Loading...
HomeMy WebLinkAboutBLD2011-00855 Propane - BLD Permit / Conditions - 10/28/2011 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 BLD2011-00855 OWNER: ART TOZIER RECEIVED: 10/17/2011 CONTRACTOR: LICENSE: EXP: ISSUED: 10/28/2011 SITE ADDRESS: 401 W BOURGAULT RD WEST SHELTON EXPIRES: 4/28/2012 PARCEL NUMBER: 421153200100 LEGAL DESCRIPTION: TR 10 OF NW SW PROJECT DESCRIPTION: DIRECTIONS T SIT INSTALL BELOW GRADE 1000-GALLON PROPANE TANK General Information Construction&Occupancy Information Square Footage Information No. of Bedrooms: Type o nstr. Type of Use: SF Insp.Ar . No.of Bathrooms: O c. rou Lot Size: Deck: Type of Work: MEC Fire ct.: 9 No. of Stories: cc. Loa Building: Valuation: Bui g Heigh O c. Stat P ' a Basement: Manufactured Home Inform tion FeXbAck In orma ' Shoreline&Planning Information Make: Length: Ft. LFront: Ft. Shoreline: Ft. Water Body: SEPA?: Ft. Slope: Ft. Shoreline Desi Model: Width: Ft. Ft. gYear: Serial No.: Ft. I I Comp. Plan Desig.: Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Propane Tank 1 Tank install/remove DLC 10/19/201 $73.00 S1 201 1 00000001 Gas Outlets 2 Mechanical Permit Fee DLC 10/19/201 $79.20 S1201100000001 Mechanical Base Fee DLC 10/19/201 $28.50 S1201100000001 Total $ 180.70 BLD2011-00855 Please refer to the following pages for conditions of this permit. Page 1 of 3 CASE NOTEr-FOR BLD2011-00855 CONDITIONS FOR BLD2011-00855 1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There arg potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800�82. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) Owner/ ge is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 3) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State ofyVashington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit oc tion. X 4) All propane tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All propane tanks must meet the installation requirements and minimum setbacks as listed in the Mason County Fire Marshal's Standards for the Installation of Propane Tanks. Th10 _gallon LP tanks shall be located not less than 10-feet from adjacent property lines, structures, and other containers. X 5) Fuel piping shall be inspected after the installation of fuel piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the time i pection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel piping system shall not b se it the final inspection has been performed and approved by a Mason County building inspector. X 6) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to requ t a inal inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Maso o inances and building regulations. X 7) 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 f a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit �ldee�prevented action from being taken. No more than one extension may be granted. BLD2011-00855 Please refer to the following pages for conditions of this permit. Page 2 of 3 16) The 1000-gallon LP-gas tank shall be anchored to prevent flotation, collapse or lateral movement resulting from hydrostatic loads, including ` the effects of buoyancy during flood conditions. Tank inlets, fill'openings, outlets and vents shall be anchored to prevent lateral movement resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy during flood conditions. (IBC G701). Manufacturer specifications shall be provided during inspection to verify that the LP tank installation meets specifications when installed in a high ground water condition. The project is located in a high risk flood zone, mapped "AT'on the FEMA flood map. Inspections shall include as follows: 1) Groun ep ration including anchorage devices in place as required. 2) Co er final inspection to verify final placement meets or exceeds design specifications. A separate permit and inspection approval shall be required for all mechanical equipment that will be connected to the LP-gas system in order to verify proper installation of the equipment and piping. X This permit becomes null and void if rk or constr 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. vid ontinuation of work is a progress inspection within the 180 day period. Final' spection must be approved before building can be occupied. Proof of continuati o. _�s by means of a p ress inspection.The owner or the agent on t e owners beh f, represents that the information provided is accurate and grants employees of M son my access the ove cribed property and structure for review nd inspectio . OWNER OR AGE DATE: � 7 - BLD2011-00855 Please refer to the following pages for conditions of this permit. Page 3 of 3 o CONCRETE MECHANICAL MANUFACTURED HOME p o Footings I Setbacks Date By Ribbons Nm Gas Piping r7 CDIntenor Date By interior-Date PI '� By Date By 00 Exteror Date By Exterior-Date / I B .� > Point Load I Isolated Footings INSULATION' Date By BG I SLAB INSULATION ------- Date By Data By FIRE DEPARTMENT Foundation Wails Floors Date By Date By Data By DECKS FRAMING walls Date By Date By Data By PROPANE TANKS PLUMBING vault Date t,P11 IBy"lc Date By OTHklk Groundwork Attic Type- Date By Date By Date j /-� 8'�� BY D.W.V DRYWALL Type- Int.Brace Wall Date By W Date. By Date By r ro FINAL INSPECTION 0 d �+ Water Line Fire Seperation 1�1 m Date By Date By Dale By cu , o Pass or Request Inspect. c Type of lnsp. Fail Date Date Done By Comments co rr o hS IU it 1110l LAN— CD v r .rs 40 n 0 Cn N O S N fD 3 (D 0 M r t3Lrilding Permit # MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 ORRECTION NOTICE Job Location q6 i r t Z-,k W 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 -r �.s ,- �� �,t 7: � 1 i r•c� S a 'us l i p C �•You are 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 (j Make corrections, items will be checked on next inspection ❑ OK to , 'n ❑ This is not a complete inspection Department Date Inspector 0 *40 T - ,*m NOOT Building Permit # 01-1MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location ZZ�2Z 130CCG-ffy�T� �Dkl 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 AoW164T�F u1Hj1 r 7-He " k/Of11i �'O�vOrT/®ter aC' /n'!/l G,/�/�l3C,E �i4anI c' iv 2G- �✓ �D �y G G © .�- . CU U t�/! pwii/ r T G r /w✓ _ r You are hereby notified that the above corrections 6han be made BEFOR PROCEEDING WITH ANY FURTHER WORK To C�/�-% i9�rv � ,y,�ovyo -per'/�, .r�� _ 3 `o_ / are made before continuing D � Call for re-inspection when correctionsg Make corrections items will be checked on next inspection ❑ ❑ OK to 4-xel-vor fov12 . ❑ This is not a complete inspection Department .aG� Date — Inspector ZA 01000 NOOT MOOV THI TmLotw 10/19/2011 Conditions Associated With 4:2 :01PM Case #: BLD2011-00855 Permit Condition St ate item# Code Title AStatus Changed yy ag D e By 1) 700 RCW 18.27 NOT MET 10/17/2 1 TW Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Lab 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 1-800-64 982. The person signing this condition is either the homeowner,agent for the owner or a registered contractor according to WA state law. X 2) 1002 ADDRESS/ROAD SIGNING NOT MET 10/17/2011 TW 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 3) 5003 ALL CONSTRUCTION NOT MET 10/17/2011 TW 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 revocation. X 4) 5090 PROPANE TANK NOT MET 10/19/2011 DLC All propane tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All propane tanks must meet the installation requirements and minimum setbacks as listed in the Mason County Fire Marshal's Standards for the Installation of Propane Tanks. The 1000-gallon LP tanks shall be located not less than 10-feet from adjacent property lines,structures,and other containers. X 5) 5095 FUEL PIPING NOT MET 10/17/2011 TW Fuel piping shall be inspected after the installation of fuel piping is complete,and before the attachment of fixtures,appliances,or shut-off valves. At the time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel piping system shall not be used until the final inspection has been performed and approved by a Mason County building inspector. X 6) 5600 FINAL INSPECTION REQUIRED NOT MET 10/17/2011 TW 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 7) 5610 PERMIT EXPIRATION NOT MET 10/17/2011 TW 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 Page 1 of 2 CaseConditions..rpt 10/19/2011 Conditions Associated With 4:26:01PM Case#: BLD2011-00855 Pro Permit Condition i Status Updated item# Code Title i Status Changed By Tag Date By 8) 1000 FLOOD PROTECTION NOT MET 10/19/2011 DLC The 1000-gallon LP-gas tank shall be anchored to prevent flotation,collapse or lateral movement resulting from hydrostatic loads,including the effects of buoyancy during flood conditions. Tank inlets,fill openings, outlets and vents shall be anchored to prevent lateral movement resulting from hydrodynamic and hydrostatic loads,including the effects of buoyancy during flood conditions. (IBC G701). Manufacturer specifications shall be provided during inspection to verify that the LP tank installation meets specifications when installed in a high ground water condition. The project is located in a high risk flood zone, mapped"A2"on the FEMA flood map. Inspections shall include as follows: 1)Ground preparation including anchorage devices in place as required. 2)Cover and final inspection to verify final placement meets or exceeds design specifications. X 9) 1000 MECHANICAL EQUIPMENT NOT MET 10/19/2011 DLC A separate permit and inspection approval shall be required for all mechanical equipment that will be connected to the LP-gas system in order to verify proper installation of the equipment and piping. X Page 2 of 2 CaseConditions..rpt MASON COUNTY PERMIT N ZL2,1- PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar- P.O. 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_ Al2t -� f S y� Company Name .T44S Mailing Mailing Address Ci tate4=Zip Code L City- Mate Zip Code Phone `t - Other Ph. -VL , a- 1 4 Phone Other Ph. Lien/Title Holder _ i iT1�� S�ii✓ Contractor Reg.# Exp. E mail address — 2ic o` (f2ol E Mail Address Drivers Lic.#i DOB Drivers Lic.# DOB SEPTIC INFORMATION - Connect to slew- Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION- 12 Digit Parcel No. - Fire District Legal Description Site Address (Please include street name, street number and city) Directions to site Is property within 200'of Saltwater Lake River/Creek Pond Wetland—Seasonal Runoff Stream Slopes or Bluffs > 15% TYPE OF JOB - New Add Alt Repair Other Use of Building Location of Fixtures/Units - 1st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Type of Fixture_ No. of Fixtures Fees Fuel Type:Electrig LPC'L_ Natural Gas— Heat Pump_ Toilets Type of Unit No. of Units • Fees Bathroom Sink Furnace Bath Tubs Heatpumps j Showers Spot Vent Fan �'Sl Water Heater Propane Tank Clothes Washer Gas Outlets Z [o. Kithen Sinks Wood/Gas/PelletStove Dishwasher KAchen Exhaust Hood Hosebibs Dryer Vent Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OV1MEA/BULDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Aclnowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on ers behalf,represents that the information provided is accurate grants employees�o das� acre to the above descnbe rope d structure review and inspection. PROOF OF CO A FiN IOHK S EANS OF A P GRESS INSPECTI ` Date• Owner/Owners esentative/Contractor dicate which one) FO FFICIAL USE BEYOND THIS POINT Accepted by: P Ck# Date Bid Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department gg Occ Grou T e Constr.. !��! "� V �LOO A Planning Department Environmental Health Department FEES Plumbing & Base Fee Site Inspection Mechanical &Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES r r O^(D-7 0 o PERMIT N -� MASON COUNTY PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar• P.O. 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 INF MATION Owner !a-l- /�r I� �� Company Name e z-Al �s Mailing A dyes //,o Mailing Address Ci tate" Zip Code City State Zip Code Phone `f - Other Ph. a'Ai / Phone Other Ph. Lien/Title Holder Contractor Reg.4 Exp. E mail address-- 21E a- • / E Mail Address Drivers Lic.#7o-zZE& ob DOB Drivers Lic.# DOB SEPTIC INFORMATION - Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. - Fire District Legal Description Site Address (Please include street name, street number and city) Directions to site Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff—Stream—Slopes or Bluffs > 15% TYPE OF JOB - New Add Alt Repair Other Use of Building Location of Fixtures/Units - 1st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric._ LPG— Natural Gas_ Heat Pump_ Toilets Type of Unit No. of Units • Fees Bathroom Sink Furnace cco Bath Tubs Heatpumps Showers Spot Vent Fan Water Heater Propane Tank 1 3, Clothes Washer Gas Outlets Kithen Sinks Wood/Gas/PelletStove— Dishwasher Kitchen Exhaust Hood Hosebibs Dryer Vent Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL 0ANER/BULDER 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 contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on ers behalf,represents that the information provided is accurate grants employees o anon Cea acce to the above descri ro d structure review and inspection. PROOF OF CO A F VV IOHK S EANS OF A P GRESS INSPECTI / Date owner/Owners senZ/Contractor dicate which one) FFICIAL USE BEYOND THIS POINT Accepted by: PCk# Date --Bid Pd Receipt No. DE;Department TAL REVIEW APPROVED DENIED NOTES BuiOccT e Constr.PlamEnvealth DepaFEES Plu Fee Site Inspection Mechanical & Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES Intranetix Viewer [5301150180D.tifJ Page I of 1 ® Scale:l2 %Q LOMC:01-10.496P-5303n 9 zooms..2 t �= l momi ZONE A2 ,y u' r10-,'lC� http://mapl.msc.fema.gov/idms/IntraView.cgi?ROT=O&O X=6213&O_Y=5868&O ZM=0.246710&O_SX=817&O_SY=507&O_DPI=400&... 10/19/2011 J v APPENDIX G G601.2 Temporary placement.Recreational vehicles in flood SECTION G 901 hazard areas shall be fully licensed and ready for highway use, TEMPORARY STRUCTURES AND TEMPORARY and shall be placed on a site for less than 180 consecutive days. STORAGE G601.3 Permanent placement.Recreational vehicles that are G901.1 Temporary structures.Temporary structures shall be not fully licensed and ready for highway use,or that are to be erected for a period of less than 180 days.Temporary structures placed on a site for more than 180 consecutive days,shall meet shall be anchored to prevent flotation,collapse or lateral move- the requirements of Section G501 for manufactured homes. ment resulting from hydrostatic loads,including the effects of buoyancy, during conditions of the design flood. Fully enclosed temporary structures shall have flood openings to allow for the automatic entry and exit of floodwaters. SECTION G701 G901.2 Temporary storage.Temporary storage includes stor- TANKS age of goods and materials for a period of less than 180 days. G701.1 Underground tanks.Underground tanks in flood haz- Stored materials shall not include hazardous materials. and areas shall be anchored to prevent flotation,collapse or lat- G901.3 Floodway encroachment.Temporary structures and eral movement resulting from hydrostatic loads,including the temporary storage in floodways shall meet the requirements of effects of buoyancy,during conditions of the design flood. G103.5. G701.2 Above-ground tanks. Above-ground tanks in flood hazard areas shall be elevated to or above the design flood ele- SECTION G1001 vation or shall be anchored or otherwise designed and con- UTILITY AND MISCELLANEOUS GROUP U structed to prevent flotation, collapse or lateral movement resulting from hydrodynamic and hydrostatic loads,including G1001.1 Utility and miscellaneous Group U.Utility and mis- the effects of buoyancy,during conditions of the design flood. cellaneous Group U includes buildings that are accessory in character and miscellaneous structures not classified in any G701.3 Tank inlets and vents. In flood hazard areas, tank specific occupancy in the International Building Code,includ- inlets,fill openings,outlets and vents shall be: ing,but not limited to,agricultural buildings,aircraft hangars 1. At or above the design flood elevation or fitted with cov- (accessory to a one-or two-family residence),barns,carports, ers designed to prevent the inflow of floodwater or out- fences more than 6 feet(1829 mm)high,grain silos(accessory flow of the contents of the tanks during conditions of the to a residential occupancy), greenhouses, livestock shelters, design flood. private garages,retaining walls,sheds,stables and towers. 2. Anchored to prevent lateral movement resulting from G1001.2 Flood loads. Utility and miscellaneous Group U hydrodynamic and hydrostatic loads, including the buildings and structures,including substantial improvement of effects of buoyancy, during conditions of the design such buildings and structures,shall be anchored to prevent flo- flood. tation,collapse or lateral movement resulting from flood loads, including the effects of buoyancy, during conditions of the design flood. SECTION G801 G1001.3 Elevation.Utility and miscellaneous Group U build- OT H E R BUILDING WORK ings and structures,including substantial improvement of such buildings and structures,shall be elevated such that the lowest G801.1 Detached accessory structures.Detached accessory floor, including basement, is elevated to or above the design structures shall be anchored to prevent flotation,collapse or lat- flood elevation in accordance with Section 1612 of the Interna- eral movement resulting from hydrostatic loads,including the tional Building Code. effects of bouyancy, during conditions of the design flood. G1001.4 Enclosures below design flood elevation. Fully Fully enclosed accessory structures shall have flood openings enclosed areas below the design flood elevation shall be at or to allow for the automatic entry and exit of flood waters. above grade on all sides and conform to the following: G801.2 Fences.Fences in floodways that may block the pas- 1. In flood hazard areas not subject to high-velocity wave sage of floodwaters, such as stockade fences and wire mesh action,enclosed areas shall have flood openings to allow fences,shall meet the requirement of Section G103.5. for the automatic inflow and outflow of floodwaters. G801.3 Oil derricks. Oil derricks located in flood hazard 2. In flood hazard areas subject to high-velocity wave areas shall be designed in conformance with the flood loads in action,enclosed areas shall have walls below the design Sections 1603.1.7 and 1612. flood elevation that are designed to break away or col- lapse from a water load less than that which would occur G801.4 Retaining walls,sidewalks and driveways.Retain- during the design flood, without causing collapse, dis- ing walls,sidewalks and driveways shall meet the requirements placement or other structural damage to the building or of Section 1803.4. structure. G801.5 Prefabricated swimming pools.Prefabricated swim- G1001.5 Flood-damage-resistant materials. Flood-dam- ming pools in floodways shall meet the requirements of Section age-resistant materials shall be used below the design flood ele- G 103.5. vation. 2009 INTERNATIONAL BUILDING CODE® 629 f • 58-32 LIQUEFIED PETROLEUM GAS CODE Table 6.4.5.8 Separation Distances of LP-Gas Containers and Oxygen and Hydrogen Containers Separation from Oxygen Containers Separation from Gaseous Hydrogen Containers Aggregate Capacity Aggregate Capacity More than More than 400 ft'to 20,000 ft'* 20,000 ft' LP-Gas (11 m'to 566 m')*, (566 m')*, Containers Including Including 400 ft'*to Aggregate Unconnected Unconnected 3000 ft' More Than Water Capacity 400 ft' Reserves Reserves Less than (11 m'to 85 m')* 3000 ft'(85 m')* (11 m')* 400 ft' gal In or Less ft In ft In (11 m')* ft In ft In <_1200 54.5 None 20 6 25 7.6 — — — — — >1200 >4.5 None 20 6 50 15 — — — — — 5500 51.9 — — — — — None 10 3 25 7.6 >500 >1.9 — — — — — None 25 7.6 50 15 I *Measurement of W(m')at 707(21°C)and atmospheric pressure. I I 6.5.1.1 The transfer of liquid into containers mounted on 6.6 Installation of Containers. I vehicles shall not take place within a building but shall be permitted to take place under a weather shelter or cano py ( 6.6.1 General Requirements. See 6.24.3.3.) 6.6.1.1 Containers shall be positioned so that the pressure relief valve is in direct communication with the vapor space of j 6.5.1.2 Structures housing transfer operations or converted for the container. such use after December 31,1972,shall comply with Chapter 10. 6.6.1.2 LP-Gas containers or systems of which they are a part 6.5.1.3 The transfer of liquid into containers on the roofs of shall be protected from damage from vehicles. structures shall be permitted, provided that the installation conforms to the requirements contained in 6.6.7 and 6.19.11. 6.6.1.3 Field welding on containers shall be limited to non- pressure parts such as saddle plates,wear plates, or bracket` 6.5.1.4 The transfer hose shall not be routed in or through installed by the container manufacturer. any building except those specified in 6.5.1.2. 6.6.1.4* Mainers shall be painted. 6.5.2 Filling of containers located outdoors in stationary in- 6.6.1 Containers shall be installed so t all container op- ed in accordance with Section 6.3 shall be permitted to ling appurtenances are accessible. I be filled at that location. 6.6.1.6 Where necessary to prevent flotation due to possib 6.5.3 If the point of transfer of containers located outdoo high flood waters around aboveground or mounded conta' in stationary installations is not located at the container, ers, or high water table for those underground and partial] shall be located in accordance with Table 6.5.3. nderground,containers shall be securely anchored. iI 6.5.4 Containers not located in stationary installations shall 6.6. t< ders. be filled at a location determined by the point of transfer in 6.6.2.1 Cylinders shall be installed only aboveground and accordance with Table 6.5.3. shall be set upon a firm foundation or otherwise be firmly 6.5.4.1 If the point of transfer is a component of a system secured.The cylinder shall not be in contact with the soil. covered by Section 6.23 or Chapter 11, the requirements of 6.6.2.2 Flexibility shall be provided in the connecting piping. i parts A,B,and C of Table 6.5.3 shall not apply to the structure Where flexible connectors are used, they shall comply with containing the point of transfer. 6.9.6. � I 6.5.4.2 If LP-Gas is vented to the atmosphere under the con- 6.6.3 Installation of HorizontalAbovegroundASME Containers. didons stipulated in 7.3.1(5),the distances in Table 6.5.3 shall 6.6.3.1 Horizontal ASME containers designed for permanent be doubled. installation in stationary service above ground shall be placed 6.5.4.3 If the point of transfer is housed in a structure com- on masonry or other noncombustible structural supports lo- i plying with Chapter 10, and the common walls comply with Gated on concrete or masonry foundations with the container j 10.2.1, separation distances in Table 6.5.3 shall not be re- supports. quired where the common walls comply with 10.3.1.3. (A) Where saddles are used to support the container, they 6.5.4.4 The distances in Table 6.5.3, parts B, C, D, E, F(2), shall allow for expansion and contraction and prevent an ex- and J,shall be reduced by one-half where the system incorpo- cessive concentration of stresses. rates the provisions of low emission transfer as provided in (B) Where structural steel supports are used,they shall com- 6.26.5. ply with 6.6.3.3. 2011 Edition vlason Cowty Map Output Page Page 1 of Mason County Ma L 0 oe- 9 W GC 7►! LEtl1.�1L.ld�CO��_LN. 0 681f DISCLAIMER AND LIMITATION OF LIABILITY: The data used to make this map have been tested for accuracy,and every effort has been made to ensure that these data are timely,accurate and reliable.However,Mason County LM END makes no guarantee or warranty to its accuracy as to labeling,dimensions,or placement or location of any map features contained herein.The boundaries depicted by these data are Roads go Federal Lands approximate,and are not necessarily accurate to surveying or engineering standards,and are HI $ City of Shelton intended for informational purposes only.Mason County does not assume any legal liability or responsibility arising from the use of this map in a manner not intended by Mason County. l7Ns Streams (� l:ou!rty 84un0®ry�l7�fl In no event shall Mason County be liable for direct,indirect,incidental,consequential, special,or tort damages of any kind,including,but not limited to,loss of anticipated profits d._ paroels Commissioner Districts or benefits arising from use of or reliance on the information contained herein Sections Lakes. 0 2009-Mason County GIS 100 W.Public Works Dr [� Townshoi; ", Puget Sound&M®lot Lakes Shelton,WA 98584 lttp://mapmason.co.mason.wa.us/servlet/com.esri.esrimap.Esrimap?ServiceName=amason ov&ClientVer... 10/19/201 MARLEY L. YOUNG, CONSULTING ENGINEER P.O. BOX 1343, SHELTON, WA 98584-0959 Civil Engineering 360.426.7475—360.490.0939 - Fax 360.426.5789 mlyoung3542@comcast.net Seww Extensions r Exter nsions Site Plans Sewe Marley L. Young, P.E., P.L.S. -- o Civil Engineer& Land Surveyor FF- �IIIII Art Tozier 401 W Bourgault Shelton WA 98584 Case#BLD 2011-00855 Installing Below Grade 1000 gallon Propane Tank Parcel#42115-32-00100 Engineer's Project#2011-15 Oct.20, 2011 REVIEW OF TANK BUOYANCY: The only objective of the Engineering Analysis is to assure Art Toner that the below grade Propane Tank will not become buoyant, even during the most extreme flooding conditions. Only when the Skokomish Valley is subjected to the most severe flooding will the Propane Tank buoyancy ever become an issue. For the purpose of the Engineering Analysis the depth of water upon Art Tozier's rock wail is assumed to be very high and does not represent any known conditions recorded to date. This Analysis DOES NOT INCLUDE either global or seismic analysis. GENERAL PROPANE TANK SPCIFICATION: Tank Volume = 1000 gallons or 133.70 ft^3 out to out diameter= 41 inches out to out length = 15-11" Empty weight = 1731 Ibs CONTRACTOR RESPONSIBILITY: The Contractor is expected to use due care in properly installing the Tank to manufacturer's standards and according to acceptable standards. CHANGED CONDITIONS: The conclusions and recommendations in these engineering calculations are based on the interpretation of information received from the client. In the event that the scope of the project, surface/subsurface or contractal conditions differ from those relied on in these calculations, the civil engineer should be advised immediately. A review of the changed conditions will be conducted and alternative or remedial recommendations given at that time. 1 of 5 ASSUMED • 1-LLC7 WAT0DER 52' LEVEL 20' CBIVCRETE SLAB 12•� O n Refer to page 4 of 5 for 65 4" recommended steel placement _ 37' in Concrete Slab W �r- T- OS' 0.5' END VIEW OF TANK INSTALLATION SUMMATION OF WEIGHTS AND BUOYANCY N.T.S. Weight must exceed Buoyancy by 1.20 Wt = Empty weight of Tank Fbt= Bouyancy of Tank We= Weight of Concrete Slab 150 Ibs/ft^3 Fbc= Buoyancy of Concrete Slab 62.41bs/ft^3 Ws = Weight of Soil above Concrete Slab 110 Ibs/ft^3 Fbs = Buoyancy of Soil above Concrete Slab 62.4lbs/ft^3 STEEL IN CONCRETE SLAB-See recommendations on page 3 of 5 TANK ANALYSIS WEIGHT LBS BUOYANCY LBS Empty Tank 1731 Bouyancy- 1000 gal tank 1000gal/7.48 gal/ft^3 *62.4lbs/ft^3 8342 Volume of Concrete Slab End Area of Concrete Slab = 3.90ft^2 Length of Concrete Slab = 16.90ft Volume=3.90 ft^2*16.90 ft=65.91 ft^3 Weight of Concete Slab 65.91 ft^3 * 150lbs/ft^3 = 9886 Bouyancy of Concrete Slab 65.91 ft^3*62.4 lbs/ft^3 = 4113 Volume of Sand/Soil Concret Slab 16"/12"*52"/12"* 16.9ft =97.64ft^3 Weight of Sand/Soil above Concrete Slab 97.64ft^3* 110 Ibs/ft^3 = 10741 Bouyancy of Sand/Soil above Concret Slab 97.64ft^3*62.4lbs/ft^3 = 6093 Totals 22358 18548 Safety Factor=Weight/Buoy= 22358 / 18548 1.205412983 > 1.20 OX r • 3 of 5 ENGINEER'S CERTIFICATE: With the safety factor above 1.20, under the worst conditions imaginable, no further analysis is required. I hereby certify that the engineering shown in this document was performed by me or under m y�direction /y/^/ �Ljl Marley L. You P.E., S., Consulting Civil Engineer r P.O. Box 1343 r Shelton, WA 98584 ez— d file: 2011-15TozierArtPropaneTank.xls p� nF 14144 y GIs:�a� a 4of 5 16 #3 BARS AT 13.8' CENTER TO CENTER 4' LONG EACH 5 #3 BARS AT 12' CENTER TO CENTER 16'-3'LONG EACH REM STEEL TO BE ADDED TO ASSUMED ATE SLAB FLOOD 52' WATER LEVEL - NC ONCRETEA.SLAB - 12' _L O ` L7 4' 65' X 37' W 0.5' END VIEW OF TANK INSTALLATI❑N N.T.S. 16.90' .y. _ -_tea.!'... •�� 'y. '-. - +� ^.•:.t y-.v-. a..^y:is N..-: •.t•Y.-rl'.�. Zyj - •Jy- r,y.•H �a as.%.�s' A: -`ram.' :� ' - _ }. e•t..:.. 1.15'b A n1. 1.15' 4' ' aCONCR SCABn 4' JO.50' 0.50' SIDE VIEW OF TANK INSTALLATION N.T.S. Oct 13 11 10:02a James Neyhart 3603736326 p.1 5 FIRINITY CONTAINERS, LLC UNDERGROUND TANKS OVERALL LENGTH -- TOP OF-� LID b SHROUD RELIEF ASSEMBLY VALVE ASSEMBLY tu { LIQUID i ? i WITHDRAWAL ii m i W < U. w l I I OUTSIDE I > a i O 0 DIAMETER ii I r- o General Specifications Conforms to the fast edition andaddenda �t forth byection the Raillroad Division Commision complies of Texas. NFPA 58, The 28"Riser tank conforms tospecifications Rated at 250 psig from-20" F.to 125'F.All tanks may be be evacuated to a full (14.7 psi)vacuum. Vessel finish:Coated with TGIC red powder. Applicable federal,state or local regulations may contain specific requirements for protective coatings and cathodic protection.The purchaser and installer are responsible for compliance with such federal,state, Or local regulations. UNDERGROUND VESSEL DIMENSIONAL INFORMATION All vessels dimensions are a oV ate WATER OUTSIDE HEAD OVERALL I OVERALL HEIGHT WEIGHT QUANTITY IN Riser Height " FULL LOAD CAPACITY DIAMETER TYPE LENGTH 14" 28 120 wg. 24" Ellip 6-5 718" 3"-7 718" 5'-0 318` 252 tbs. 63 454.2 L 609.6 mm 1673.2 mm 1114.4 mm 1533.5mm 114.3 kg. 250 wg. 31.5" Hemi 7'-2 112' 4'-3 3i8" 5'-7 318" 472 lbs. 35 946.3 L 800.1 mm 2197.1 mm 1304.9 mm 1711.3 mm 214.1 kg. 320 wg. 31.5" Hemi 8'-11 314" 4'-3 3/8" 6-7 318" 588 lbs. 28 1211.2 L 800.1 mm 2736.9 mm 1304.9 mm 1711.3 mm 266.7 kg. 500 wg. 37.42" Hemi 9'-10" 4'-9 318" 6-1 718" 921 lbs. 25 1892.5 L 950.5 mm 2997.2 mm 1457.3 mm 1863.7 mm 417.8 k 1000 wg. 40.96" Hemi 15'-10 718" 5'-0 7W 6-5 318" 785. lbs- 15 3705.0 L 1040.4 mm 48482 mm 15462 mm 1965.3mm 85.2 kg 1465 wg. 46.614' Ellip 17'-7 114" 5'- 7 5116" 6'-11 1116" 2745 Ibs_ 8 5545.0 L 1184 mm 5365.8 mm 1709.7 mm 2109.8 mm 1245 kg 2000 wg. 46.614" Ellip J-ii'--9 318` 5'- 7 5116' 6'-11 5116" 3685 lbs. 6 7570.0 L 1184 mm 7248.5 mm 1709.7 mm 2065.3 mm 1671.4 kg