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HomeMy WebLinkAboutBLD93-0325 GARAGE - BLD Permit / Conditions - 4/9/1993 i E 9a►31 � a oQ �- x n 0 0 s Ol Cr Cl)cn -+ Q Z 0 O 0- 00 Ul 00 CONCRETE � MECHANICAL MOBILE HOME date by Ribbons date �e,46 by to Gas Piping date b Foundation a s date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by FRAMING date by date by Walls FIRE DEPT. date by date b PLUMBING date by y Groundwork Attic OTHER date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date, I� by date by I i` i b Q W o O J � OCb O o' z Cn �- N W -+ O O C)� C Q � Z :37 0, ---I CQ O C(D 10 Cn 00 Permit No.BLD`� ' MASON COIINTY BUILDING PERMIT APPLICATION PLEASE PRINT #1 Owner D a ,,A l r Z / CC�w Il�> Phone# Site Address W �1 Co tk ^71 ,-�/ $ fed z C-o& r�- City -5 A C_ l moo-, St I-V zip �4 Dire0 c7ltii("ons tllol Job Site �( �� k ru{ Owner Mailing Address _1-Doy.A to r 1'6-1�C 4.1 �r- City_ S _A11.4S St v Zip �t 1 - — - P -- Lien/Title Ho er S `A r� 4/e' S SS0c Address City 2/4'-c St zip-�Y #2 Contractor Name Contractor Reg# Address Expiration date City St Zip Phone #3 If septic is located on project site, include rec(�,.er Yso ��►, , Connect to Septic? 'Vo Public Water Supply ' Well (If residential, proof of potable water may be required) A! #4 Parcel No. ZdC� " 77 Legal Description S '� r /yo, 20 -7 /2 %ls !EV � 6 t.0 _Q I. , L o+ S -c j p4V"SA'� .:Zoo �to•JA �{ 3 " #5 Building Square Footage: (existing/proposed) 1st Fl / 2nd Fl / 3rd Fl / Lof t / Basement Deck / #bedrooms _ #bathrooms Garage / Carport / (Circle: Attached or etached?) Other St-t"410-4e._ sq ft-Y4tbb / #6 Use of building z� �s� 6-�,,��.� Describe work #7 Type of Job: New Add Alt Repair Demolition Woodstove Re-Roof Bulkhead Other #8 MOBILE HOME INFORMATION / Model Year Make / Model Length Widt erial No. #Bedrooms #Bat Type of Heat #9 Any water on or adjacen L� tland rty: saltwater lake river pond seasonal runoff other i I Show following on the site plan r Lot Dimensions Flood Zones — Existing Structures Fences IA; � Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Name of Flanking Street Scale: Name of Fronting Street Date: APP TO DRAW SITE PLAN BELOW T � S l r APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW Plumbing Fixtures ($3 each) Fee Fee No. Tot l''ets Vent Systems X 6.00 Bath Basins Vent Fans X 6.00 Bath Tubs No. Boilers/Compressors Showers HP .00 Hot Water Htr Laundry Washer Sinks No. Air Handling Unit Floor Drains cfm. Laundry Basins Dishwasher No. Fire Protection Systems- Disposal Urinals Other Permit Basic Fee 15 . 00 No. Other TOTAL PLUMBING $ Gas Outlets X 6. 00 Woodstove, Pellet 25 . 00 Mechanical Fixtures Other No. Fuel Types Furn BTU . 00 Permit Basic Fee 15 . 00 TOTAL MECHANICAL $ Heat Pumps .00 NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER WORK IS COMMENCED OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIREMENTS OF THE I CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRACTOR CONTRACTORS REGISTRATION LAW RCW 18.27 , AND AM AWARE IN THE STATE OF WASHINGTON AND I AM AWARE OF THE OF THE MASON COUNTY ORDINANCE REQUIREMENTS FOR WHICH ORDINANCE REQUIREMENTS REGULATING THE WORK FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN THE PERMIT IS ISSUED AND ALL WORK ,DONE WILL BE IN CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING APPROVAL FROM THE BUILDING WITHOUT FIRST OBTAINING APPROVAL FROM THE BUILDING DEPARTMENT. ap� DEPARTMENT. X OWNER /' r,­g.� ­r !1ti �`u G�r� X BY DATE PLC= ? DATE Return permit to: Department of General Services 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 ... ::..::..:....::.....Y.:... .. -u.MrA1K1Mh1NTAL REVIEW FOR OFFICE USE ONLY ,> Approved Cond Hold Approval Planning: Environmental Health• f 42 Building Plan Review: Lit Occupancy Group: L: FEES 11Special Conditions: II IlSite Inspection I II II II 1 I 11 IlBuilding Permit Il II ► ► 1 , 11 Violation Fee I II 11 11 I i it 11 Ilviolation Investigation Fee I it 11 *11 1 11 11 II Plan Check II 11 II Plumbing Fee I II II 11 I - II 11 IlMechanical Fee ► II 11 -- 11 11 I I a Fee woodstov 1 11 II I I II l 11 IlBuilding State Fee I II I IBuilding Valuation: 2 II Rado M ni r TOTAL FEE w r� O o m � i 3 z W o�vc .yo �a Z m> rcoz wo l off +�+ ' zol CTrMax MXHI r • rn ry H• R o cr rcoz mo I nn \ czol cmmHx m m m m o 0 c-7 I n n �g=a Simn�cm a cr DHG)H HCUIn0 IA rM m FOOMm mmm m mvrto I u°o "' N��<' °'.= m >r m• 1- H=po0° mT rrn-ia rmnrnm r 13 r W HDIm Hmmnm D .L O n C r0 N 2U1 Zfn00 D> Z<m ZDOH H m u v"7 7 3 1 p oo Wcnr�v� rz zm m mmoam ro �a .m= o <m m <> mmI m n-1 oz > z n n n n m r r =Po' '°� 0 o mnnD IZZZI xm (nrmo mon<o m> m mmaam O O -�mm2-y--1mo^ C -1m on r m 66H r Vmo -UPI-+ a v G-°� n z vg-+amo ^' H C -air x-urmm m D -IM D -iD H Q 31 0 x H 1 I••IO Hv nz-iH O-"CO D z N N N N N(n •- m 7` 7` �aa$ora,o•T-1=K m m2 x-10 mZHZ-1 -io HOOD) HIZ O no X W X NX X X m C >> mmmo HmZHD 2H ZHxH Zm-1-�'i1 '7 A A W UI A m m n \ om Z Z s a-, o nr >Y Z ny\ C mz G7 o m mI D n c=oam61�e ovo m Ir 00-M �D S0f 31-i mO '93)mN m H x 1 c ' o v'^m m mmoH Wo< UI OXIn >< 2 N O % * %%%m CD f")p fp7 �r�z'n=o�oi-+ > Mm (nma U7 me>H -im 5nom Z>-im HC H g m A D rm -i DG)rox nU JmDH mro> NH n m m N N O z�m •s=�zvo H < OZZ CrCmD r mor rWM-i mD O -1 -iI b.> d -�-� �i vDiom�u'ir�H Z - O SIC>o n➢mom OHO H I m Z > >00-i c,�+ -+ ^` ,n H MHm MOVE Dn HHZ rzo ; Vf Z ZOO H m O >�zWAX29- N m-4r I mm m mzHc� rnoxz mm rn o ommo O O N - = c� Hc� W -1 > En- UmDmm m(n -iG1 ZHOG) DZ D D D I I Z ((� o ` tl~ �n rYgr 11 O2 N HHDNm n (nH G) D UUm1 37 17 IU(n r r. v' p � O o=c mpioinoxm N H I>>- Z9mmZ > HSN -imoH IO Io0U1 o O• O • - w�oo< m m <-i ml D D OZD SX N N N mmm H z -• -+"'^• N Mo c Lm x 1 rNDC vn • mr> OH O n H -1 O Nm m>Onm A n r-D om-I> H H(n 'D I I Z z Q O m HON3: H37W2(n r r D Dm m 7 7 H I U-n 'aN I Z O O ZO •m MO H '00 rnmr MIT • N I I In N (7 N HZ m - I-Dmo Dn (nmH -iHIr m m m 31 31 • O ZOD WmZ ZD (n m IZ>H 'CD 1 m >mn(n >Hum m-i mmo mmrm ♦t m f f7 VI U1 < N-",n OH33 r0 DDO -ir0 Qm1 o r C�•�3a� ''►� { \ O NO2D Z-iH U OOH Sm N.Nm m I -i immw � Z O- mmD mm 7(n �•� HN Om N 11 ✓�, \ 0 D Z Mz N O D N H D _��N If V S -i S m O En Im (nz mHr �.�� Ln t rZ� WZT7 ! _' \ < N I �p•Zj- �� Fit m 01, N `1/�'•+� C ' I.+ N) O O D O O 1 1 N �N a, :V+ IOVmm Vtan) •► ] (Il A/C.71 @ 1"" 'f,Y... iN 4 m m t0 Ia m W N Cn In 1l •P In CA u1.10 0 N N ' N ^ N .F 6 w y1j : mmmm7 mmmm om o Ln ,• • W -1 Wrj 1 0. 01 /yC••• * I I l O AI I A N O F` 0 Sy No NA •yW wrs• V A V n• N ru O LmU�o um U Z O N) fn ORIOa0 UUUa o GcoD ZZ I U /� Z ZxZ *• p Z me O tlq�,ti •i3� ��r ��� .?j 1 1 1 n Now 1 V000 H C, �-.. 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PLATED O SC EWS 10 O 12" O.C. 2X6 BLOCK ABOVE O Vl .J 8/8"TRUSS BOLT W/ N� e 7 2X3 "T' c a 0 BRACE z� 3 5 " 0Ir I 8/8" BOLT THRU 2X6 BLOCK Ito 0� W TRUSS {DO NOT DAMAGE ® 61 O.C. _= r TRUSS PPLATE) ac 2-10d EA SIDE dN 3 4-20d (EA SIDE) 6 ro X 2XBX 24"BLOCK W C m 1 8-20d de 1--B//DIA MB 0 H—� 1 4� \ 1—1/4" MI N EDGE DISTANCE 306E DR 2-1/2" MN O.C. 4- 2-1/7' MIN O.C. 2-1/2" MIN O.C. „F 2-1/2^ MIN O.C. 2--1/2" MIN O.C. 4 CONC SLAB W/#4 HAIRPIN 4•I—O" 24 DIA. CONCRETE PTO SHT 1 of 2 M & W BUILDING SUPPLY r ca DON .MeCULLY —� sro>r Ols tivuan�as 40 'WIDE X 80 'LONG x 14 'EAVE 5HELTON WASHINGTON 0� W f r, coum HASI3N 6217E S. mm. 992 .V g 4To ROOF LOAD a LIVE 25 CANT Y. ORROON 97013 PSF STRUCTURAL POLES a FULL SAWN,ROUGH] SIZE 903 EE3—E9E9 DEAD LOAD a 9 PSF GRADE PER PLANS. TREAT TO .60 RET. W/ C A 309 E66-710E lX :) WIND LOAD a 90 MPH EXP a B TYPE C. SOIL- ALLOWABLES STRUCTURAL FRAMING- MIN. #2 DOUGLAS FIR OR BY- GATE. Ya ��` FOUNDATION PRESSURE a 1500 PSF FIR LARCH USED AT 19% MAX. M.C. OR MSR SPF DDIinn 3ie/ea a`L' %C?r v "z LAT. SOIL BEARINGa 150 PSF NAILS- GALVANIZEDaFtc� BUILDING DESIGN & 1991 UBC DESIGN FOR LOW RISK BUILDING W/ INFREQUENT CLOSED BUILDING HUMAN OCCUPANCY, KIT Mwaa—o 1. ALL WORK SHALL BE INACCORDANCE WITH LOCAL CODES AND ORDINANCES. 6X COLUMN AND THE LATEST EDITION OF THE UNIFORM BUILDING CODES 3/4" HOLE THRU COLUMN 2. BOLT HEADS do NUTS HEARING ON WOOD SHALL HAVE STD. PLATE 1 —1 /2" M I N WASHERS. BOLTS SHALL BE ASTM A307. BOLT HOLE DLL SHALL BE 1/1ir LARGER THAN BOLT DIA 3. STRUCTURAL STEEL SHAPES AND PLATES SHALL BE ASTM A36 UNLESS / #4 X 5' R E B A R OTHERWISE NOTED. THRU COLUMN 4. REBAR SHALL BE GRADE 40 UNLESS OTHKRWISE NOTED. (U.O.N.) 4" CON C 5. CONCRETE FOR FOOTINGS Vc-2000 PSI, SLABS f c-2500 PSI FLOOR BEND EA 2'—3' 6. CONCRETE FOR FOOTINGS AND BACKFILL SHeT1• BE CASTE AGINST NATIVE LEG AT 45' UNDISTI)RBED SOIL OF THIN SIZE AND SHAPE AS SHOWN ON DRAWINGS. 7. HEARING BLOCKS SHALL BE PRE—DRILLED PRIOR TO SETTING 20d NAILS 8. 20d NAILS SHALL BE GALV. BOX TYPE 9. BOLT HOLES SHALL BE DRULED STRAIGHT AND PERPINDICULAR TO �. THE COLUMN FACE TO ASSURE FULL BOLT BEARING 10. SEE TRUSS DRAWINGS FOR DOUBLE TRUSS BLOCKING REQUIREMENTS \�•, 1 NOTES 2 HAIR PIN #1 Ox1" SCREWS ® 9' O/C (TYP) PURLIN END COLUMN 1 0d (012" OC " \ 1 1 /-4!'' /4': MIN EDGE DISTANCE 2 1 /2' MIN O.C. 2 x 3 "T" BRACE (1 ROW) IN LINE W/END COLUMN 3 END WALL SECTION BEARING BLOCK Y tt 2x6 2x6 BLOCK'G BLOCKG; W/ 9 —20d W/9 —20d —20d E1, V D ENDWALL EN 6x6 KINGPOST COLUMN a {t ;; �++ 9-20d 10zi" Sam O 9" 0/C a 4. FASTIIi AT HACH aUi7 aS PURLIN N18 Z x12 DOOR HEADERS PANEL 6 )_ KING POST & HEADER NOTE; ROOF SHTG TO BE ATTACHED TO EA PURLIN = 9" O/C 3 1 /2" x 2 1 /2"x 1 /2"x 6» LG g —3/4' cb M.B. 6 Od EA IDE 6X ENDWALL COLUMN a- -1- 2X6 PURLI O 4- 4- 0 O 7/8" ,.7 DBL PURLIN TO COLUMN $ 2 t /8" TRUSS BEARING ANGLE CONNECTION SHEET 2 OF,yN& - - - ---- M&W BUILDING SUPPLY BviLwlta aurrtY 22175 S. HWY. 99E DETAIL SHEET CANBY, OREGON 97013 �503 263-6963 503� 266-7102 (FAX) � I