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Home My WebLink AboutMIS95-00668 Final Canopy - MIS Permit / Conditions - 1/3/1995 MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 1 `3 IG F�- L.. L A N F tJ� P 1Y " M 1 1 FOR INSPECTIONS CAtL 427-9670 MIS95-0668 PARCFLt321363800061 PLATs DIV-. BLK - LOT , JOB ADDRUSS : F 5881 S-1ATIF RO[ITF 3 SHELTON APPLICANT : DEER CREEK STORE 426-3671 OWNER : DEER CREEK STORU 4:M-3611 LEGAL i TA 15-A Of J.O. MER'S D.L.C. PROJECT PFSCR I P'I ION - I CANOPY OVER TANKS INCLUDING LIGHTING PROJECT LOCATION , NORTH ON HWY 3 APPROX 10 MILES, '-TORE IN ON LEFT OF HWY . PROJECT NOTES : TYPE AMOUNT BY DATE RE GF I PT PRMI $ 41 .00 CPH 08/30/95 40110 PLCK $ 16 . 50 CPH 08/30/95 40110 STFF It 4 .50 CPH 081,30196 40110 TOTAL ; 62 ,00 N AGENT DATF MIS-PINT, rev; 04/0110 COMPLIANCE TO ATTACHED CONDITIONS IS RFQUIRFI) CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date (� b date by I( I `I I I � I MASON COUNTY Mason County Bldg, 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 Case No . : MIS96-0668 For : DEEP CREEK STORE Page : I 1 ) All approved plans are required to be on--site for Inspection purposeE. , Itinspection Is called for and plans are not on site, Approval WILL. NOT he granted . In addition , a Re- Inspection tee in the amount of $30 .00 per hour tmlnimum I hour ) will be charged and must tie collected by this dopartment prior to any further inspections, being performed or ap I Q"nted . X P ) PURSUANT TO 1991 UNIFORM BUILDING CODE , SECTION 305(0 ) AND SECTION 513 , ALI- SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LFGIBLF FROM THE STREET OR ROAD FRONTING THE PROPERTY . MASON (',OUN'lY 13011DING DEPARTMENT RE001RFS THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A REINSPFCTiON FFE , BASED ON RATES, IN TABL.F 3A OF THE 1991 UNIFORM wilt- I)INC, CODE WILI BE ASSESSED IF OWNER/CONTRACTOR FAILS To POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS . X. 7 S�_ 3 ) ALI CONSTRUCTION MUST MEET OR EXCEED ALL. LOCAL CODES AND (IBC RFQ!I I REMENTS MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 4 ) Changet3 to approved bui Iding plans that ettect oc►mpl iunce to the 1991 Washington 18tato Energy Code, 1991 Ventilation and Indoor Air Quality Cade, the Uri t torn Su i I d i ng Code rind/or Mason CnuntV Regulations must be approved by Mason County prior to 5) ALL CONS'TRUC'T1ON MUST MFFD OR EXCEED LOCAL CODES . 1F ANY OUESTIONS, PLFASF CALL THI .-.BEFORE CONSTRUCTION . X 6) CONSTRUCTION PROCESS TO RE FIELD CORRFC`T . . R U 1 ItF.D PER MASON COUNTY BU 1 L 0I NC DEPARTMENT AND UNIFORM BUILDING CODE . x 35L � w � � r" i �^, GENERAL NOTES 4 O 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING 7 17' 0' E—EXISTNG SEE PLAN ARML SEEEPLAN CODE. 1994 EDITION. STORE 2. DESIGNLOADS: D -0 1G SNOW 25 PSF 4/1 I-V2' TS 12 x 12 x 1/4 GROSS ARM WIND 80 MPH.EXPOSURE B 1/4 SEISMIC ZONE 3 41/2' 3. FOUNDATION. -+— + + SOIL TYPE: SANDY GRAVEL AND/CR GRAVEL 4/1 w 3/1 W 14x22 I o 4 1/2 FOUNDATION: SPREAD FOOTINGS OF NATURAL OR COMPACTED SOIL DESIGN BEARING VALUE = 2000 PSF MAX 5/1 TS 12 x 12 x 1/4 O COLUMN 4. THE OWNER/GENERAL CONTRACTOR SHALL VERIFY THAT THE SOIL IS CAPABLE OF _ SUPPORTING THE INTENDED LOADS. ALL CONCRETE MUST BE PLACED UPON WDIS- o PL 3/8' .12' x I'-6' T(RBED COMPACT NATURAL SOIL AR APPROVED FILL COMPACTED TO 95%OF MAXIMUM 2 a W 14x22 7�3, NG DENSITY. ALL BACKFILL ADJACENT TO FOOTINGS SHALL BE PLACED IN 8'LIFTS AND COMPACTED TO 957.OF MAXIMUM DENSITY. NA3LT ALTERNATE SIDES S. CONCRETE SHALL HAVE A MINIMUM STRENGTH AT 28 DAYS OF 3000 PSI (DESIGN = 2500 PSI)BUT SHALL HAVE NO LESS THAN SIX (6) SACKS OF TYPE 11 W BEAM TO T 5 GR055 ARM CEMENT PER YARD. SLUMP TO BE 4-PLUS OR MINUS F. MAXIMUM AGGREGATE SIZE SHALL BE 1-1/2-. ALL REINFORCING BARS. ANCHOR BOLTS AND INSERTS SHALL BE J Scale I-I/2'-I-O' WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. ALL CONCRETE SHALL BE MECHANICALLY VIBRATED. EXI5TNG CANOPY 6 ALL REINFORCING SHALL CONFORM TO ASTM A615. GRADE 60 AND SHALL 8E PLACED IN CONFORMANCE WITH ACI 318-69 AND THE "MANUAL OF STANDARD PRACTICE-. BY CRSI. 7. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36. SOUARE STEEL TUBES SHAD ROOF FRAMING PLAN CCNFORM TO ASTM A500.GRADE B. ALL BOLTS SHALL CONFORM TO ASTM A-307. ALL WELDING TO BE PER UBC STANDARD 27-6 USING E70XX ELECTRODES. Scale 1/4' - 1'-0' tS-14 8 ga a 48' oc 8 THE ROOF DECK SHALL CONFORM TO ASTM A446 GRADE B.G90.PAINTED.20 GAGE WITH THE FOLLOWING PROPERTIES: -S=.410. -S=288. -1=.914 AND -1=.420. TEK 5GREW W 12' O.G. ATTACHMENTS SHALL BE WITH •10 TEK SCREWS AT 4-0'ON CENTER. 9' (3) #14 TEK SCREWS EACH JOINT (TYP) • rl 8 III REAM 1;,EE PLAN � aa � L 2' x 2' x 18 go 2' TYP + + 6'DIA OPENING tj FOR ELECTRICAL G SECTION AT FASGIA GONDUT Scale 3/4' - 1'-0' I/4 r THICK PLATE w TS COLUMN PER PLAN 5 3/6,x 10'x r-3'FL 3 6/1 2'(MN) GROUT BELOW — — — — B0TH c;)IDEy GOLUMN TO 6A5E PLATE BASE PLATE - -- - - - - - — Scale I-I/2'-I'-0' i 811=1 I II: n O',ED HOOP TE5 3WITH CENTER GROSS TIES. (4)rDlAx24' — — as- - - - - - ANCHOR BOLTS TS CROSSARM MN EMBEDMENT TYP; (6) «5 VERTICAL 4 I I PER r3 CLOSED HOOP TS GOLLM TES 12' o c. PER PLAN I/4 ` E• PE SECTION T5 GOLUMN TO TS GROSSARM A I� 0 r 2 If tl�+Ina not to kale, then � ' dram n reduced. Do not kale. DATE 6/16/95 CD 3��L � ' REVISIONS a �. q� �INCr 30025 $9 �' CI8T�4 csti� DEER CREEK PRO.lEGT No.: SSjONAL S 12'-O' X 24'-0' CANOPY c 5267 SHEET: DEER GREEK,WASI-NGTON I of I L _ GENERAL NOTES 4'0' 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING T5 CRO55 ARM W BEAM CODE. 1994 EDITION. 7 7 EE PLAN GEE FLAN STORE I-I/2' Ir H/2 2. DESIGN LOADS: BI I DNG SNOW 25 SF WINO 80 MPH. H.EXPOSl9RE B TG Q x 7 x 1/4 G9O55 ARM 1/4 SEISMIC ZONE 3 41/2' 3. FOUNDATION: 4 I w 3�I W 14:22 4 V2. + SOIL TYPE: SANDY GRAVEL AND/OR GRAVEL NATURAL OR COMPACTED DSO]— — AT A FOOTINGS!)F L FOUNDATION: SPREAD 00 INGS 5/I TG 12 x 12 x 1/4 DESIGN BEARING VALUE = 2000 PSF MAX �r� GOLUMq I-I/2' 4 THE OWNER/GENERAL vER/GENERAL CONTRACTOR SHALL VERIFY THAT THE SOIL IS CAPABLE OF SUPPORTING THE INTENDED LOADS. ALL CONCRETE MUST BE PLACED UPON UNDIS- r Q) TURBED COMPACT NATURAL SOIL AR APPROVED FILL COMPACTED TO 95% OF MAXIMUM PL 3/5' z 12' x 1'-G' 3'pEGKWG DENSITY. ALL BACKFILL ADJACENT TO FOOTINGS SHALL BE PLACED IN 8"LIFTS 2/I I W 14x22 AND COMPACTED TO 95i OF MAXIMUM DENSITY. — — 7OFrK GLP 3/4' DIA BOLT ALTERNATE 'NOEL 5. CONCRETE SHALL HAVE A MINIMUM STRENGTH AT 28 DAYS OF 3000 PSI (DESIGN = 2500 PSI) BUT SHALL HAVE NO LESS THAN SIX(61 SACKS OF TYPE 11 W BEAM TO T5 GRO�� ARM CEMENT PER YARD. SLUMP TO BE 4"PLUS OR MINDS 1" MAXIMUM AGGREGATE SIZE 7, SHALL BE 1-1/2. ALL REINFORCING BARS. ANCHOR BOLTS AND INSERTS SHALL BE %ale i-I/Z'I'-O' WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. ALL CONCRETE SHALL BE MECHANICALLY VIBRATED. EXIGTNG GANOPY 6. ALL REINFORCING SHALL CONFORM TO ASTM A615. GRADE 60 AND SHALL BE PLACED IN CONFORMANCE WITH ACI 318-89 AND THE "MANUAL OF STANDARD PRACTICE BY CRSI. 7. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36. SOUARE STEEL TUBES SHALL ROOF FRAMING PLAN CONFORM TO ASTM A500.GRADE B. ALL BOLTS SHALL CONFORM TO ASTM A-307. ALL WELDING TO BE PER UBC STANDARD 27-6 USING E70XX ELECTRODES. 5cde t/4' 1"-0' L 2' x 2' x 16 go m 46' oc. S. THE ROOF DECK SHALL CONFORM TO ASTM A446 GRADE B.G90.PAINTED. 20 GAGE WITH THE FOLLOWING PROPERTIES: -5=.410. -5=288. -[=.914 AND -1-.420. 'l S-114 TEK SGKEW a 12. O.G ATTACHMENTS SHALL BE WITH •I0 TEK SCREWS AT 4'-0' ON CENTER. ! cfi (3) #14 TEK GGRE`7/5 EACH JOINT (TYP) I' 8' BEAM 5EE PLAN J`— L2' x2' zl8ga 2' TYP t6'PLA OPENING FOR ELEGTRIGAL 4 SECTION AT FASCIA GONDUIT 5cde 3/4' - 1'-0• m I/4 H t` + P THICK PLATE F- TG GOL-LM4 PER PLAN 3/8'x 17 x r-3'PL 2'(MN) GROUT BELOW ——— — — — — BOTH GOEG — — — BAGE PLATE — 6 COLUMN TO 6Ac- PLATE Gcab I-V2'-r-o' i I I�I I�I I=1 L - b I I I�II II: LO HOOP TIES3ITH CENTER GRO55 TIES. (4)r OIA x 24' ANCHOR BOL TG I I IT., GROGGARM I'-6'MN EM6EDIv1ENT TYP (8) «5 VERTIGAL V4 I I PER PLAN •3 GLOGED HOOP T5 GOLLM I TEG 12' oc. PER PLAN I/4 PR LUMN T T � �?dA,r �S T5 GO 0 `D GROS`ARM O o r r �' � then SECTION 5 Q, 4, It m Ine not to cde, 2 5cde • I-I/2' - I'-O' �. dra n reduced. Oa not xale. 5cde v4 - r-o 1 l DATE: 8/I6/95�Uf � ' REVIGIONS30026 GIs" d - DEER GREEK PRO.JEGT No: `SIGNAL F'� 12'-0' X 24'-0' GANOPY g5267 SrEET: /�/� DEER CREEK,WAG*"TON I of SjMASON COUNTY DEPARTMENT of GENERAL SERVICES Mason County Bldg. III 426 W.Cedar P.O.Box 186 Shelton,Washington 98584 (360)427-9670 BUILDING PARKS& RECREATION FAIR/CONVENTION CENTER ADMINISTRATION I /�/95 TO: � CC—ee C 56�1 N,U) A 3 RE: Permit Number #M I c5 Cj t , To Whom It May Concern; During a recent review of our files, it was determined that your permit may meet one of the following criteria: 1 . Permit is expired and needs to be renewed or have a final inspection 2. Due to the type of your permit and scope of work it is possible that the,work has been completed and it needs to be inspected to close the permit or 3. The permit is ready to expire and needs to be inspected or an extension needs to be requested. Permits are valid for 180 days from the date of issue to the inspection date and remain valid for 180 days between each required inspection. If our records are inaccurate and you have had a final inspection, please send a copy of the signed off permit to this office so that we can update our cards. If you have not had a final inspection and your permit is expired or will expire within 30 days, please contact this office for a final inspection, update inspection or extension prior to n I / aCa/9(oto avoid renewal fees. - All permits which are expired or due to expire within the next 30 days will become null and void if contact is not made with our office. If you should have any questions regarding permit validity or the purpose of this notification, please contact the building department for clarification. Sincerely, n S k-1 r o- tit Building Department cc: Property File Permit No.l u i�`��t11 O MASON COUNTY BUILDING PERMIT APPLICATION 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 PLEASE PRINT #1 Owner ZMC' sleety S t��-e Phone#�"� � Site Address � J`-�1 �� K00c e 75 Fire District# City n St Zip Directions to Job Site n• On vAwq 3 15A -e-xzlb Ors Owner Mailing Address City St Zip 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) #4 Parcel No. - Y!�) - Legal Description TR LD- A tf :S.0. EcIe s Z)•Lt. #5 Building Square Footage: (existing/proposed) 1st FI / 2nd FI / 3rd FI / Loft / Basement / Deck / #bedrooms / #bathrooms / Garage / Carport / (Circle:Attached or Detached?) Other QoX�� sq. ft. / #6 Use of building Describe wort #7 Type of Job: New—N4, —Add Alt Repair Other #8 MOBILE/MANUFACTURED HOME INFORMATION Model Year Make Mo I Length Width S ri I in V # Bedrooms #Bathrooms pe 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 Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Name of Flanking Street Indicate Directional by (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW VAW Plumbing Fixtures ($3 each) Fee Mechanical Fixtures ($6 each) No. Toilets CIRCLE FUEL TYPE: Gas, Electric, Bath Basins Heatpump, Other Bath Tubs No. Units Fees Showers Furn BTU Hot Wat Htr _ Heatpumps Laundry Wash Vent Systems _Sinks _ Spot Vent Fans _Floor Drains No. Boilers/Compressors _Laundry Basins HP 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 PLUMB! $ V1� h r Id, utlets Gas, Pellet Stove c 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- 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 OF THE 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 X BY DATE DATE i FOR OFFICIAL USE ONLY: Accepted by: Date: 4:A DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: Alit Environmental Health: Building Plan Review W L Occupancy Group: Type of Const: Fire Marshal: Other: I Special Conditions: FEES Building Permit Plan Check ILo Plumbing Fee Mechanical Fee Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection Building State Fee Other Other Building Valuation: TOTAL FEE