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HomeMy WebLinkAboutBLD2005-01441 Final Pole Garage - BLD Permit / Conditions - 6/15/2006 w Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext. 352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2005-01441 OWNER: MATT CALDERWOOD CONTRACTOR: TOWN & COUNTRY POST FRAME BLDS 425-743-1555 LICENSE: TOWNCPF099LT EXP: RECEIVED: 8/18/2005 SITE ADDRESS: 1241 NE TAHUYA BLACKSMITH RD TAHUYA ISSUED: 12/15/2005 PARCEL NUMBER: 223305000264 EXPIRES: 6/15/2006 LEGAL DESCRIPTION: HAVEN LAKE TRS 263-264 DPC #00-24 PROJECT DESCRIPTION: DIRECTIONS TO SITE: POLE GARAGE - STOCK PLAN #2003-0040 BELFAIR TAHUYA RIGHT ON TAHUYA BLACKSMITH, FIRST PLACE ON RIGHT (2MILES) "A" FRAME HOME. General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: V-B Type of Use: SF Insp. Area: No. of Bathrooms: Occ. Group: U Lot Size: Deck: Type of Work: ACC Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building: Garage-Detached 864 Valuation: I Building Height: 16 Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline & Planning Information Make: Length: Ft. Front: E 141.0 Ft. Shoreline: 107.0 Ft. Water Body: STREAM Rear: W 112.0 Ft. Slope: SEPA?: No Ft.Model: Width: Ft. Side 1: N 62.0 Ft. Shoreline Desi g. Not Applicable Year: Serial No.: I Side 2: S 8.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee CMH 8/18/2005 $67.04 B12005000 Planning Review Fee CMH 8/18/2005 $155.00 612005000 EH Plan Review CEW 8/28/2005 $35.00 612005000 Adjust Plan Check Fee MEC 9/1/2005 $32.96 612005000 Building State Fee MEC 9/1/2005 $4.50 B12005000 Building Permit Fee MEC 9/1/2005 $335.25 612005000 Total $629.75 BLD2005-01441 Please referto the following pages for conditions of this permit. 1 of 3 CASE NOTES FOR BLD2005-01441 CONDITIONS FOR BLD2005-01441 1) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal roved documents will result in failure of required building inspections. X 2) The"approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the "approved" site plan is not on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged and shall be collected by the Building AK ment prior to any further inspections being performed or approvals granted. X 3) The internatioanl code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150' from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads ect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X � 4) This structure is limited to U-occupancy use only(private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the internatian es and Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved. X 5) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged an��e collected by the Building Department prior to any further inspections being performed or approvals granted. X 6) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocat� X 7) Proposed structurr��rtions thereof, must maintain a 5' separation distance between adjacent structures and that furthest projection. X `�� BLD2005-01441 Please referto the following pages for conditions of this permit. 2 of 3 • 8) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building ad Inspector sh �* made prior to requesting additional inspections. X 9) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason Co ,°rdinances and building regulations. X -/��// 10) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder action from being taken. No more than one extension may be granted. X �J 11) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, X nnectorS an shing. Install metal connectors approved for contact with the new types of pressure treated material. 12) Approved pe, sions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 13) Water qua it t to be degraded to the detriment of the aquatic environment as a result of this project. X 14) Prior to final approval, all upland areas disturbed or newly cre y construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended fora period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and struct e for r view nd inspection. OWNER O GEN . _ -� DATE: `e- I BLD2005-01441 Please refer to the following pages for conditions of this permit. 3 of 3 U o CONCRETE MECHANICAL MANUFACTURED HOME CD o Footings I Setbacks Dale By Ribbons C) Date I"C Cc' , By Gas Piping Date By Foundation Walls Date By Setup Date By INSULATION Date By BG 1 Slab Insulation Floors FINAL INSPECTION Date By Date By Date By FRAMING walls FIRE DEPARTMENT Date By Date By Date By PLUMBING Attic OTHER Groundwork Date By Date By WALLBOARD NAILING Date By D.W.V Date By CD Water Line FINAL INSPECTION i3 Date By Date 45 (_CrGG By Date By e Type of Insp. Pass/Fail Request Date Inspect. Date Done By Comments a CD a N � - u+ o O o 4 O 05 CD � D 0 Suits C-1*21 ff19"ea-Lynnwood IVA OGCW7 Ml P of re Check Albr Doing She Plan: �Septtc Brad drairdreld La ¢e Dnaw North Avow it Ca ft(�2s)xse 4fr wyerh,p:t7s3)tscasso2 r di►nenslcns 91FIRavaton a!MtP7M=FR7AMIEB ExfsCn hur7din Sawer litrteaproperty FAX:(425)742-OM Tag Frw:1-SDD-e24-M2 g buildings Setbacks of proposed 8 exisdn baiidi + s &PrO ed building P°p 9 ❑Bodies of water Conarecrc�> r.towloCf Fae9lT p� 9 Main roadwilhrteme JFloorplan (QUOUi a GnFutweDoends On it.— Easements Access to proposed baildrng [�Stop"6 Contours(5'increments) .lob Name: MATT CA�D LJ 007) Job Site Address: .� ¢ TaxAccounl* 2,;133o So o UAG`f LegalDescrrptlon: If ll/AAR Q IS v W cn JNl0U�8 3H1�O N011O3rOH d x rr; ' , 1S3HanA 3H1 W02i3 U 0.V I r 03unsv3W Say SHOy813S lid a - Z- 8 -n5 � i •�NINNb7-j C C: A 0.0 010, 1' CO 0 0o 6AA,,pL bCk \1Rwn p 0r; Y , t z Tr C / --- - Y m ` r e. j A p1L `I ISTr �((, -P^\)rL ry1STrt d ` � � d n I / PptvAn r � � wt1L -'AR � c isTlnJG3� �C�O?v5ttb / GQ2A[-•Tb D>=hp�fStlE� ) IIE-ff-%TIPI& GP++vrt DRNVtWAY cn 1 � . r Go Z�$•Cf t -- o•o +3,0 +2.0 FFIZ CNUCI''K JAc_CO, 11 CouNly FLANt•1)7R t OP 'Tp 'BUIL-b �UTZS'l E� ISTftI (� FO[)T•t'AIFIT Or Ey IS-I`1XIG CIAPAGt Tt� P�Z T)�EN 0t_11;p FT�k�TF� nD�1t.JG ,VFW SUIL-DOG 5r BAST 1> M m rJ m tJ a Y X - DETAIL 7/2 (OR) METAL R0Of1NG PER 1 1 DETAIL 8/2 W/ NOTE 4, SHEET 3_ NO POST. ME GAUGE) 11 DETAIL 6/2 7� �^ I I '7 3 12 DETAIL 9/2 4 (MAXIMUM) ° I I " . qT7TTT) S 11 / PER SCHEDULE AIDEWALL POST U z�• I 1 I) RAKE BEAM PER N m SCHEDULE F FWD r I I 1 1 I I DETAIL 5/2. (SCHEDULE OPTIONAL EAVE — \ E g / INTERIOR RAFTER ETAIL 2/2. a-- I I FF AT ~ OVERHANG PER PURLIN PER DETAILS PER SCHEDULE G. _o 3/2 do 4/2 AND SCHEDULE D. III II POST PER a SCHEDULE A. 0 0 I I I I DETAIL 12/2 W GIRTS PER INTERIOR POST PER w c' _ I I � I I SCHEDULE K. � tuolav�� o I 1 z MAY SCEDUULE B P 29 GA METAL NOT 'D AT _ Z rn I I w I I WALL CLADDING DETAIL CENTER 0 , W U na w I( o I I SHE NOTE 4, 13/2. SHEET f3. N b F P�ERSC SCHEDULE B. I I w OPTIO CLADDING FLOOR a Uj I I o PER NOTE i11, \ Z o I i zd I I SHEET 13.) CD to � z 0 O INTERIOR FOOTINGS IIII I I I a_ Z PER SCHEDULE P III III AND DETAIL 16/2 M I I I I I I I I I I III I 1 1 OR PER SCHEDULE W I I I I I I W M 1_1� u _I 1 J AND DETAIL 16/4. 1-1L1 J U INTER SCHIOR POST PER SCHEDULE K. I II II FOOTINGS PER SCHEDULE H AND z I I I I I I SCHEDULELUTAND DETAILL 16/4 2 OR PER POST SPACING POST SPACING FOR SPREAD FOOTINGS. a II it SPAN U r II II IL Y TYPICAL SECTION THRU GRID SYSEn TEM iII II 1 0 I I Fuil truss engineering must F X' DETAIL 8/2 be avallable on site at o BLDG. LINE Y X framing inspei[o>� yE APOST (TYP) BAY SIZE 1 1 BAY SIZE BAY SIZE METAL ROOFING PER \ b NOTE �4C-SHE 12 (14' MAX.) (14' MAX.) (14' MAX.) (29 GAUGE) 7S' ;;Z7 4 (MAXIMUM) 'AUG 18 200 SIDEWALL LENGTH PURLIN PER DETAILS 3 2 FOR MAXIMUM SEE NOTE 1 do 4 2 AND . s�HEnul>I D. '1 3ELFAlR QFFIC' r78. 4�D(�csS. 1 THESE PLAN D MUST BE O ON THE JOB SITE PLAN 74• Aeproveb MANS DETAIL 2/2. TRUSS 6 /7te PO SCHEDULEPPORT _C AND DETAILPER 1/2. TRUSS BY OTHERS FOR INSPECTION. F ASy� POST PER SCHEDULE A Al GENERAL NOTES29 GA. METAL W / Eby C� WALL CLADD NNG GIRTS PER DETAIL 12/2 Z Z 7• v• 2 3 t L ANY _ Q gPER NOTE �4. �� 3a_ 3 ( • 3 .S6 L 3• `f 1 SPAN I MEETING THE REQUIREMENTSFOF THESE�PLANS WHERE LENGTH AND �� 9 V r� (OPT�ONAL CLADDING O RATIO OF LENGTH TO SPAN IS EQUAL OR LESS THAN 3. (S Q V PER NO 111, �g.'?� • s> �� SHEET 3� _ DETAIL 13/2 � ('FLOOR 2. SPECIFIC BUILDING DIMENSIONS, WALL OPENINGS AND ACCESSORIES TONAL I Z W ARE INDICATED ON PERMABILT BUILDING DESIGN SHEET. (ATTACHED) O Cn 3. BUILDING MAY BE A COMBINATION OF CLEARSPAN 1 Q AND GRID SYSTEM SIMILAR TO PLAN. EXPIRES 08/20/06 1� ' / ( I I \ 1 < 4. CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. SEP 3 0 2004 I I I I I FOOTINGS PER/SCHEDULE H UNHEATED �' SCIHIEDUELELUTAND DETAI2 OR L MUST MEET ALL CURRENT �� � �� FOR SPREAD FOOTINGS. WASHINGTON STATE CODES N G STRUCTURE SPA" SUBMIT CHANGES FOR APPROVAl1 sheet PRIOR TO PERFOWAING WORK X TYPICAL SECTION rTHRU CLEARSPAN � 3 VNIELS 2.a a=./ 3-1Id CrtP.) t SNPSWI Not AZY EACH tw a 4'c! - O PfX!/40 LDHO LED OM 10 eDOmtd � moor MM4 SCRtW7 K 1BH• s- Iw PER 1w.r+ f„►a td ttar Pvtl ssatns R RAKE tHAl2 FOR UA PER FOR PLMM PER - K RACE aENI PER ROOF PANEL �ppt 1HOT[K 24•YP3.' IIQR K PU"PR SCHCMILE D 1w AT POST �L rP" lit ad AT F MR PER B W o WH sDE 2.a RDCC MAL To I'-a.W LAP W EAWT att •I iRllss w 2-1 - P w/e-IM w/}1w ,HAL Ot�PU ill m EACH PMQi{ }tw EACH rVLN 3-iw m tA01 MIDI e o.> WALL►WQ / • // ' Rtc9c�TRL53 w/2-IId —� I � I' tw D.C.SWUM °,v v C PION WMScxm M cBtr •I / 2..�/IASCN I// - 4-tw(T1►J4 'tv sa IRt*J,w s-Iw R,PJ wt Pu m ro roan 'I PLRBN to- RUM ro P _f ttAHOt rot DETAL 1/2 u csErat P1xsr) P,AttN tw RAPS ro POST. 'n SiPSC11,4TStI 1w w11 uoH P..TO ,«AT Commm P.M.) i 2d LaDRDur EACH 'a E10wALL BLOCL OLTT SfO" 2.LEDGER Pa 22LIDCTOt Pf71 amn SCHCOU�C � SIDE CT POST '� • °1 T A' 1 L SCHUXtaEk w/ 2 a tDOt 1V tROI/l IMt.ro BErNI w/ N'IKni�Pm7.�M TO SUM"MISIa S�Y19 FOR ANELn O was TR= 3-1w CACH CW W W• POST SIAGWA OL IML�%12--lad STAGIO ED.� �taa AT 1COWER POST a-tw A7 cwoa t POST. (3' 2■RCCc EACH Si1W a DOMALL CRT PER "1 1•DK ( ) ) me OF POST w (7J tOd= I AS S)CMM DR 6/J 11'CTH m 1M7C1 1HALS a POST K BOLTS POt .7 1/4'tGIO L'CI oo a tA/ 2 s e aIDOC E h I m E. c Past: ..aDot a(� ,w,A �sTta mew so�E c Q Posy sotalE. _ SLOPE. 11 xxDLA�i. •/I-1Hf6 e FOR ooLelt 3' °�M w i�u°POST 2=n.�c.HOH snt ttaln oR RA1EA Y n. PCMT �w/6-Iw HM•LS %U • rm BQM SPtl'E CaPL:FA11C0 I-1tA11 - POST SO4C LEA -lEL. HALL/»ETAS ro WTCH tw HHAL3 SPEVED At1DIE ARE[pLP�jLT STMCMa•t3,MEA ,:X.c1f S-VPCK.S ' MOTE}4 I 4 BLOTA SS MMT BE 0-131'CK 3 1/4 ONE NRT BE USED AT THE PNa�AW \ WALL PANELS Pt7t DOUBLE TRaSFy LOWO!%014 ACpO,tWl R ADpQ�MIK NOT t7RDdO m MOTEµ OR/,I WOE3T DWi7�l MAR.►Ete CONICigN ORI7f l0E-MY. ATGCI TO VIDE31 wow or WIDEST of POST U. A. DICKA L POST DOw4LL POST p of MST 11Ma v Q_SECT, AT EAVE WITH OVERHANG QSECT. THRU PUR IN AT TR / t TTra 4 10E DETAIL ON AT RAKE c°- 2 r-rd 2 r-rd 2 t-td 2 cuo,cHAH>J MY WON 24'HAL. RODE PANEL Stet 1/VIDOC ►Alfl SCtL.'S FOR SCRPRS FOR RAKE - PANEL NQ SI2HLWS AS RAH BEiW PCR HAIL BEAM PER MOTE/4 3-1w PR LI w/,Od°s FOR 94M BEAM /4 2-1w TCDOL EACH y,R RLDCCHa SAY tIUTH 24'WX TO 3-,w PURN HW..S PORN m EACH RAIQ ►mw 10- SCE P� RAFTER PER S-tw[ACH RAFTER m UHDOf(TYPJ METAL ROOFING 4-1HM O EM.7H 2.I tanauo m DOR4IL (S+uE 3-1w w 3-1w PLY 2-PLT.) SCHEDULE 0 EACH OsixNLY F — / 4-iw FA011a®! AT CCRMG ro BLDot TO TR1153 PLY Qi7 i -i'L7J EACH SIDE r PAHQ sarRs - .I I• •; ".I.N J TOP CORD MAJI SEAM PER uE1o�rc µ,utr I' •I .I I• •I N ] tE FT 2.4 rA1CA 2-lw iCEM4L PA14 lO�S w/r1w TR8�3 N SAL[AS FOR GIRT •I I• I• •I DCsaL PVSi o-1w RNo[70 D'OWALL PR 1OTE K I LQI! PER T s ax WHEN Swu POST FOR cowm& w RAQ. TRYSS 2r FASM SGEDUU 0. I• •I TOM RNa ALLOWED (S-1w FOR SN=SPAN w/3-lad vl AW AT CCIRIEA POST,)(M.) DCEALL POST DOM IM CHORD 2 KDCK ww EACH 5"m 80.n PER ^ 1 rNns ■BLOCK /wmH (� J TWAS ImMLbvjcm MT.(TTPa MAILS RAFTEIMR� 30[DUI a t t t t Lr sae A wvl PAHEls t sPOSTWATCH Pau.worn ro _ e<Dac S=m cuTifanLa RAFTERS mu" W1C4 POST on PER SC MLLE a �Z MTEAICt 4.BLCM FOR SCEDLE R BUD m NATO" �T PER R DOUBLE dJTETi OR CAM INLEYC HFD DORALL POST 1 I ._ MIQ NEW BHOQ7 Df.CIST U Cf OL bHOtALL POST ILIIA of 0 D47MLL POST 0. R 2 SECTION d �SECTION AT ENDWALL W/ OVERHANG � 2 r-1 a 2 ,-1 d �R1DGE POST/RAFTER CONNECTION �1 NO POST RIDGE CONNECTION c- t•'t'-d 2 1•-t'd 2 1•-1•d � B 1w E1ol me w11 2�T � m METAL H1oor o-tw 1LLIL tto°rt ro oanw o g rL7 au■2-KY TMIHEX w/10d e r M4tTTc N -'MM WHEN LEAN-m TOE M1a T--0atf S n1RHN MHAN slDrE ro Pose w/3-,w ,,,o 3 K Ort7BMNa• ¢ D® WEN LEAN m a LESS /SLOPE a ICJ POST MOTE:it"a WALL PANELS . USID PER DETAL 2/2 TWA SLOPEDaa- —POST FEW r "RAVE}4. kbu H s �m Tx W7 NOT RE RWb LB=M FA3 dt OIR POt : BIGCc m rl7OH ; 3 SETA K MAIL 10PCSF W it �0 PQSA'f BOtll SEDGE o K ELL[am • "Mr RT►J R SIAA MWJD m POR R/S-1 tw wKL aAoo.o <3 °to°A: � t . Tx SCRAP Od.,-1/t \ FEW 01 II fL K . �.- — MYS PER M_ UM CM f 2I ..T.DBIE _.`;t:' A �(imp MOIL EACH = TWM ANCHORI 4 OUA PER •/4 1a R�DC1[S W UON H WTDt PER O Al'UBWE G". n I sbrssON 11M Ir I oE'TAL, POST mArnm AM MSCHADUet a •/lw WLS I iDOIRC J SELTE7M A-A or Nl�/c6'T. EACH Sm or POSL J n O ` •3-tw EACH aBR O 24'4G 1w AST MCJ10 I I =AM MWL «J 2.aaOt EACH KAMM PEA � O ` a/4•a Ban FEW TIC ST�� � ��� I (n'P-) IF SEE OF LOSE w/LLCM SCECLA.E a RM"[R SPAN/yp �'(�C�O�1 q I FtOd �t7HOn Oat 10 Ia001/03T. ^(1)WILY POt 3/4 ► TB S>ODWL►CST 2.9 a¢ FAGS OCFlT(1 AMCHCR A 4 ■DCt MR. SCQl1E a w/ 0.01,0•SPAN WL w/3-10d FOR 10575 4-1w DoUalt awmeL 2-16d WH SM (1)aCOCt aDOLT PER -- SGmLE l Bortw taRr 3/r RAAM m MALL PANELS r01 POST PER SCSEDLI.E A 2 BLOCK EACH TE STRW O�ItT3 10.Tltk f 3� Siw t�TO CIF Sn FFDEL1 mom H aR/It s[i OF STUD POt IQ CWR THR1 AND ' I 1w•tr as }----{--�VIEW CNADMSM HAtCH 1,HOtH FOR COWL IxDTFIHa11 l Hi iY ans- USE P.T.OTFFvLLLWMD1 W°CfS A�� PO7�� •�nC °M mm WT Or POST LIAO. 4* R SEE a. e-tcva 9 SIDEWALL P057,RAFTER CONNECTION LEM- 1 I AL EgVE GIRT r Ulu PANELS 2 t'-,'-0. ,•-1'-0' 2 r-,•d SPLICE ©WALL GIRT DETAIL t I 2 r-r D 2 "-C-a' (2)ba aL=KTREFII z z OF Po3T. (m° 1 T�ro� w m a"a IDVl P I 1w FROY �N WR16,WL R.O'=POSE I I SHDOOY1 POST) CONNECTION)w/2-tw �E°dAUt' �MPa.s AM TXAS/P= 1 O (TV-) a 4—StAGGERM / \/\\l DETAL,/x .RAr STRAP Oyu //�•� DIR,BLOCK �/ ff:-: 'Q.-•, \ FOR RD.IG3 MATH j /Lu 'Y _••- \ A DOMCtFR SAA THE 2=4 T�YRF aMP9JY 4EfIIf16 i RIal1 D0 TON EA.—/ V/ _ .� OPM tY or SOIL FILL P OR,WTEX(TM►J C '/' Q POST0 sa FxY. 2.B BRACE./(3) Cam• ` !!1 DAL 145L5 r 0-C s,m STRAP) Iw TDtwas FA SIDEL.LJ P0.5T Posr MCO SCRM AT(�E/At(a) W Oet.RDOt - Q Wr I1rAn,wi YIX FILL! 1 24'4a; BOARD TY►E V /Rt;'WOOD DHL>�tA7 yam: - �:9_`: COMPACT,OM USE 6dD A2 01aQ W1HEitE LEMOIfi OF BRACE O W L PDt —J• ——— — ———-�• tat w maa DR E%CgVS S'-6-ADD FLAT 1 SIm S1RM tHALL BOA,®HI1I.3 T-Cltf•24.O.a T BRACE M OF LOOGTH -a 12-ISM tOTK r�Ot,HOME eta OR EOWL e r aG. SEE DEDVC t2/x 1� FOR T aBn WLlla 1w a test 19969 / \ F 2.4 m eoo wu POST ./:-,w FAQ M i I 2.4 T -4'.. i�-.:`.ry. QCONCA01 PAD 70 tF-tw \ \ \\\�\ i OL4COlMl .�/ 21AK2 1 1/`/ �/r t C0MO1aTE'Q ELEVATION �!�\ � �.\GC�' wP�Ec�l ra i G aHACE�o RooF I4NAL WEE on/1, ; Pat scmcxtz 1 (S)sA4Pstw SOS X.3,.coo SCRM M AND P i X.MDT K Wala. SPA PR 80REDY EAG1HMMS a IRES 08120/0 WAYi 6 STRAP/POST CONNECTION - EXP 2 1-1 O I SE P 3 0 2004 3 SIOEWALL POST SCHEDULE ENOWALL POST SCHEDULE w/ BRACE PER DETAIL 20/2 TRUSS BLOCK BOLT SCHEDULE ~ O0 A ALL BUILDNG WIDTHS TO 40 6 ALL BUILDING WIDTHS TO 40 C 3 4 • MACHINE BOLTS W WASHERS 1.) ALL WORK AND MATERIALS SHALL CONFORM TO THE 2003 IBC (INTERNATIONAL BUILDING CODE). o CONTRACTOR iS RESPONSIBLE FOR ALL METHODS AND MEANS. BAY EAVE HEIGHT TRUSS SPAN EAVE HEIGHT WIDTH WIDTH 2.) TRUSS DESIGN AND FABRICATION SHALL. CONFORM TO THE 2003 IBC (INTERNATIONAL WIDTH 10' 11' 12' 14' 15' 16' (SPAN) 10' 1 i' 12' 14' 15' 16' 20' 42V30' 36' 40' BUILDING CODE). ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR 20' OR 30' 4x6 4x6 4x6 6x6 6x6 6x6 THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON.4x8 4x6 6x6 Bx5 6x6 22 2 3 TRUSS BRACING SHALL BE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWING. 12' 4x6 4x6 4x6 6x6 6x8 6x8 4x6 4x6 6x6 6x6 6x812• 22 3 33.) BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING 4', 34' OR 36 4x6 4x6 4x6 6x6 6x8 6x8 LOADING:4x6 6x6 6x8 6x8 6x6 23 3 4 SNOW LO+LD: 25 psf WIND LOAD: 85 MPH, EXPOSURE B. 4x6 6x6 6X6 6x8 6x8 - NOTE : ALL CORNER POSTS 4X6 - ORIENTATION SEE DETAIL 1/2 Snn REAPING- 2000 PSI OR 1500 PSI NOT CRITICAL EXCEPT IF ADJACENT TO 28' OR 40 4x6 4.6 6x6 6x8 6x8 6x11 (PER SCHEDULES) AN OPENING THEN WIDEST DIMENSION SEISMIC DESIGN CATEGORY E OF POST IS TO BE PARALLEL TO THE : THE WALL OPENING. WITH Sa - 150%g MAX.- v° POST MATERIAL- 6x— HF/2 ROUGH POST MATERIAL 6x— HF12 ROUGH PURUN SCHEDULE 4.) METAL PANELS SHALL BE BHP NOR CLAD, OR EQUAL. HAVING 80 KSI MINIMUM YIELD EAVE HEIGHT BAY SAVE HEIGHT (`U�r�! STRENGTH. ROOF PANELS SHALL BE FASTENED WiTH #14 x 1-1/2" SELF TAPPING suOIGIAaJ BAY WIDTH SCREWS AT 9" O.C. ALONG EACH PURUN AND EACH RAKE BEAM AND 12 STITCH SCREWS WIDTH 10' 11 12' 14' 15' 16' (SPAN) 10' 11' 12' 14' 15' 16, AT 24' O.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED W 19 x 1-1/2' o2X6 UN/SPACING SELF TAPPING SCREWS AT 9' O.C. ALONG EACH GIRT. SEE SHT. 1 FOR METAL GAUGE 10, — — — 6x8 6x8 6x8 20' OR 30' 6x6 6x6 6x6 6x8 6x8 6x8 O 24' O.C. 5.) LUMBER SHALL CONFORM 70 THE FOLLOWING U.N.O. ON THESE PLANS: 12' — — — 6x8 6x8 6x10 22' OR 32' 6x6 6x6 6x8 6x8 6x8 6x8 ZX4 THRU 2X12: HF NO. 2 STRUCTURAL POSTS: 4x6 HF NO. 2 S4S 14' — — 6z8 6x8 6x10 6x10 4', 34' OR 36 6x6 6x6 6x8 6x8 6x8 6x10 6z6 do LARGER HF N0.1 ROUGH SAWN k AS NOTED 26' OR 38' 6x6 6x8 6x8 6x8 6x10 6X10 O 24' O.C. BLOCKING: HF STANDARD AND BETTER L i � 28' OR 40' 6x8 6x8 6x8 6x8 6X10 6X70 6J EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED FOR 0.60 pcf RETENTION J _:3 0 IN CONFORMANCE WiTH AWPA C15 OR C16. ALL OTHER LUMBER IN CONTACT WiTH SOIL OR CONCRETE, OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED FOR 0.40 Pcf Q In Z RETENTION IN CONFORMANCE WiTH AWPA C2. NAILS USED WiTH PRESERVATIVE TREATED F- L�.I DFL NO. 2 O 18' O.C. LUMBER OR BELOW GRADE SKILL BE GALVANIZED. 0 U Z O 48' O.C. + (2) 2x6 N Q ' O.C. (ALTERNATING) 7.) BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT U.N.O. 8.) CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 25M psL SPECIAL FF RAKE BEAM W/ OVERHANG SCHEDULE f RAKE BEAM SCHEDULE INTERIOR RAFTER SCHEDULE INSPECTION IS NOT REQUIRED. r' GRID SYSTEM 9.) BACKFiLL FOR EMBEDDED POSTS SHALL BE GRAVED SANDY GRAVEL OR PR RUN W/ 4' MAXIMUM SCREEN SIZE AND DRY ENOUGH TO BE COMPACTIBLE. COMPACTION SWILL BE ■ BAY BEAM SPAN BEAM SPAN RAFTER SPAN BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT ` TO EXCEED 8 WIDTH10' 12' 14' 10' 12' 14' NWID 10' 12' - 10.) STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL o 'c (2)2X10 (2)2X10 (2)2X12 2X10 W (2) 2X12 W/ 10 (2)2X12 (4)2X10 11.) 19/32' T1-11 OR LP SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG o 10' 22. X6 LEDG 6 LEDGER ENDWALLS AND SiDEWALLS. SIDING.SHALL BE NAILED WiTH 6d COMMON OR e (1)2X12 D(12 Fif N0.1 AT 14' BA 10' (2)2X10 2 (2)ZX12 2 (2)2X10 + GALVANIZED BOX NAILS AT 4" O.C. ALONG PANEL EDGES AND 12' O.C. IN FIELD. X10 (2)2—0 (2)ZX72 `A/2 DETAIL SA/2 DETAI (2)2X10 SCABS ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS SHALL R2gXl2W/2XS (2)2X10 2 HF N0.1 (4)2X10 BE EDGE NAILED WITH 6d AT 4' O.C. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. p '� X12 2X10 SCAB r Q 12.) CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. x10 2)2X12 H.F. NO., 12' (2)ZX70 DFI N 2)2x1 N0.1 (2)2x12 + V1/ (2)2X72 SCABS 13J NAILS ARE COMMON WIRE. UNLESS NOTED OTHERWISE NAILS INSTALLED IN — SCAB = (2)2X10 DFL NO.1 y�� PRESERVATIVE TREATED LUMBER TO BE GALVANIZED. a BEAM � c ,2 (2j�in z1 sc,es (4)2x 10 z FOR THIS ALTERNATE THE RAKE BEAM SGe 14' (2)2X12 DFL No.2 (2)2XIo DFL NO.i + (4)2x10 6 TO HAVE NO CANTILEVER SPAN. B SCAB O f W (2)2X8 SCABS F INTERIOR POST FOOTING SCHEDULE CONNECT SCAB AS SHOWN AND GRID SYSTEM USE DETAIL 50/2. tOd O 12' O.C. ALL BLOCK BOLTS 3/4' '� ] 9 (STAGGERED) FOR SPANS WITH NO CANTILEVER, SCABS H0sI�POST FOOTING SCHEDULE ARE TO BE 8'-0' LONG MIN., CENTERED ALLOWABLE SOIL BEARING — 2,000 psf SEP 3 0 2004 IN SPAN AND ON RAFTER, AND NAILED TO EAVE HEIGHT NAL Pr,FTER W/ 1Dd AT 12' O.C. (STAGGERED). ALLOW SOIL.BEARING - 2,000 psi FCR SPANS WITH CANTILEVER. DO NOT USE SP 10' 12' 14' POST EAVE HEIGHT 1 SCABS. USE DOUBLE THE QUANTITY OF MAIN SPACING K GRID MEMBERS. EAVE GIRT TiE STRAP 10' 18' dia. 18' d o. 18' dia. 10' 11' 12' 14. 15' 16' M 12' dia. 18' 24' 10' 24" dia, x 24' da. x 24' da, x 24' dia. x 24' dO. x 24" dia. x SAVE HEIGHT 14' 18' dia. 24' dia. Ljj 4'-0' DEEP 4'-3' DEEP 4'-9' DEEP 4'-9' DEEP 5'-0' DEEP WIDTH 8' 12' 13' 15' 16' TiE STRAP PER DETAIL 0 ft LENGTH 12' 24' dia. x 4' dia. x 30' dia. x 30' dia. x 30' dia, x 30' dia. x y: 4X6 Y 4X6 Y W NO TiE BLDG. LENGTH LS ALLOWABLE SOI 11,500 psf U 4'-0' DEEP '-3' DEEP 4'-3' DEEP 4'-6' DEEP 4'-9' DEEP 5'—O' DEEP 10' 4X6 4X6i—dw 616 12' 6 x 4X6 v 4X6 r 6X6 6X6 20' 36' TO 6 ' 5 POST EA EIGHT z (n 14' da. x 30' dic. x 30' diO. x 30' dia. x 30' dio. x SPACING 4'-3" DEEP 4'-0" DEEP 4'-6' DEEP 4'-9' DEEP 5'-0' DEEP 5'-3' DEEP 4X6 4X6 z 4X6 Y 4X6 Y 6X6 6X6 24' 39' 40' 72 6 10' 12 14' m HQM- DEPTHS ARE TO TOP OF CONCRETE s THESE POSTS TO BE BRACED PER 28 43 B4' 6 10 18" dia 18' dO 4 dia. Q ALLOWABLE SOIL BEARING - 1- psf PAD OR BAGS OF MIX. DETAIL 17/2 OR USE 6x6 POST. 32' 49' TO 7 1 18" dia. 24' dia. d a. POST - EAVE HEIGHT 36' 2' MAX. 53' TO 108' 4' 24' d a. 24' dia. 24 SPACING 10' 11, 12' 14' 15, 16, ALL FOOTINGS 4'-0' DEEP 40' 57' MAX. 58' TO 120' 9 10' 24' dia. x 24' da. x 30" dO. x 30' dic. x 30' dia. x 30' dia. x NOTE: NAIL QTYS SHOWN ARE EACH 4'-3' DEEP 4'-6' DEEP 4'-6' DEEP 5'-0' DEEP 5'-3' DEEP 5'-6' DEEP SIDE OF SPLICE. 12. 30' dia. x 30' dw. x 30" do. x 30' dia. x 30" da. x 30' dia. x 4'-3' DEEP 4'-6' DEEP 4'-9' DEEP 15--3- DEEP 5'-6' DEEP 5'-9' DEEP Lshaet4' 30' dia. x 30' dia. x 30' dia. x 30' dia. x 30' dia. x 30' dia. x 4'-6' DEEP 4'-9' DEEP 5'-0' DEEP 5-6' DEEP 5'-9' DEEP 6'-0' DEEP TovVlt lY Oleo Suite C•16521 Highway 99•Lynnwood,WA 98037-3161 POST FRAME BUILDINGS Everett:(425) Headquarters: Puyallup:(743)840-9552 Building Design Administrative Headquarters: (425)743-1555 t „■r FAX: (425)742-4378 Toll Free: 1-800-824-9552 Contractor's Lic.p:TOWNCPF099LT Quality:Our Future Dependr On It.- OLEASE CHECK FLOOr ri R PLAN oll-up doors fit in Bays Wind MPH Draw North Arrow in Circle Roll up doors will not hit Truss Wind Exposure Roof Pitch Eave Height Snow Load Minimum Clearance 18 OlZP- AAto 3 s R3 3 na' I to X q I�.x V� -'- - {,rt►'19ov► i 1h { t tt i - f I , 1� - -�- - - it I I t i 92 r 1_ ,Y CD y�,3litr s`i,"W"M SilAb .t N It,ms.H IZ _. __ -1__._ .__ .._. r W fTH F 1 b C i'yt Zft1�l' sn p! h I. i � 1 E V E D 'AUG 18 2005 - BELFAIR OFFICE - 3t 13 9 -- I (16 i BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract are shown on this drawing and vice versa. Customer Name: Lead# Customer Signature w�io_e 6606V,4-0� QN1VII LV. Suite C•16521 Highway 99•Lynnwood,WA 98037-3161 POST FRAME BUILDINGS Everett(425) Headquarters: u1 Puyallup:(743)840-9552 Building Design Administrative Headquarters:(425)743.1555 — �— * � FAX: (425)742-4378 Toil Free: 1.800-824-9552 °n°10N0f �'��`— Contractor's Lic.+f:TOWNCPF099LT Quality:Our Future Depcn&On It.' OASELECHECK FLOOR PLAN oll-up doors fit in Bays Wind MPH Draw North Arrow in Circe Roll-up doors will not hit Truss Wind Exposure Roof Pitch Eave Height Snow Load Minimum Clearance teN ovt.R,E�N6 � _ • Ttt�t v-; , t — i 11tt11941i► y - _- i �t r^r- 1>M - ' oRlD � , NSR _.{Z_ 17� 1"Z 12 - h f7l - 8 205 l ' BELFA of _ _._ F/Ef .__.. 3' L r BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract are ` shown on this drawing and vice versa. Customer Name: Lead# � Customer Signature i MASON COUNTY PERMIT NO. OVV� BUILDING PERMIT APPLICATION 426 W. Cedar • PO. 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 CONTRACTOR INFORMATION Owner hjjtr= CAL-'D!'R oon Company NameXnwPt J rriuNTg e yoi0t",LS Mailing Address I 2&41 NC TAQNAA 1t�4m rtw Z 12oA Mailing Address !(jS21 N r6g4Jgv !3 City_nn,aauvA State W4Zip Code 99 S City LN/N► k._)0 n M State t�� Zip Code 98o3L_ Phone 3 ran-177-33 1 4 Other Ph.3(4-T...31-"143 Phone goo-13244,01S-S2 Other Ph. S Lien/Title Holder N JA Contractor Reg.#-re tug tvprF-og4 L2: Exp. c E mail address N E Mail Address 'Pr,iq,�/4 B t!-r ru 1^ Drivers Lic.# DOB Drivers Lic.# '^ DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic N a Existing Septic_ hr v Connect to Water System 1,44 Name of Water System N. (P, Well_Ll a Water System_tl4__Name of Water System N fly PARCEL INFORMATION - 12 Digit Parcel No. 22510!5-0 ljo1G4 Fire District Legal Description Site Address (Please include street name, street number and city) 1241 hi E- -muu%,4A :5LAcgSu r-ro rCb, 'TAa IyyA_ Directions to ite 1. " p Will timber be cut and sold in parcel preparation?Yes Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Strew Slopes or Bluffs > 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?YeWQ' TYPE OF JOB - New&_Add Alt Repair Other PRIMARY RESIDENC� ❑ SEASONAL ❑ Use of Building &AFLAGtt Describe Work Zz 1! R�cR 'DL.a S EX ;SM( k%/ No. of Bedrooms No. of Bathrooms Square Footage - 1 st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq.ft. Garage_ Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make 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. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contract . f h declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I ha r� ie���is- sion from all the necessary parties.If permission is required from any easement holder or any other party in inter e t a'fding t is applica- tion or thew k proposed in the pplication, I have obtained permission from them to apply for this permit and condA�t hie f 8 gt{�osed. X Date: ^� i2� ulj 1 LUU� Owner/O ers Rep esentativ Contracto (indicate which one) RELFAIR OFFICE FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bld Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department q ( c E Planning Department Environmental Health Department Public Works Department Fire Marshal (, FEES Building Permit Fee 3,, Site Inspection Plan Review Fee 2_'�` EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood/Gas/ Pellet Stove Fee State Fee y S= Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES