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HomeMy WebLinkAboutBLD94-1332 RES - BLD Permit / Conditions - 5/3/1995 LQ o," M n 0 > z W -0 SH f" rn iNv i lox CD z BC -4 5� -n -Ir ov7 m > > > cp ,7V ca w z 1.4 x x M s sl_ 4n, 00 0- co() :)7 CD < < Zw V) II& IS z cn sl IM T rn It 0 100- t, tt 000 0:rX. 00 7--n 0 < vw 4� -Z ms ss s a n ssb tic, 49v -_u lk, 4e., Y 4 at rn CONCRETE � !iMECHANICAL _ MOBILE HOME Footings-Setacke/<,p'cCat �' ! / � by Ribbons date Gas Piping to b Foundation Walls date by Set Up date, - by A INSULATION date by BG/SLAB Insulation Floors Final date FRAMING by date by date by Walls FIRE DEPT. date I-/ -y t� by date by date by PLUMBING OTHER Groundwork Attic date by date _l - by D.W.V. �` WALLBOARD NAILING date f �jS --7� by i�, date U1 / .._ �; by. Water Line FINAL INSPECTION date`-l ;��' by date by date by A GJ4/ �4&,4Fd> . c Leill cv,e. c.') t'c l F --0 - -yU�2s��i o •rJ 4>� G,�,c> ��y�,y Q �. try �14 .t�2tyt— G �� > 10,MZ> <I'lul >> 1:11 .117 z 0 a 4 M—-0--i cx .pym z -n 0 -7 -4 ar -v zi z z I z rQ Pr M M V o X,M- "D 0< z 0 ---40c �-+- m 0 C) > > IW > n -I MMMO<- 0 z mw 00 > C Ol = J " T? 3 — i cf) --+- 0 >> ZT '< > > > M> Z CL Mh X fj) Ott cn N) 7-C�ll Z 15 10 0 10 cl xz 00 Ol > IT 7�z 11) z a en 00 Im —=r-- I'D I—r UL -r M z -n —Cl- (D In > > 77 < 0 a < 13 0Z Z� z 00 0 X 00 > ol zrCf) 0 (C) N N) :37 0, 10 QL op 00 Permit No. MASON COUNTY BUILDING PERMIT APPLICATIONa�- 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 PLEAS PRINT 1 Owner � t 1'/i Phone#��U T d Site Address I _o tL�iC E Fire District# City O St /.,,J A- Zip Directions to Job Site Ta nJ Ur Owner Mailing Address --i City 42]~ St Zip ?Zc Lien/Title Holder Address Clty St Zip #2 Contractor Name Contractor Reg# Address Expiration Date City St Zip Phone# #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) #44aI el No. - - Z 0 , Description f� o n/ 7 4 5 50rV 00 #5 Building Square Footage: (existing/proposed) 1st Fjl_�t�/ 1 S 2nd FI / 3rd FI / Loft / Basement / Deck2. / #bedrooms i / #bathrooms 2— Garage (' / Carport / (Circle:_ ttached or Detached?) Other q 'S sq. ft. / #6 Use of building Describe work #7 Type of Job: New Add Alt Repair Other #8 MOBILE/MANU URED HOME INFORMATION Model Year Model Length Width erial No. # Bedrooms # Bathrooms Type of Heat Purchase Price $ #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 Show following on the site plan a l Lot Dimensions Flood Zones Existing Structures Fences G Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Name of Flanking Street Indicate Direction y (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW ITE PLAN BELOW 1 W 1 a APPLICANT TO DRAW TOPOGRA HY PROFILE BELOW Plumbing_Fixtures ($3 each) F g Mechanical Fixtures ($6 each) No. Toilets CIRCLE FUEL TYPE -Ga Electric, 3 Bath Basins Heatpump, Other Bath Tubs / No.. Units Fees Showers Furn BTU I Hot Water Htr 1 Heatpumps I Laundry Washer Vent Systems 1 Sinks Spot Vent Fans _Floor Drains No. Boilers/Compressors _Laundry Basins HP 9 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 15.00 Auto Fire Sprink Sys 25.00 TOTAL PLUMBING $ ' `'. No. Other Gas Outlets rho 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 15.00 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD TOTAL MECHANICAL $ OF 180 DAYS AT ANY TIME AFTER WORK IS COM- G, 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. X OWNER P X BY DATE DATE FOR OFFICIAL USE ONLY:Acceptetl by: Jeti T DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: Environmental Health: Building Plan Review Occupancy Group: ' Type of Const: Fire Marshal Other: Special Conditions: FEES Building Permit Plan Check -VE-T-'7-� Plumbing Fee ,tl, Mechanical Fee 67 Wood/Gas/Pellet Stove 2S' d Radon Monitor *-7&4&0 Violation Fee Site Inspection Building State Fee Other d Other S �t Building Valuation: TOTAL FEE Building Permit # MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location (�2 /3 P c VA This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to gain code compliance F i=r �J7 7Ti�W--1'rT^7�'s F'TE F 7 -I�- i i • i i��� .i ol•'► �� d Et--QC, You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspec ' - when corrections are made before continuing P Make correcti s � -'rilfe checked on next inspection ❑ OK to C10 �� Department ,,, 1 / Date Inspector DO NOT REMOVE lrHIS 'TAG y � Building Permit #�5z MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 0 RECTION NOTICE Job Location �.a o aerel'l /* This structure has been inspected by Mason County Building Department C R and the following VIOLATION of County Laws and Ordinances has been found: 00 (,pr,,�51 IA/s�1eC11%6^1 K Items listed below must be corrected to gain code compliance S"" , off= Gv,�� i cKs i0 , Z/ f Gam✓ . f" C 5441906'•tr - c' '0V &OVI You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ,❑ Make corrections, items will be checked on next inspection ❑ OK to Department cl r r ir �T� Inspector Date TA DO NOT REMOVE THIS G Bijilding.Permit # MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location ��a �A s �' sf lj 27 S z CL v2 This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to gain code compliance LL ,, / 1 `Y1G T `� c� L �Y ✓ n C t 6YU !n—, 4fG Y-tLV`L0 _ i You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK 0w11 urn ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to Lu'c reJT Department Date .,5--2 3 - 'i� Inspector syi 2 S DO NOT REMOVE THIC AG Building Permit #l -/' . Z MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location At/ This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: j� °�s. U C iL FAIL Items listed below must be corrected to gain code compliance r /V/f5 al)oC A AI-5 .v �01. ���! Diu CLc2s'e d� etwz.A. W i You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK jI v SfI �ije flheljF-I / ( cics ,4r Cyr�G je � ❑ Call for re-inspection when corrections are made before continuing 0/7,d S�Llje'c-f lk--Icec% �4 ❑ Make corrections, items will be checked on next inspection —'=C'1✓> /� ❑ OK to Department Date ;, I-I G Inspector its A", DO NOT REMOVEitH' IS TAG Building Permit #��� - MASON COUNTY ` BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location CA,� —/ / ! pQ- hA I M This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to gain code compliance C9�1-�j9d 1) ')--Z AJ) 4 You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection t ❑ OKto Department , (' i T Date ' 7!) ©Z�z Inspector -, hA ADO 11OT REMOVIE THIt TA APR-22-96 MON 12: 13 1 P. 02 WV»� t7..cmo'� C7 c7 t•7 m L 3 N 7mvmOm 1 �` 7� omNm�n: p m cn s v xOxxO �o m a) V CCA:0�0 mV� rd m K -'0�?mv nr�i w. i �Zv Ov ZO a y— o �c3A w t�1 rv� -m oommr-. �w y - Tslyq-..c 1` WN I Z T.�o A Z; � �j �C ya'�ID�J ' II Il r 1 iddr*1 �O - 0 rr mt� arpprpprpDrp a� >pp nayC mmOQp^y � 00 N7O C7AA 3A � po�5�K�� VV N N OvCCdd ,ON O Vly�r N m C-N�pmlp�IDmO»� � V .TlNO VVI 3'�_>>vlV� mONR v"a i o J �� �u c�.X'i��03• m n3clry N 1 1 a�w 7'm'O�Amc�L� ao 7' 0:' vNi aNil iY .v 7c-43 _ 0! p.m y m ov -r O F !2^2 t� N 0 ��• rxc �a a_m - - to �ca3 -+O my b PH.Fgi m 11 W I-Plp r-9 °pro 7J VP pp. -flit r N`° 0o oo��doo m n HmOS Hm3Z1 o-dIA mn �; qp�o w wne• -IDZH rrirZ.m xy`j°�'0.�� 0 I-a';U� m7JZ�' r nmmO 1 �N 7W(Tla - N m y T off-oc U,<fpr O w CU3 CUlIH r1J m p tYn N I Ul Ul Ul -D m A o z HCm1•"1 Dr= 'n z z0mUT < J - an m C 1-1 in D. 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I G i _ _... ............. ,-....... __..... _ _._..f - .._ ...__.... _.. _.... 6" EQUIVALENT CORE SKETCHES ------------- 5' f ! � 5' 6' FORM VERTICAL CORE 6' FORM HORIZONTAL CORE 8" EQUIVALENT CORE SKETCHES --r 7' 11' 6' \ I I I r e 6' 12' --= 11' 8' FORM VERTICAL AL CORE C L CORE 8 FORM HORIZONTAL STRUCTURAL- VALUES FOR THE POLYSTEEL FORM'. AND FOAM FORM WALL SYSTEM ` CONCRETE STEEL REIrTFORCEMENT f'c = 2,500 psi (minimum) fy = 40,000 psi (minimum) Ec = 2,850,000 psi Es = 29,000,000 psi Weight per cubic foot = 150 pcf Rebar Size Diameter (in) Area Cm ) F4 #3 0.375 0.11 #4 0.500 0.20 #5 0.625 0.31 6 ##6 0.750 0.44 ,-r T CONCRETE BF®NM VA �-�--«S VERTICAL CONCRETE C OLUd°Vi1V �. Hvxt�3` ?°+��ai,w it VERTICAL CONCRETE COLUMN Sym bol &In Form 8-In Form Equivalent Rectangle Width b 6.25 in 7.00 in Equivalent Rectangle Thickness h 5.00 in 7.00 in Cross Section Area Ag 31.25 in2 49.00 in' Moment of Inertia I 65.10 in' 200.00 in' Radius of Gyration r 1.44 in 2.02 in HORIZONTAL CONCRETE BEAM Symbol (rIn Form 8-In Form Equivalent Rectangle Height b 6.00 in 6.00 in m s h 5.00 in 6.00 in � « R .innio �Fir,1T c c Cross Section Area As 30.00 in'- 36.00 in2 Moment of Inertia I 62.50 in` 108.00 in' Radius of Gyration r 1.44 in 1.73 in OTHER VALUES Symbol 6-In Form 8-In Form E Weight of One Square Foot of Wall -- 56.00 lbs 76.00 ]bs Concrete Web Minimum Thickness bw 2.00 in 2.00 in *Minimum Horizontal Cross Section of -- 43.00 in2 60.00 in'- Concrete Per Linear Foot of Wall *Minimum Vertical Cross Section of -- 50.00 in2 60.00 in Concrete in One 16-Inch-High Form *For Reference Only, Not Used in the Following Calculations 7 420 Carlyon Ave. SE Olympia, WA H501 Benton 1 1 ' [MNMR9WNM (360) 352-2- Civil and Structural Engineering MAY 3 1 ift4FALTH SERVICES Job 523s, Structural anslysis for: Associated Design job #10-045 Design Criteria: 1991 UBC Wind Criteria: 80mph exposure C Seismic Criteria: Zone 3 Description: Structure is to be built by iiGBO inc. with "Polysteel Form" foundation walls extending from top of footing up 12' and topped with treated wood plate to receive trusses(wood diaphragm). The wood floor diaphragm intervenes at approximately 4' above top of footing. The wall is to be backfilled less than 4' high on one side only. Summary Notes: l- The PF wall structure has been connected to the footing with 94 at 2' oc rather than 1' oc which is the vertical core spacing. 2- Analysis shows the out-of-plane moment shear and moment capacity to be sufficient for this condition with vertical rebaT connected to the footing at every other core only; IE 2' oc. 3- Analysis indicates the in-plane shear capacity of this system to be on the order of 200plf which is far more than necessary for this application. In conclusion the system is adequate for this project with only every other vertical core connected to the footing with #4 rebar. r o rX;;1 �'t � ,✓ Disc. c Ali- File: NVNV;Jobtech/Jobsum Doc: 523sHoBo ".:.gt11.c�3 70777 Date Z )ob5 Z•� Sheet _-2- of Benton 1 1 Civil and Structural Engineering 420 Carlyon Ave. SE, Olympia, WA 98501 Tel: (360) 352-2477 //►rr...... o _ f -4v tad. i � r i .. ...... ....... -rix, ............... ........................ ............... . .. ...... .. .. .. ...... i i ... ._.._ '........................... .............:. .. ........................... t .... ..... _......... ...... ... .._. .. ..... ...� ...i ..... I ... ....... �...... ..:.... :........ ........ .....�... ..� .. ..... ... ..... .... ..... .. ..... i .. i ......... .. .... ........ .... .._ i l... .... .... .... ! ... .. ........., .. .. ..... f j. ..... ... ... . 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