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HomeMy WebLinkAboutCOM2012-00023 Storage Pole Bldg Final - COM Permit / Conditions - 3/28/2012 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(3tiU)4L/-(ZbZ ., Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Phone: (360)427-9670,ext. 352 Shelton, WA 98584 i� COMMERCIAL BUILDING PERMIT COM2012-00023 OWNER: TRACTOR SUPPLY/REAL ESTATE RECEIVED: 3/21/2012 CONTRACTOR: D E C CONSTRUCTION 1.360.352.7027 LICENSE: DECCOC"944RQ EXP.- 12/18/2012 ISSUED: 3/21/2012 SITE ADDRESS: 1043 SE STATE ROUTE 3 SHELTON EXPIRES: 9/21/2012 PARCEL NUMBER: 32030149002 LEGAL DESCRIPTION: 2355 AF#575538 S 4/77 PROJECT DESCRIPTION: DIRECTIONS TO SITE: Feed Storage building, enclose a section of open bay area and SE ST RT 3, R UP TO DEL'S FEED STORE add a large sliding door adjacent. General Information Construction&Occupancy Information Type of Use: FEED STORAGE Insp.Area: No. of Units: Type of Constr.:No. of Bathrooms: Occ. Group: Type of Work: ALT Fire Dist.: 4 No. of Stories: Exit Design. Load: Valuation: $ 2,519.00 Building Height: Pre-Manufactured Unit Information Square Footage Information Make: Length: Lot Size: Model: Width: Building: Year: Serial No.: Basement: Parking Spaces: Setback Information Shoreline&Planning Information Front: Ft. Shoreline: Ft. Rear: Ft. Slope: Ft. Water Body: Shoreline Desig.: Side 1: Ft. SEPA?: Comp. Plan Desig.: Side 2: Ft. Fire Protection System Information Auto Fire Alarm System?: Emergency Key Box?: Standpipe?: Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?: Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?: COM2012-00023 Please refer to the following pages for conditions of this permit. Page 1 of 4 Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee Tw ugi/9niq a7a nn glgni9nn Building State Fee TIN A/9i/9n1,) U 5n g19n19nn Building Permit Fee TIN 419itgniq aldi nn Ca?nl9nn Total $218.50 CASE NOTES FOR COM2012-00023 CONDITIONS FOR COM2012-00023 1) This project is approved for the installation of a 12-ft x 13-ft sliding panel door and construction of a a wall. The wall will be constructed as depicted in the Mason County typical pole building construction detail, consisting of 2x6 wall girls 24-in o.c. and 2x6 wind girls not exceeding 48-in o.c. Not less than 3-existing 12-ft bays shall remain entirely open and required egress from the existing storage warehouse area is not adversely affected. X 2) A portable fire extinguisher, type 10-BC, shall be permanently mounted in a conspicuous location not more than 5-ft above the floor. X , 1# 3) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X V , 4 4) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted. X (� i 44 , 5) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title X.28. 6) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND THE INTERNATIONAL CODE REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF USE OR�OCCUPANCY WOULD RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x COM2012-00023 Page 2 of 4 -1)� I he demolition and disposal of debris must meet the regulations of Mason County and Olympic Region Clean Air Agency(ORCAA). It is unlawful for any person to cause or allow the demolition (or major renovation) of any structure unless all asbestos containing materials have been identified and removed from the area to be demolished. Work shall not commence on an asbestos project or demolition project unless the owner or operator has obtained written approval from ORCCA.2490 B Limited Lane NW, Olympia WA 98502, 360.586.1044/800.422.5623 www.orcaa.org X �- ; � ; 8) Changes to approved building plans that affect compliance to the current Washington State Energy Code (WSEC), ventilation requirements), Building/Plumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction. X '�- , M - 9) 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 Inspector shall be made prior to requesting additional inspections. X (T , (+-( 10) 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 X non-compliant with f-f son County ordinances and building regulations. 11) 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 have prevented action from being taken. No more than one extension may be granted. X —_T, Rt This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a 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 o t e above described property and structure for review and inspection. OWNER OR AGENT: DATE: E _a — a U I Z COM2012-00023 Page 3 of 4 n K CONCRETE MECHANICAL MANUFACTURED HOME o D tv Footings 1 Setbacks Date By Ribbons -0-� Gas Piping o Interior Date By interior-Date By Date By o w Exteror Date By Exterior-Date BSot. up Cl) INSULATION C Point Load I Isolated Footings Date By -� BG I SLAB INSULATION -- Date By Da1e By FIRE DEPARTMENT r Foundation Walls Floors Date By Date By Data By DECKS m FRAMING Walls Date By r Date By Data By PROPANE TANKS N PLUMBING vault Da1e By D Dace By OTHER -I Groundwork Attic m Date By Date By Type: Date By D.W.v DRYWALL type: n Int Brace Wall 0 Date By ic Date 6y Date By FINAL INSPECTION N Water Line Fire Soperation O, Date B Date By Date By N y O Pass or Request Inspect. o Type of Insp. Fail Date Date Done By Comments w A O A i Ii. i ; ; ctSimPson L �rn.c��f.�✓is�r-�//,� a��orcicnc�l�t�'f h ZIrt4D7 7 i ' to �13 �E ��. r�3, �SJZe/✓rm f �e%'/�'I i•�'� LGYrl1�L2 -o o D��j { . . , �E g f W mosgT M-TET ALL CU .: Vti'l1sIi;NG`i-GN I i" i � i�Rlut� -;�•( X erg l-7 re! ' . S' L (� �' � Ccorl�j i \ TYPICAL POLE BUILDING CROSS SECTION NOT TO SCALE MAX. AREA=864 Square Feet (3) 16d-PURLINS TO BLOCK MAX. TRUSS SPAN=36' MAX. POST SPACING= 12' MAX. POST HEIGHT= 10' 29 GAUGE ROOF METAL not shown 2 x 6 PURLINS @ 24"O.C. 2 x 6 BLOCKS @ 24"O.C. MANUF. TRUSSES (1)each side ofpost 0 (3) 16d-EACH CONNECTION 2 x 4 BRACING 3"BOLT CLEARANCE FROM as required by truss engineer ENDS OF BLOCK 18"2 x 6/2x 8 BLOCK EACH SIDE OF POST 2 x 6 DF#2 WALL GIRT @ 24"O.C. 6 x 8 PT POST 3/4"GALV.MACH.BOLT W/WASHER 6x 6 pt post @ corners&gable walls (3)each post 2 x 6 WIND GIRT @ 48"O.0 edge nail wind girt to wall girt w/16d @ 24"o.c. toenail wind girt to post w/(4) 16d @ each end MIN.(2) 16d AT POST 29 GAUGE WALL METAL not shown (2)PT2x6 GRADE TAMPED EARTH backf:ll postholes with clean earth compacted to 90%;moisture content n.t.e. 10% 6"POURED CONCRETE PAD option: (2)unopened sacks of concrete mix placed in post hole,saturate with water prior to post . Q� placement 7� 24" Straps&Ties r Dimensions , Allowable' TI, Model Ga Fasteners Download Code No. W H B TF (Total) (125) Ref. LZ4 Z2 20 295e 11h 13e 1% 4-10dx11h 46512 11h 31h 21/e 13/4 2-16d 465 114,L21,F13 rsZ28 28 295e ,,, 13/e 1% 10dx11h1 — 170 ) J . P Z38 28 2V,,e 21/2 19e 19e 10dx11h' — rZ44 12 21/z 31/2 2 13/e 4-16d 865 114,1.Z28 and Z38 do not have nail holes.Fastener quantity and type shall be per Designer. 2.Allowable loads have been increased 25%for roof loading(Z clips)with no further Increase allowed;reduce where other loads govern. 3.Z4 loads apply with a nail into the top and a nail into the seat. 4.NAILS:16d=0.162'dia.x 31h'long,10dx11h=0.148'dia.x 11h'long. 'i, �`� Typical Z2 Installation See page 16-17 for other nail sizes and information. Anglesr Gussets 1.Allowable loads have been Versatile angle gussets and heavy angles promote standardization Dimensions Bolts Allowable increased 60%for wind or and construction economy,and are compatible with Simpson Strong-Tie® Model Ga Total) Loads Code earthquake loading with no structural hardware. No. w1 Ref. further increase allowed;reduce D L D1 D2 g my Dia Uplift Fi where other loads govern. FINISH:7 ga Models-Galvanized;3 ga Models-Simpson Strong-Tie®gray paint. &W2 Dd 2.Use 0.85 times table load for Hem Fir. OPTIONS:Gussets may be added to HL models when L 2:5' HL33 7 3Y< 21h iv. — 2 — 2 1h 910 15ao 3.Parts should be centered on (specify G after model number,as in HL46G). HL35 7 3v, 5 11/4 21h 2 — a 1h 910 1580 the face of the member to CODES:See page 12 for Code Reference Key Chart. HL37 7 3va 71h Iva 21h 2 — s 1h 910 158D which they are attached. HL53 7 53/a 2'h 11/, — 2 21h 4 1h 910 1580 4.Wood members must the have a and'S'series must have a HL55 7 53/. 5 11/a 2'h 2 21h 8 1h 910 1580 minimum width and thickness 0 of 3 h'for table loads to apply. 0 oouad HL57 7 53;//, 7'1 i1 21h 2121/21 12 1 1h 910 1580 170 5.wood members for the W and 7'series must have a minimum ,m s HL43 3 41/a 3 1 h — 23/<— 2 3/41555 1580 width and thickness of 5%' ° 0 g HL46 3 4vs 6 1'h 3 23/a— 4 3/4 1555 2025 for table loads to apply. �•••!'i� 1 1 6. Parts must be used in pairs. a 1 a e HL49 3 4/a 9 1 h 3 23/a— 6 3/a 1555 2025 tag bolts of equal diameter e e a HL73 3 71/a 3 11h — 23/4 3 4 3/4 1555 2025 (minimum 5'fang)may be `ram substituted for machine bolts HL76 3 71h 6 1112 3 23/a 3 8 3/. 2115 3800 into beam with no reduction HL53 HL55 Typical HL55 Installation HL79 3 7v< s 11h 3 23/a 3 12 3/< 2115 3800 in load. r , and Skewable Angles L-Staggered nail pattern reduces the passibility for splitting. 2 ; LS-Field adjustable 0°to 135°angles. j I� 1'ac�'I The GA Gusset Angles'embossed bend section provides added strength. ° o I o MATERIAL:L-16 gauge;GA and LS-18 gauge L0 � FINISH:Galvanized.Some products available in stainless steel or I L�— ZMAX®coating;see Corrosion Information,page 10-11. - INSTALLATION: `�0 __ • L •Use all specified fasteners;see General Notes. I L50 • �— •LS-field skewable;bend one time only. �70 _•___ O •Joist must be constrained against rotation (for example, with solid blocking)when using a single LS per connection. •Nail the L angle's wider leg into the joist to ensure table2y loads and allow correct nailing. I L90 LS GA1 Z CODES:See page 12 for Code Reference Key Chart. ! a These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strang-re-for details. a 0 DII Allowable Loads',' SPII Allowable Loads Model Code No. L fasteners Floor Snow Roof 160 Floor Snow Roof (160) Ref. CD CD (100) (115) (125) ( ) (100) (115) (125) 1.L angles-loads are for condition F1 or F2; LS angles-loads are for condition F1 only. Q GA1 23/4 4-10d 185 185 185 185 160 160 160 160 114,L21,F13 2.GA1 and GA2 angles table loads are F1-loads GA2 3'/a 610d 335 385 415 450 290 335 335 335 for F2 are 220 lbs.and 335 lbs.(100)and 280 lbs. WLS303% 10d 220 240 240 240 190 205 205 205 and 415 Ibs.(125),respectively. 10d 335 385 420 445 290 335 360 385 114,L4,F13 3.Roof loads are 125%of floor loads unless limited 10d 445 510 555 565 380 435 475 485 by other criteria. 4.Connectors are required on both sides to -10d 555 640 695 740 480 550 600 640 achieve F2 loads in both directions. © N 10d 355 395 395 395 305 335 335 335 5.NAILS:16d=0.162'dia.x 31h'long, LS50 47/a 8-10d 475 540 585 730 410 465 505 630 IP1,F13 10d=0.148'dia.x 3'long, LS70 63/a 1010d 595 675 730 915 510 580 630 785 10dx11h=0.148'dia.x 111V long. LS90 7'/e 1210d 7151 810 1 875 1 1040 1 615 1 95 755 895 See page 16-17 for other nail sizes and information. OD, See \��1 tion Installation 1 Y"v Adjustable Notes Fl /from 0°to 135° f Bend one time only A Typical 'L50shipped Typical Installation ataLS70 InstallationLS Top View F2 Typical GA Installation 3/21/2012- ConditionsAssociated With 12:57:33PM M2012-00023 i� Permit Condition Status Updated item# Code Title Status Changed By Tag Date By 1) 1 SCOPE OF PROJECT NOT MET 3/21/2012 DLC This project is approved for the installation of a 12-ft x 13-ft sliding panel door and construction of a a wall. The wall will be constructed as depicted in the Mason County typical pole building construction detail, consisting of 2x6 wall girts 24-in o.c.and 2x6 wind girls not exceeding 48-in o.c. Not less than 3-existing 12-ft bays shall remain entirely open and required egress from the existing storage warehouse area is not adversely affected. X 2) 270 Fire Marshal Comments NOT MET 3/21/2012 DLC A portable fire extinguisher,type 10-BC, shall be permanently mounted in a conspicuous location not more than 5-ft above the floor. X 3) 700 RCW 18.27 NOT MET 3/21/2012 DLC Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries,Contractor Compliance Division.There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor.Further information can be obtained at 1-800-647-0982.The person signing this condition is either the homeowner,agent for the owner or a registered contractor according to WA state law. X 4) 1001 PLANS REQUIRED ON SITE NOT MET 3/21/2012 DLC All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site,Approval WILL NOT be granted. In addition,a reinspection fee,based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted.X 5) 1002 ADDRESS/ROAD SIGNING NOT MET 3/21/2012 DLC Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 6) 5003 ALL CONSTRUCTION NOT MET 3/21/2012 DLC ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND THE INTERNATIONAL CODE REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF USE OR OCCUPANCY WOULD RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x 7) 5005 DEMOLITION-ALL PERMITS NOT MET 3/21/2012 DLC The demolition and disposal of debris must meet the regulations of Mason County and Olympic Region Clean Air Agency(ORCAA). It is unlawful for any person to cause or allow the demolition(or major renovation)of any structure unless all asbestos containing materials have been identified and removed from the area to be demolished.Work shall not commence on an asbestos project or demolition project unless the owner or operator has obtained written approval from ORCCA.2490 B Limited Lane NW,Olympia WA 98502,360.586.1044/800.422.5623 www.orcaa.org X Page 1 of 2 CaseConditions..rpt 3/21/2012- Conditions Associated 'th 12:57:33PM ase #: COM2012-00023 " Permit Condition Status Updated item# Code Title Status Changed By Tag Date By 8) 5030 Changes to Approved Plans NOT MET 3/21/2012 DLC Changes to approved building plans that affect compliance to the current Washington State Energy Code (WSEC),ventilationrequirements),Building/Plumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction. X 9) 5045 FIELD CORRECT NOT MET 3/21/2012 DLC 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 Inspector shall be made prior to requesting additional inspections. X 10) 5600 FINAL INSPECTION REQUIRED NOT MET 3/21/2012 DLC 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 County ordinances and building regulations. X 11) 5610 PERMIT EXPIRATION NOT MET 3/21/2012 DLC 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 have prevented action from being taken. No more than one extension may be granted. X V v \ Page 2 of 2 CaseConditions..rpt Contractors or Tradespeople Printer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with Llrl to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name D E C CONSTRUCTION UBI No. 601965113 Phone 3603527027 Status Active Address 4612 88Th Ave Sw License No. DECCOC-944RQ Suite/Apt. License Type Construction Contractor City Olympia Effective Date 12/18/2006 State WA Expiration Date 12/18/2012 Zip 98512 Suspend Date County Thurston Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date HAMBLEN, JUDITH ANN jOwner 12/18/2006 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 Lexon Ins Co 9805881 04/28/2011 Until Cancelled $12,000.0004/28/2011 3 American Contractors 100115656 03/02/2010 Until Cancelled 04/22/2011 $12,000.0003/05/2010 Indem CO 2 American Contractors 100057743 11/13/2008 Until Cancelled 12/20/2009 $12,000.0011/17/2008 Indem CO 1 GREAT AMERICAN FS8018628 12/15/2006 Until Cancelled 12/10/2008 $6,000.00 12/18/2006 INSURANCE CO Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 4 Underwriters at pfk0443831 05/24/2011 05/24/2012 $1,000,000.00 05/24/2011 Lloyds 3 UNDERWRITERS PFK044383 05/24/2010 05/24/2011 $12000,000.00 05/25/2010 AT LLOYDS 2 UNDERWRITERS AIQ9983181 05/08/2008 05/08/2010 $1,000,000.0005/11/2009 AT LLOYDS 1 UNDERWRITERS PFK034754 12/18/2006 12/18/2007 $300,000.0012/18/2006 AT LLOYDS Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https:Hfortress.wa.gov/lni/bbip/Print.aspx 3/21/2012