK ISCOMMENCED. PERMANENT SHORELINE \ SEASONAL OWNERS AFFIDAVIT NTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIREMENTS OF THE CONTRACTORS I CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRACTOR IN THE STATE OF REGISTRATION LAW RCW 18.27, AND AM AWARE OF THE MASON COUNTY ORDINANCE WASHINGTON AND I AM AWARE OF THE ORDINANCE REQUIREMENTS REGULATING THE REQUIREMENTS FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL WORK DONE WILL BE WORK FOR WHICH THE PERMIT IS ISSUED AND ALL WORK DONE WILL BE IN IN CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST CONFORMANCE THEREWITH.NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING OBTAINING APPROVAL FROM THE BUILDING DEPARTMENT. APPROVAL FROM THE BUILDING DEPARTMENT. X OWN E - 2 '� TE X B _ DATE FOR OFFICE USE ON DEPARTMENT YES APPROVEDJO DEPARTMENT YEAPPROVED 0 BUILDING VALUATION HEALTH PUBLIC WORKS FEE PLANNING FIRE BUILDING PERMIT J D.O.T. BUILDING PLAN CHECK SPECIAL CONDITIONS BUILDINGGROUP PRE-INSPECTION 7�Z Z SHORELINE WOODSTOVE PLUMBING MECHANICAL STATE BUILDING FEE STATESURCHARGE APPLICATION ACCEPTED BY PLqCHEC BY� APPR D R ISS CE PERMIT VALIDATION TOTAL19,lq ✓�� '%M' �/ BY C� CASH CK MO MASON COUNTY DEPARTMENT of GENERAL SERVICES Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton,Washington 98584 L: (206)427-9670 BUILDING PARKS& RECREATION FAIR/CONVENTION CENTER ADMINISTRATION November 18, 1992 Jim Okenek E 371 Cranberry Creek Rd Shelton, WA 98584 To Whom It May Concern: Your building permit was approved by this department over 6 months ago. It is our policy to hold the permit for a six month period before the permit is no longer valid. Please indicate below your intentions regarding your building permit and mail it back to us. If I do not hear from you within two weeks from the date of this letter I will assume that you want your permit canceled and I will bill you for any plan check fees that apply to the permit. I will be in within the next 2 weeks to get my permit. If I cannot pick it up, I will notify you. Project: of e&.D64 Amount Due: I wish to cancel 41t permit. I realized I will be charged for any plan check fees. Plan check amo due: —'D 5 If you have any questions regarding t is matter or you feel there is an error please feel free to call me at 1-800-562-5628 or 427-9670, extension 207. Sincerely, Desi King Building Clerk MEMBER'S NAME dim D�o�yC,� BRANCH BUILDING LOCATION ,5 371 /2, . DATE AND COUNTY A/W-CA/ PHONE - �Z2(J r � �Z Z Z Show bay spacing, open bays, partitions, including doors, windows, skylites, vents, sheds, etc. Show type (clearspan, rows of poles, etc. ) . Show concrete slabs and thickness. Show metal type (aluminum or steel) and color. Shaw north direction. �3d 4 5 r eo (Y) tL i Cc—s c 1 d FB-4 NO LL 03S 7 VO I cYAI Q_I-�• : 3 Nl YV3 03AOHddV -7 .. .•�� / 1 d �1 9XZ (z'J __ ----� �YY ON3 N, wi 31'Y `77 vm 3o Yn0 6 L /itt _7 7lVN30-L 01 1 SOd ® rilyll OL l (Z) 44SOd 1 d 9X9 'O _9*,0 1 WO 7 9XZ 3O/S V3 1 ' SNO q'7 FI •O 'O „9-Z' a 1�-/lo 9XZ - - ,.©[x gx L (L� V 1 Sod V-7 L' do-L �' }J3N33dLL S 2I314S NM/M 9YY /Nol1J3NOJ V3 091 Y3yy 70 02I1 O SN0078 9X t'Z O SN17Jnd 9XZ' jo9 (c)/M NOo7o o1 s rmind / Wl3kv J0021 30Vr;O / Ut:S: CAL GHK: ()l TPI-85 ANALYSIS �ELJ7y �OFRpFE �pNAt(� TOP CHORD LIVE LOAD 25.00 PSF LM PLATE SERIES: LOVM= 1 p��d A9g5��►61Mf�? o��SS�lstc�Ec,�f TOP CHORD DEAD LOAD 4.00 PSF T 20GA 164 PSI GROSS 1b031 •� ° '"p SOT CHORD DEAD LOAD 1 .00 PSF K 16GA 151 PSI GROSS ~ TOTAL UNIFORM LOAD 30 . 00 PSF - 011Ew tf4 o TRUSS SPACING: 6.00 FT. CENTERS 720 LOAD DURATION FACTOR 15%Ti PURLIN SPACING: 24 .00 IN. CENTERS �Ff�Of=I �p��'�� ft0.�� D�rfoc�p}�l J. � 'r'ONAL iM �� T'�'L 2X6 DF #2 REACTIONS: VERT. HOR. MIN.BRG. THE S AFFIXED HE * TO INDICAT CCEPTANCE 81 2X6 OF #2 1 2119 -0 5. 50 IN. OF PROFESSIONAL ENGINEERING RESPONSIBILITY WI 2X4 HF #3/STUD 5 2119 0 5.50 IN. FOR THIS DESIGN ONLY. OTHER DOCUMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL BEAR MY SEAL, HAVE NEITHER BEEN PREPARED BY MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR ME NOR UNDER MY DIRECT SUPERVISION. 1- 2 -4829 TI 5- 6 4571 81 7- 2 -1051 W1 7- 3 1138 W1 2- 3 -4092 T1 6- 7 3099 81 6- 3 1138 Wi 6- 4 -1051 W1 MAXIMUM SPACING OF LATERAL BRACING OF BOTTOM 3- 4 -4092 T1 7- 1 4571 81 CHORD, IN TENSION IS 10 FT. BOTTOM CHORD IN 4- 5 -4829 T1 I NHESSSIONON REQUIRES LATERAL BRACING AT 24 SPLICE : 6- 7=4 x 5.3 3- 4=4 x 5.3 IC80 REPORT NUMBER 2625. PLATES 2- 3=4 x 5.3 12'-0" 12'-0" 6'-4"-i4 15'-7"-2 5'-7"-2 6'-4"-14 12 12 4 �— _� 4 6x5.311, NO CEILING OR INSULATION IS PERMITTED ON THE BOTTOM CHORD. DESIGN TO RE USED WITH LIHGHT UGAGE METAL ROOFING RL INS. I .5x3.5 , 1 . Sx3.5% A O P 2 O 4/- 4 x 8 8 —�\ 4x8.8= 6--1 �— -1 4x4 . 4= 6 4xd.4= 5. 5 IN BRG 5.5 IN 24 ' -0" BRG SCALE : 8'-3"-4 7'-5"-8 1 FT=. 3104" 271612 V6. 418 �E31AL rgTES. WILESS S DES1,21 O T" ABOVE. DFSI QY REQUIRES TOP aro BOTTCH CHORD$ (tC WDIrC 7EfOrE LII TH TRUSSES SIw LL BE rNrtJFpCTTJRm 70 THE SPECIFICA T1OrS OF 7P3 FURYI SH A COP.' CF TFr15 CESI�1 TO T11E BUILDIrG DESIUER arD P19CY BaCIS OR FRArJENC, TO HpUE Ct4 LrOUS L.7 TERal SUPPCfiT ..ALCULATIO F•.A THEIR aPPq(Y,'AL ArD USaCE. OES1 Cl1 Sum H AS ATTACHED SHEATHIr C. PURLIIG CA BRaCftrG. TRUSS 'DUALITY STAPDAgD Fiq r1EZAl PW TE CCrfECTED/tJp TRUSSES• . CAL�ULA TI Jr6 afO TRUSS PLATE IPSTITUTE (TPI I WBLICATICf6 RE7rC TI M ArD BRAr!!IC Fu7C ES SHALL BE TRar6FERRED TO T1rE q CR IETRp TI Ctf !S SHC4f1 BY PLATE SLOT DIREC TI i.N s . ARE AVAIWBIL EACH LUI1BEW HTE rLJYI. BIJf Lf�l rl; sTRuC HIRE. TRUSSES IIITH BE TRA BOTTCH TO EFER TO Lti STArQ1gD$ FCA PIA TE PUIil7"E7R SPECIFTCTIC"S. ARE oUe.)ECi TO NCAIZCl rtgL DI SPLA CF?FJRS A O.OR 7papgF p 'H'-AD SPLICE SNq LL BE LOCATk� ai l:i ParEl LQl.;T1 TNIa [ES1.71 /S FR - TRUSS, LMICM IS A Cp1PY QR. iT SHALL h:At ZCf�TAI FCA:ES T TiE BG:RfrtS. LCCA 7l Or6 .JE' LA I'-d. PAEELS Irr EACH CNCgD SE•StT(7 NAVE EQUAL [avLI JfT BE IrrtECAITED INTO D.E BUIEDI re" EESIOI. DEStOr LCA ES -rD 1® BR"•.l rl; REOUIR� i0 RESIS7 BUCf1trG aRE Ir OICA T7�Ail Pat ELS EEC WD[rti t-ECnFS ArD RE:D SE-01Tttc►ET-BptS. D`TE'X J16 $h"LL BE !ERIFIES BY BUfLDI ra: CESIQFSi. OESt QI THE TRUSS CESt'Sr BY E.U. pEst.?r FCA BEAA RCS, grCHCAA�, rETYn?CGL•.Y?f I$ Irr 'CY i-•:gfT,f a:E rI TN PPROPRIATE TPI STArDARDS. 6RA•_IW! At.0 Ir6TALLATIC BV 01HERS. RRETFRI TIJBRTPIt-7 go j�m1.j�D TBRACIP' AR/Ej.1A At-JAYS REOUIRED. TRUSSES SHALL BE uSED Itr ETC L�?SF� BUILDRCS R/rf_ff CCRRO5I VE uI TN 'a RE. W rl;T EAECT CR u$E GTnl�p TTwEs$6�D pjR�,ji Y IJIRCfo El1TS lal TH ADEOL{a TE UETRILATICt I. TRUSS PLATES AS SPECIFIED AtD rE.WlC7%jRm RV CUT, CAi LL CA ALTER TRUSSES. TRUSSES SE4i CA L•.ULCa L_3TICAL EEFLEC TIJrr FOR LIt1E CR SrCH LOAD DOES STRAI JfT. PllJt>o Ar 4� ALI CTED. ATR SES SHALL AS Ir�ISED. W'1 E(CEm L.'7o0 F•.fi FLGJR TRUSSES. L%240 FOR ROC TnUSSEs LUMBERMATE COPYRIGHT 1990 J4 TH CEl lirlS arI L 1B0 FJA OVER Hp rLS arD RAY TRUSSES THIS IS TItELY CESICtI FCA a SI'EC1RC BUtlDity. DttQ 6lCN ACTUAL L CEI L:AD.' Car�EA 15 REQUIRED TA COruRUISATE FGA DIUISIV4 •i ALPltE 04:11` EKED PRODUCTS. Inc. FOIL•.u1tG ITCHES ItdICaTES SI>`TEET/THS OF aN It1N. DESI QE aCTUAI DE.iD l•:.A D. BASED rAS LUMER MISTXMC BCLON LrIE%AT TIrE CF FaBRICAT{♦.fl.