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HomeMy WebLinkAboutCOM2006-00038 Cancelled Interior Repair - COM Application - 5/31/2007 µ +�, �.'nn J+ r,-4 v��?-"4�.;r"i• Srzv4 .xte ti;M'n d\+A t-h rh 1 �,�-1 Mr.'. �rc� 1.-�:.� •t x.). Ct:V�....^..: Y.y. K,F J•r". 1'7tt�`k'y {X tG `2J �` ��-i �� �f �-.l�rJr4-•pi � t ` - MASON,�000NTY ._ PERMIT�m.�!i-�U �-=DO030 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 On the web www.co.mason.wa.us APPLICANT-INFORMATION -• f CONTRACTOR INFORMATION Owner '•l n ra. ,"--r- wb kc, Company Name Mailing,Addres -5.�32 Mailing Address Ci ,G,l ( 7 Gtate r lZip Codel ``L 4•C/ City State Zip Code Phone s(-e) - r•E=`'( Ea.( Other Ph. Phone Other Ph. Lien/Title Holder Contractor Reg. # Exp. E mail address E Mail Address Drivers Lic. # i 'DOB Drivers Lic.# DOB SEPTIO /WATER SYSTEM INFORMATION= Connect to New Septic Existing Septic Connect to Water System Name of Water System Well Sewer System Name of Sewer System I PARCEL INFORMATION - 12 Di it Parcel No. "; :•0 5 r d _ Fire District KJ Legal Description ) I ADS/ !� Jr „j-'• r"<---'-�< Site Address (Please inclu a stre t name, street Intimber and city) Directions to site I Will timber be cut and sold in parcel preparation?Yes 1-No,: ' Is property within 200' of Saltwater Lake River/ Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs Is this permit submittal the result of at Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New Add Alt X Repair N Other PRIMARY RESIDENCE ❑I SEASONAL ❑ Use of Building "i • -r ,AA • ('' "Des`cribe Work C I- •'; " f I Ef/. C4/ K' UV No. of Bedrooms No. of Bathrooms t Square Footage- 1st Floor t 2nd Floork? , 3rd Floor Basement Deck Covered Deck Other Sq'Ift. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year— Length Width Serial No. No. of Bedrooms No. of Bathiooms r Type of Heat— Purchase Price$ Replacement Unit? Yes/ No Installer Name Certification No o. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a sll Acknowledgement of such is by signature below. I declare that I am the owner,owners legal tCT'- M ` ,: r that I am entitled to receive this permit and to do the work as proposed in the application. Icry- the `- necessary parties. If permission is required from any easement holder or any other part "'' G, {,� :�>: ; -- proposed in the application, I have obtained permission from them to apply for this permit a agent on owners behalf, represents that the information provided is accurate and grants err(- Y^ A described property and structure for review and inspection. This permiUapplication becomef not commenced within 180 days or if construction work is suspended for a period of 180 dat MEANS OF A PROGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 18(' 4%i X Date: j V ( °~ i - • 4 1i ti 4' o s • 5 Owner/Owners Representative/Contractor (indicate which one) I} r'� +• r 'e ! '. FOR OFFICIAL USE BEYOND THIS POINT Accepted c , . Sk DEPARTMENTAL REVIEW APPROVED DENIED 4 Building Department Planning Department • ` ~ °t "` s Environmental Health Department Fire Marshal FEES Building Permit Fee Site Inspection I Plan Review Fee EH Review Fee tiax Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood /Gas/ Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES ■61■■I IIII ME I�■■!■�ilfiliii■��!!���7■■■■■■■■�■ limilliz- dolmom WINE ■�u■■■�■�■■�■■■■■■■■■■■■■■■■■ern■ MEN ■■■®■■�..ii■■C�l■■■■■■■■■■■■■■■■■�1� ■■■®■■■■■■■®■■■■■■■■■■■■■■■■■■1: ■■■■®®®■®®©■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ NEON■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■NEE■■■■■■■OENEE■E■■■■■■ ------ ----------- ------------ \� 9ILf-Lzr-09f'r°J 1SS9-9zk-09f Wd L969-08L 04vol�4S-09f '0 /8S8 '" N _ �UP,_Hb8586 Vf uoll vXm £° 2 I£ -llb' an os Q j O V � Q .do JVOLLVXOLS9/ on Omy e ' y o •oi h `o W n _ N 1 Z _a1M aiM ��, � Jae NG N W 3 U I I i (z azIL .N I A T na ZNO F n 0 F� C° y e \i I I U I ••a1W ' aIM '']IG y�°N aC ' %m Xm Io t, xoU� Z� X� % 'e s• ti� �� Q '9419 '1SIX3 x X4 X� U _ Us 6i-5 i•r7 S/ i t SEE L'ond,fiaa�nPerrr,•t . USE ti '{ 8 •Fi ia -re,5;,5h'✓e constructrb) 7 Flee Harsher/ C�minanl5, .5/dah"n9ed dooz) f --S --4 L vl ` icrQ o n v Ln T � r L L gyp,\ G i s nl Gr N �C'e.,�f 14, q i At �eS S -t-�A .� l ��S a� � •�...�� e��- apR�9covN� THESE PLANS MUST' Ei:: :iti-fhajr r`. . FOR H\I PE.:oTiON x . ( � } � { � OQJ W k} k )6z � m . ..z2 „ rn . - & � \ \ ! > ¥{ 7 \\ 71ou X � ( 25 " Z r ® 7met j } } f , 2\ - \ � �f ~ ) \ � \ \ � � \ \ \ , . S O aZ r�rr m im z r e � m rn m D 8 9� am f Z AND oy N yam -i a ERESTORATION OF. G CADD DRAFTING AND DESIGN ESR •3 Gro don Holden90 �. �k...y or. ton WA 98584 q k P Sh.110 W9. 985BI Coll: 560-280-6962 6 6 Ph. 560-126-6551 Fa..360-427-37/8 i T HIM AM L3 Z v� ODOO 0 0 o m s � { b S3 (0 FBI m mm 8 � mEll &lam Z a Ho N t ox 00 m ENE �!z 2�'Om O C: ` �� lY -S Zo y T y m J � nDm �y3 m m OC xg(n Z 'm P \ m a� RESfORAT/ON OF. a " GADD.DRAFTING AND DESIGN RETAIL SPACE O 431 SR '3 O q ° 90 E. Lo H01C.n - Shelton WA 98584 o P Y 6 9 90 f LoW.. 9 Or. 0 6 Sh llon, Wo. 98584 Gll: 360-280-6962 C p Ph. 360-426-6551 Fnr:.360-/27-3718 FILE COPY ,235 LRM AVE suirE ioI OI.VMPIA,WA 89505 (250)754-9M9 FAX MC SQUARED ErrolF.iOwZ-k-Inc2.z .com I N C O R P O R A T E D August 24, 2005 RECEIVED CHANGES 'JAN 22 2001 Bob Wold, S A APPROVAL PRIOR TO PERFORMING WORK 426 W. CEDAR STa RE: Wold — Shelton Property THESE PLANS MUST BE ON THE JOB SIT- Dear Bob: FOR INSPECTION I have examined the building on Highway 3 just south of Shelton. The building is a two level wood framed structure about 65 years old. I had also been at the building with you and the County Building Personnel and The County Fire Marshall about two years ago. We examined the building and found items that required repairs (leaking roof and deteriorating exterior walls near the leak). These had been repaired to the strength of the onglnal construction. At1 no time during the earlier visit was the condemnation of the building discussed by any one present. BUILDING FRAMING DESCRIPTION The building is framed with 2X8. rafters at 24 inches on center. They are supported by the exterior walls and interior beam lines. The beams lines use 4X6 beams spanning a maximum of 16'. The building is a two level wood framed structure about 65 years old. The building is framed with 2X8 rafters at 24 inches on center. They are supported by the exterior walls and interior beam lines. The beams lines use 4X6 beams spanning a maximum of 16'. The floor is framed with 2X8 joists spanning between the exterior walls and interior beam lines. The maximum floor span is approximately 9'. The floor beams are 6X8 with a maximum span of about 10'. The original walls of the building used 2X4 studs with balloon framing to the roof level. The siding was horizontal boards, typical for the time. These exterior walls resist the lateral loading of the building. Sew cored The roof joists are adequate for the snow loads of the area with a maximum span of _+uc4-vr 16'. The current roof beams.maximum span is limited to about 7'. The existing obsev� framing will require either additional posts or knee braces to minimize the span lengths. Sistered framing to the original beams can leave the posts at their current location. The column just outside the office area is bowed and has numerous blocks on the top of the post. This will need to be repaired or improved. STRUCTURAL • FOUNDATION • CIVIL ENGINEERS See C The floor joists are adequate for a live load of 100 pound per square foot. The floor R' �I I� girders can support the same loading with a maximum span of about 9'. There are G some spans that have 10' spans. 0 P51 �o h� The foundation appears to be adequate, except for some removal of the soil around Ern f new✓ the support posts in the crawl space area. ✓e4,1'f( / REQUIRED REPAIRS c�ori6L&feh The building requires repairs/improvements to return the building to its original load carry capabilities. These are listed below. • Limit the roof beams to spans of 7'or add supplemental framing to the existing beams. Repair the bowed and blocked post with a new post, or additional framing members. • Limit the floor girder spans to S' for a live loading of 100 psf through knee braces or additional posts and footings. • Remove the soil from around the crawl space support posts. • Provide positive support for the wall separating the lower level from the crawl space area. With these repairs, the building would be returned to the original structural iltrength. If you have any questions, or if I may be of further help, please call me at (360) 754- 9339. I Sincerely yours, �P F AShi MC SQULD, o ONMIKE SS.E. earwEa 07 111 Principal Engineer File a%W P9%My Documents%Reports\W OLD-SHELTON•SLOG-SAFM.wpdbff*e THESE PLANS MUST BE ON THE 10B SIT - FOR INSPECTION -- page 2 -- ROC SQUARED, INC. Job: OLYMPIA.WASHINGTON 98506 f (360)754-9339 Date: J l't By: FAX(360)352-2044" Sheet: I Page of 3 1 - I i C. D I • e � ZxY7 : R•S• 1"1,8 _ _..._ H �jpnt _. 14 4-t w CI62S+ 1.'lS� llt \Lt2S� �F4 �1F THESE PLA S MUST :_ — --- —.._ _— - - 9� Z 34(. R lfd iPECC13�. FO I I I I I I MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 p S . (360)764-9339 Date: liI o By: FAX(360)352-2044 Sheet: I Page L_ of 3 I SLq� y q�t.3� j 5 b1.S Z bb d ZI .V �r4 u')- 4 .00 .._.-_ --------- Alf- t�1 P:YL `wtJ IS 1�-0 tt µA, .,._f2-1,._ 4rx to at -- —:THESE PLANS 141UST BE ON'T:HEJOBSiT.- __— <' FOR INSPECT10 - I I I I I I a WIC SOUARED9 INC. Job: OLYMPIA, WASHINGTON 98506 q�l.o9 gY. (360)754-9339 Date: FAX(360)352-2044 Sheet: Page of 3 }=w — . .._. vi — c r: I .o 2 .� too{,1S) -Lit, � 9 1d) 3 — A 14-a r - - — . : ThI ESE PLANS: UST BE - _ ----- ----fOR INSPEC lCrN- -- - — - I I I I I 1 �- N,e F/re ��SiS�7'✓P� 6o17617 och-ol-) FLOOR-CEILING SYSTEMS,WOOD FRAMED GA FILE NO. FC 5006 GENERIC T HOUR 35 to 39 STC WOOD JOST&,GYPSUM WSLLBOARU FIRE SOUND Bap layer kv ype x gypsum Talmo led applied at rgnt angles to 2 x 10 rood glen 24- o.c.r^.h 111 Type to or 3 drywall suers 23-o.c FSN layer W type x gypwm vallooard or gypsum veneer Wee applied M rlgnl angles to puts ran 11h•T o TV a 3 dyr 1 sacra ve d.o.a pout and side a at en to pSM o cO T 24'fr m beat saews 12'a4 Placed Y lack al enter sld!IX eM pIM1`s.Jams ones 2s-nom Oise Dyer pods.%%od plats supporiong ve plysood ran extenorglue applied at rgla angles to Was vafl ad ran.CMallg proval one hour lire resistance proleenon for naming,including Uwaw. Approol Celiq waved: 5 par Fire Test FM PC 1T2,2-25-72: rrS.69,98 Sound Test EadmaYd B � A ; "9 g SUBMIT CHANGE PRIOR TO PERF 0 2hA I-j"I APr,H('v4L THESE PLANS MUST BE ON THE 10B SIT': FOR INSPECTI�0N 091pP� pvppn Wp Colo I�IJ I ° o e oa e ° o y o ° °ev vo i Lwu• ° ' 0 0 v o 8 0 0 9 I o au . aCC •11 i .1. . '.�til cp _ r M � ° C THESE PLANS MUST BE ON THE JOG SIT'. FOR INSPECTION 2P>a,nd RECEIVED ►JAN I2 2 2007 426 W. CEDAA ST! STRUCTURAL CALCULATIONS FOR SITE SPECIFIC LATERAL ANALYSIS AND DESIGN (DO NOT REUSE) FOR RETAIL SPACE RESTORATION 431 SR#3 SHELTON, WA 98584 FOR BOB WOLD PROJECT NO. 25666.00 JUNE 26,2006 CALCULATIONS BY JAMES FARLEY,ENG. TECH. REVIEWED AND STAMPED BY MICHAEL SZRAMEK, P.E.,S.E. MC SQUARED,INC. 1235 EAST 4'" AVENUE, SUITE 101 OLYMPIA, WASHINGTON 98506-4211 (360) 754-9339 WAX (360) 352-2044 THESE PLANS MUST BE ON THE JOP S!T FOR W; ECTIOid 25666.00 STRUCTURAL CALCULATIONS 1115 FOR RETAIL SPACE RESTORATION 431 SR#3 SHELTON, WA 98584 SITE SPECIFIC LATERAL ANALYSIS AND DESIGN (DO NOT REUSE) FOR BOB WOLD PROJECT #25666.00 BY MC SQUARED, INC. JAMES FARLEY, ENG. TECH. REVIEWED AND STAMPED BY MICHAEL SZRAMEK, PE, SE AS Q _ � O c •r S FTCST TONAL ENC� Ztifo6 THESE PL NS MUST 13E e�76c!.s 07l11/ o ON THE Jog Si;_ FOR INSPECTION SCOPE: THE CLIENT REQUESTED A LATERAL ANALYSIS AND UPDATE FOR THE RETAIL SPACE TO BE RESTORED. LOADS: 2003 IBC/ASCE 7-02 VERTICAL: ROOF DL= 15 PSF SL= Pg = 15 PSF, DESIGN = 25 PSF TL= 40 PSF FLOOR DL= 15 PSF FLL= 100 PSF, RETAIL STORE PART = 10 PSF TL= 125 PSF LATERAL: WIND: 2003 IBC, PER ASCE 7-02, SECTION 6. CATEGORY II, ENCLOSED, 85 MPH EXPOSURE B. SEE ATTACHED WIND CALCULATIONS. APPROX. MEAN ROOF HT = 15' SEISMIC: 2003 IBC, PER ASCE 7-02, SECTION 9I, SEISMIC USE GROUP II, BLDG CATEGORY II, OCCUPANCY IMPORTANCE FACTOR I = 1.0, SITE CLASSIFICATION B, DESIGN CATEGORY D OMEGA= 3.0 R= 6.5 LIGHT FRAMED WOOD SHEARWALLS, USE BOTH DIRECTIONS. COEFF= 0.127 STRENGTH LEVEL, 0.091 SERVICE SOILS: ASSUMED VALUES PER TABLE 1804.2, 2003 IBC Qa = 2000 PSF. TFPESE PLANS Il4l1S r Ec ON TFlSS FOR � � sP.9ce 25C�Co� MC SQUARED, INC. yob: OLYMPIA, WASHINGTON 98506 �� �b� �K. (360)764-9339 Date: B y: FAX(360) 352-2044 � 3 /$ Sheet: Page of : I , : 7 _7__ I : 1 i : FAO N T I THESE PLANS MUST BIE Sl I i RINSPECTION _ I I I I I I I WOLD 25666.00 I6 MCE Ground Motion - Conterminous 48 States Zip Code - 98584 Central Latitude = 47.226349 Central Longitude = -123.183302 Period MCE Sa (sec) (%g) 0.2 122.2 MCE Value of Ss, Site Class B 1.0 046.6 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 123.4 Sa = FaSs, Fa = 1.01 1.0 071.3 Sa = FVS1, Fv = 1.53 THESE PLANS MUST BE 0NTHE10i.3 S.:7 FOR IIV11 '"U100 MC SQUARED, INC. Job: f�£7�tIL 5 P� Ce OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: By. �KF FAX(360) 352-2044 I t� �5 Sheet: age of Wi'ju) -7-0tiz Avg = l0 7S p5f u -)E p= l Z p-- 17->z � - Z 12:6 70 . .4+,z /zo 8400 F - Z /2<;O 70 2;. 4.2 -12.0 e4ng 2, D ;4`1 6_± 2j 144 70:5� I ! /Z _'. r I : I I i I .... THESE,PLANS MUST BE ON THE JOB FOR IIUS?L4l MC SQUARED, INC. Job: i?ETf11L SP c[w ( 25h1o(�� OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: 6)/7/D& By:— FAX(360)352-2044 � S Sheet: Page S of EQVIVALE�,IT LA7EI?-Ac- F� c�pS Z--A- � C,S = 8�— Q; �Z 5T/; &j tH :. l- Z 458 917io 7889 k,/ALLS It' Z3<o'. IZ I28`l 25750 WA L�S _ Iq 118i 1074 859.2 2a31 L 2 3277 Z1o21 (0 f I i b✓nfv,. _coNr. oLs tUIr2Ec otilS i , i . I THESEPLANS MUST BE -{.. ON TOE Inn. T � I FORlN5PEC�I J;J i I i I I I I I I MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98508 /7 �0� By: K F (360)754-9339 Date: L— FAX(360)352-2044 /S Sheet: Page of V,l/ND LD+tDS /44 i-f ROOF + jzo Lf FLaoR F- I 8 J . _ po — . 0. G -_4- - Flo N T - - THESE PLANS MUST BE --. ON THE J013 SiT- IUD FOR INSPECTION 4. I I I I I I M ETA"-. C SQUARED, INC. Job. � s OLYMPIA, WASHINGTON 98506 Date: By. (360) 754-9339 FAX(360) 352.2044 Sheet: P ge of /'S DIa Pt Ac�^1S VM,4,u = �2 � IZOY-70X 9 83PL71-- 1 (15 E IYz PLyWa�D 02 �� O S E� kJ/8j r @� A'f �obF SPA�1 GJ L P V v C=T 1- 2- 1 LO 70 49 +Zoo 83 7 35do A-B /44 70 35?-b '� 43216 loll# , , TdP Pere .PUCE DK�y LOArp -TD LInl�S ; 2 ¢Zpo 4200 81� ; A 35ZE) 214-0 640 g �SZB 35Z8 M iniiM UAt WAL'L- 1nl f DTi+S yJID6 THESE PLANS MUST BE ON THEIJOB S[, FOR IN3PECTIO - I I I I I I �muu�unm�iuuun �o�inn mni� ai' �BIIIBIuII 1�11 �1�1 III HIM eye ni �e enn SHEAR WALL NOTES 75 /rj i Use 1/2" diameter by 10" Anchor Bolts (AB's) with single 2x plates and 5/8" diameter by 12 AB's with double 2x(or single 3x) plates at 48"o.c., unless noted otherwise on the drawings. Use(2) minimum per wall. AB's shall have 7"of embedment into footing,shall be centered in the stud wall,and shall project through the bottom plate of the wall. Plate washers at each bolt shall be a minimum of 2 inches by 2 inches by 3/16 inch thick ALL ANCHOR BOLTS, WASHERS, AND NUTS SHALL BE STAINLESS STEEL OR GALVANIZED FOR USE WITH PRESSURE TREATED WOOD. Wall sheathing shall be 1/2" CDX plywood, 5/8" T1-11 siding,or 7/16" OSB with exterior exposure glue and span rated "SR 24/0" or better unless noted otherwise in the shear wall schedule. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. All nails shall be 8d or 10d common (8d common nails must be 0.131 inch diameter, Senco KC27 Nails are equivalent. If 10d common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacing shall be 12" on center for all field nailing except as noted. Holdowns are Simpson "Strong Tie" and shall be installed per the manufacturer's recommendation. Equivalent holdowns by United Steel Products Company that have ICBO approval can be substituted in place of Simpson holdowns. All double and triple studs shall be glued and nailed together with 10d's at 3" on center for each layer. All 4x studs are to be#2 DF and all 6x studs are to be#1 DF when used for holdowns and shear wall). SHEAR WALL SCHEDULE: 1. Sheathing nailed with 8d's at 6" on center all edges. (260pli) 2. Sheathing nailed with 8d's at 3" on center all edges with double 2x studs (or 3x,4x or 6x) at abutting panel edges. (490plf) HOLDOWN SCHEDULE: Note: See Floor Plan for holdown locations. HTT22 attaches to concrete foundation with a 5/8" diameter threaded rod in a %" diameter clean hole 5 %" deep. Epoxy in place with Simpson AT or approved equal. HTT21 attaches to double 2x studs or better with(32) 16d sinkers nails in wall above. (52504) PHD5 attaches to concrete foundation with a 5/8" diameter threaded rod in a % diameter clean hole 5 %" deep. Epoxy in place with Simpson AT or approved equal. PHD5 attaches to double 2x studs or better with (14) Simpson SDS 1/4 X 3 Wood Screws in wall above. (4685#) ROOF DIAPHRAGM NAILING: Use 1/2" plywood or 7/16" OSB span rated 24/16 or better,nailed with 8d's at 6"o.c.at edges and 12"o.c. in the field,Unless Noted Otherwise. FLOOR DIAPHRAGM NAILING: Use%" T&G span rated 32/16 or better,glued and nailed with 10d's at 6"o.c.at edges and 12"o.c. in the field, Unless Noted Otherwise. THESE PLANS MUST BE ON THE)JOB S;7 FOR INSPECTION MC SQUARED, INC. Job: )FET.4iL sPsl cE / � OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: /S/D(o By: SK F FAX(360) 352-2044 � S Sheet: Page of � CSZo Ho2tzoi4rAL 5TF-AP hl/. 0+) 8C S HDQ To HDfz AT vo i'OF ovctic SHEgTtFI^1(a. FtE�r�EF_- Al lac kL i -(WaLL OVER FRamwdo. L_ « ! .i__I i i t r l— O I_ I , ti/A2KOk[ W LL.; EtLEVA' rlOr THESE-THE UST FO BE - .:. . ! J PECTtviV _ ! i ROOF SHEATHING SEE PLAN Sd's O(„" O.C. EDGE NAIL SHEATHING SIMPSON A35 CUPS 2x ROOF FRAMING MEMBER EDGE NAIL CONT DBL TOP PLATE SHEAR WALL - SEE PLAN NU fE ; IF SHE�7HInIC� Dc>E5 t.ioT "'P ReA,tQ." C 7-0 P TES, T(+E.I CLIPS CAdh1 BE D DAND2 Ja IsT ROOF TO SHEARWALL CONNECTION 1" - 1 0 THESE PLANS MUST BE ON THE JOd SIT- FOR INSPE ITION SHM TrU STRUCTURAL ' FOUNDATION CIVIL K ENGINEERING °" I 1235 EAST 4TH AVE. 101 MC SQUARED SU►TE OLYMPIA,WA 98506 1NCORPO RATED (360)754-9339 Mrl MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT r Mason County Bldg. III, 426 West Cedar Street PO Box 186, Shelton, WA 98584 f, www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma (i 60)482-5269 September 29, 2006 CERTIFIED MAIL RECEIPT NUMBER: 7004 2510 0002 6282 5398 Robert Wold PO Box 2232 Shelton, WA 98584 Re: Building Permit Number COM2006-00038/Pareel 320311100070 Dear Mr.Wold, Staff members involved with reviewing your project met on Wednesday,August 30,2006 to discuss what would be required to approve the building permit so you may proceed with the repair of the existing structure located at 431 SE State Route 3, Shelton, WA. A building permit application was received on March 27, 2006 specifying the use of the structure`as commercial/industrial and that the purpose of the building permit is to request authorization to repair the structure so that it can be occupied by an unknown tenant. Referencing enforcement case number ENF2005-00226, the structure has been posted for non-occupancy on 7/26/2005 and again on 12/19/2005. Staff commented that 100%of the lower area is considered crawlspace and an approved building permit is reourred in order to change the use of the crawlspace to another use. Storage, other than a few motors,as discussed with L Waters on 2/25/2003, is not approved in crawl spaces. The parcel where the structure is located is zoned rural industrial,and is limited to the uses specified in Section 1.04.400 in the Mason County Development Regulations.A copy of the Mason County Development Regulatior s, dated February 28,2006,is enclosed. Other uses would not be allowed when a structure has been abandoned as specified Section 1.05.016 of the development regulations, which state the following: 1.05.016 Abandonment:reconstruction A.If any nonconforming use of land and/or building is abandoned,or ceases for any reason whatsoever (including destruction of the building) for a period of two years or more,then any future use of such land and/or building shall conform to the provisions of this Ordinance. Upon written request of the property owner, the Administrator shall grant one,one-year extension to the aforementioned o-year period. B. Any nonconforming building or structure which has been damaged or destroyed by fire, earthquake,flood,wind or other disaster may be rebuilt for the same nonconforming use only,subject to the following restrictions: 1.The restoration or repair of such nonconforming building shall not serve to extend or increase the nonconformance of the original building or use;and 2.A building permit allowing for such restoration or repair must be issued within two years of the disaster.Upon written request of the property owner,the Administrator shall grant one, one-year extension to the aforementioned two-year period In order to process the permit as proposed for commercial use,without identifying a specific use the following will be required: • Planning Department: Will require that all tenants apply for tenant review permit to confirm that the proposed use conforms with development regulations, rural industrial. Permitted uses include warehousing,truck yards, and contractor yards. Retail space is considered accessory use and shall not exceed 10%of the floor area. • Environmental Health: Requires an as built of the existing septic system be provided(drawn by a licensed designer or engineer).This includes tanks, laterals,D-box,depth of trenches and tank from original grade.All buildings on site and the original gallons per day the system was to accommodate.A licensed desi6er or engineer must address projected flows and waste strength for the proposed business. Additionally,satisfactory maintenance report is required(within the last three years). • Building Department: Will require that the structure be reviewed for lateral and gravity loads by the engineer of record, MC Squared as evidenced by structural calculations. Once the repairs are completed the structure shall also be inspected and approved by the engineer of record, MC Squared to confirm that wood members can support the loads for intended uses. The 2003 International Building Code(IBC)specifies that the live load used for a storage warehouse shall be designed for at least 125 psf and up to 250 psf,depending upon the materials stored. Our office has received a lateral analysis and design for retail space restoration. The calculations include a lateral design but we did not find an evaluation of the floor and roof framing. A site inspection performed on February 25,2003 requested that the foundation,roof and floor framing members be evaluated for gravity and lateral loads by a Washington State licensed professional. The design criteria listed in the calculation package used a floor load value of 100 psf which is adequate for retail space only. An evaluation of the post and pier foundation system and the existing foundation system was not included with the information submitted. In addition I did not find an evaluation of the roof-and floor-framing members, and as stated above, will be required. Our department will also require an evaluation of the foundation system including an as-built and repair details prepared and stamped by the engineer of record. Once the permit is issued the department will require that the engineer of record inspect the recommended repairs specified in the engineers report and confirm that all other structural members are adequate to support the intended use. A separate tenant review permit shall be submitted,approved, and a final inspection for occupancy before the structure can be occupied for non-residential use. • Due to the lack of fire flow to the site the fire marshal shall require at the very minimum, a monitored fire alarm system, fire extinguishing devices,and fire apparatus access to all portions of the structure,etc. As an Option,staff discussed changing the scope of the building permit for repairs and alterations only. This permit would allow you to proceed with the repairs, necessaryto secure the structure. To proceed with this option the following will be required: Environmental Health: • Requires an as built of the existing septic system be provided(drawn by a licensed designer or engineer).This includes tanks,laterals,D-box,depth of trenches and tank from original grade.All buildings on site and the original gallons per day the system was to accommodate. (Same as above) • A satisfactory, maintenance report is required(within the last three years). (same as above) • Permit to be conditioned that the structure can not be occupied for any other use then residential.Building permits for change of use will be required in order to occupy commercially. The permits must issued&inspected by Mason County Community Development and Mason County Health Department. Building Department will require that structural members be evaluated for gravity and lateral loads as specified above. Once the permit is issued the department will require that the engineer of record inspect the recommended repairs specified in the engineers report and confirm that all other structural members are adequate to support the intended use. After you have completed the repair work and the engineer has issued a final inspection report a final inspection of the building permit must be performed by a Mason County building inspector. After you have received a final occupancy inspection by Mason County, when you are ready to have a tenant of cupy the structure, a separate building permit shall be submitted,approved,and a final inspection for occupancy before die structure can be occupied for non-residential use. Compliance to all the issues identified above along with additional code reginrements required by codes in effect at the time the permit is submitted will be required. In addition,documents must contain a floor plan showing the intended use of all rooms, compliance to all life-safety requirements including egress,and accessibility to persons with disabilities. To complete an engineered analysis, your engineer or architect will need the following information: Snow load: 25 psf Wind load: 85 mph,exp`B" Seismic zone: DI Revisions required as a result of the engineered analysis must be transferred onto building plans. Return two sets of revised building plans and lateral calculations with the requested information. For reference a copy of Table R301.2(1)�indicating Mason County climatic and geographic design criteria is enclosed. Please let me know if you would like to proceed with the option specified above. If you choose to proceed wnh the original building permit staff will continue to hold the building permit pending receipt of information requested. If you choose to follow the option we will make arrangements to process the permit when the requested information is received with applicable conditions. If you have questions please contact one of the staff below at(360)427-9670: Debbera Coker: ext. 510 e-mail: dlc@co.mason.wa.us. Trish Woolen: ext. 554 tw@co.mason.wa.us Craig Haugen ext. 273 craigh@co.mason.wa.us Larry Waters ext. 285 law@co.mason.wa.us Tarum Clark ext. 295 tammic@co.mason.wa.us Sincerely, De ra Coker Mason County Building Department Plans Examiner word/com2006-00038#2 Encl: Mason County Development Regulations Chapter 14,Mason County Building Code Table R301.2(l),Mason County Climatic and Geographic Design Criteria Policy:Requirements for Obtaining EH Building Permit Approval cc: Tammi Clark, Planner III Larry Waters,Building Inspector IV Craig Haugen,Fire Marshal �.T.risl3Woolett,Pemut Tech II