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20140252 Permit Pkg 09122014City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458 -3144 Applicant: Name: PATRICIA EVERHEART Address: 9144 BURNETT RD SE YELM WA 98597 Property Information: Site Address: 9144 BURNETT RD SE B4 Assessor Parcel No.: 21713340601 Subdivision: Contractor Information: Name: PATRICIA EVERHEART Address: PATRICIA EVERHEART 9144 BURNETT RD SE YELM WA 98597 Contractor License No.: Permit No.: 20140252 Issue Date: 06/17/2015 (Work must be completed within 180 days) Phone: 360- 561 -8385 Owner: PATRICIA EVERHEART N/A Lot: Phone: Expires: 0 /00 /0000 Project Information: Project: COMMERCIAL REMODEL Description of Work: FLOATATION TANK BUSINESS Sq. Ft. per floor: First 627 Heat Type (Electric, Gas, Other) Second Third Garage Basement Fees: Item Contractor MECHANICAL PATRICIA EVERHEART PLUMBING PATRICIA EVERHEART COMMERCIAL ALTERATION PATRICIA EVERHEART - 06/17/2015 TOTAL FEES: HEAT PUMP Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am currently registered in the State of Washington. Signature Date Firm Fees $ 58.50 $ 41.00 $ 3,304.48 $ 3,403.98 OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: PATRICIA EVERHEART Address: 9144 BURNETT RD SE YELM WA 98597 Property Information: Site Address: 9144 BURNETT RD SE B4 Assessor Parcel No.: 21713340601 Subdivision Permit No._ 20140252 Fee Calculation Worksheet Phone: 360- 561 -8385 Owner: PATRICIA EVERHEART N/A Lot: Project Information: Project: COMMERCIAL REMODEL Description of Work: FLOATATION TANK BUSINESS Sq. Ft. per floor: First 627 Heat Type (Electric, Gas, Other) Second Third Garage Basement Fees: Item BUILDING PERMIT ESTIMATED VALUE BUILDING PLAN REVIEW STATE BUILDING FEE TRAFFIC FACILITIES CHARGE City of lolm (36 ) 458 -3244 REC #: 00198733 6/17/2015 2 :27 PM OPER: CO TERM: 001 REF #: 1453 PAID BY: TRAN: 33.0000 BUILDING PERMITS 20140252 3,403,98CR PATRICIA EVERHEART 9144 BURNETT RD SE B4 MECH 58.50CR PL 41.00CR BLD -COM3 3,304,48CR TENDERED: 3,403,98 CHECK APPLIED: 3,403.98 - CHANGE: 0.00 HEAT PUMP Units Fees 130,000 $ 1,161.75 0 $ 755.13 1 $ 4.50 1 $ 1,383.10 TOTAL FEES: $ 3,304.48 PAYMENTS MADE: $ 0.00 BALANCE DUE: $ 3,304.48 CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM ,Q Si.C�� otio2r• ,�1�., Project Address: gI� �CA-t o� 0=1 Parcel #: �(�'IJ?�T�(co f Zoning Current Use: 0-1 Proposed Use: 0 - l New Construction v'Re -Model / Re -Roo Tenant Improvement Plumbing _ Mechanical _❑,, Fire Prevent/Suppress/Alarm ❑ Other Project Description /Scope of Work: I r15 oZ Q (PA'rL6' a ( � 5��- Project Value: f t 3 D, (�_� Building Area (sq. ft) Parking Garage 1 " Floor 2nd Floor -J' `' `' 3rd Floor Building Height r V l� t (0,4, D Are there any environmentally sensitive areas located on the parcel? Q If yes, a completed environmental checklist must accompany permit application. BUILDING OWNE ENANT NAME: C.� ADD EMAIL CITY STATE 10 TELEPHON - rl ARCHITEC /ENGINEER iv C LICE ADDRES EMAIL e- C-nW.lye� ' CITYb STATE M Zl6TELEPHONE o253 - 5, GENERAL CONTRACTOR M ONE 01 - '93 ADDRESS OX ZZ- CITY clef STATE W4 ZIP EMAIL(I4 -awR., cie f'o v FAX CONTRACTOR'S LICENSE # Co ), • 91 Llo EXP DATE CITY LICENSE # PLUMBING CONTRACTOR ADDRESS �O }- CITY 0 STATE ZIP 5 4 - SIC& 3 AIL wa FAX CONTRACTOR' LICENSE #SAM (7- Vff008B' EXP DATE CITY LICENSE # MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # Copy of City Mitigation documentation JFC). I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yelm. Applicant's Signature Owner f Contractor Owner's Agent / Contractor's Agent / Tenant All perm within 1E a Knzl- 105 Yelm Aue W Yelm, WA 98597 e LI Date (Please circle one.) such permit is not begun _ x a period of 180 days FIVE+ D 3� ' �� - �� FEB 17 2015 (360) 458 -3835 (360) 458 -3144 FAX www.ci.yelm.wa.us Gary Carlson From: Kevin Lyon [kevrlyon @g mail. com] Sent: Saturday, June 06, 2015 9:58 PM To: Gary Carlson Cc: James Capezio Subject: Wellspring Plaza Floatation Discharge Plans Good afternoon Gary. This note follows our telephone conversation last Friday afternoon and your request that I briefly describe the waste water discharge plans for the floatation tanks at Wellspring Plaza. The initial discharge is not anticipated until 12 months after operations begin. The discharge will be 440 gallons of dilute magnesium sulphate. The City's waste water facility is not presently able, as we understand it, to receive that waste water because of some current biologic and facility limitations. As an interim measure, we have agreed to discharge the waste water as follows: (a) by pumping the waste water into a tanker , transporting it to and discharging it at a local organic farm. Magensium sulphate is a common agricultural fertilizer and several local organic farms have agreed to pump, transport and discharge the waste water at their cost. (b) if, a local organic farm is not able to receive the dilute magnesium sulphate, the waste water will be pumped, transported to, and discharged into the LOTT facility, with the approval of LOTT. I trust this meets your needs; if not, please let me know and I will respond further. We anticipate continuing our conversation with Ryan Johnstone. If circumstances change for either the City or the floatation business, for example, the City is able to improve the facility or our discharge costs increase, we will revisit these interim measure. We are available to assist the City in obtaining the improvements that it needs in order to service all small businesses within the City. My understanding is that the operation's permit, following this note, will issue the week of June 8. If my understanding is incorrect, please let me know. Thank you much for your assistance. Sincerely, Kevin Kevin R. Lyon WSBA No. 15076 Lyon PLLC 7011 Cooper Point Rd NW Olympia, Washington 98502 360.870.2777 cell 02/13/2015 13:51 FAX 360 236 2261 DOH EHS o a �'�'� see '� STATE OF WASHINGTON DEPARTMENT OF HEALTH OFFICE OF F—NVIRONMENTAL HEALTH, SAFETY, AND TOXICOLOGY 243 Israel Road SE •PO Box 47825. Olympia, Washington 98504 -7825 Toll -Free: 877 -485 -7316 TDD Relay Service: 1- 800- 525 -0127 (TDD/TTY711) . February 13, 2015 Ms. Patricia Everheart 9144 Burnett Road SE Yelm,. Washington 98597 Dear Ms. Everheart: 14001 Post -P Fax Note 7671 Date r�y�� -q 6 pagof Fran PA n- RtS nr='S To \ CoJDapt. co. "bo 14 _ Phone # Pty # Fax #25 -5- q i -" 7 [ '7 qi Fax 4 Facility Name: Wellspring Plaza Address: 9144 Burnett Road SE City: Yehn County: Thurston Facility ##: F0102 Project #: 2014041 The plans and specifications for Project #2014041, Wellspring Plaza, were received in this office on January 1, 2015. They have been reviewed and in accordance with the provisions of WAC 246 -260, are hereby APPROVED. As required in WAC 246 - 260 - 021(6), upon completion of the construction and prior to use, the owner shall: a. Submit a construction report from the engineer or architect to the Washington State Department of Health (enclosed) and send a copy of the construction report to the Thurston County health Department. b. Contact the Thurston County Health Department at least five working days before intended use of the facility. c. Obtain an operating. permit through the Thurston County Health Department. This letter serves as a CONSTRUCTION PERMIT under the requirements of WAC 246 - 260 -021 and RCW 70.90.160. WAC 246 -260 - 021(7) provides that this permit shall be valid for a period of eighteen months. Renewals may be granted by the department for a period of one year. It is the owner's responsibility to apply for a renewal. If you have any questions I can be reached at 360 - 236 -3386 or paul.reeves @doh.wa. gov Respectfully, rc� Paul J. Reeves Water Recreation Program cc: City of Yelm Building Department Thurston County Health Department Joe Dominczyk, ECNW Aaron Danner, Cozy Home Improvements R t Fee Submittal for Water Recreation Facility Pe The Washington State Department of Health charges a fee for reviewing Water Recreation Facility (WRF) plans and issuing construction permits. The fee rules (W.AC 246- 260 -9901 and WAC 245 - 262 -990) require prepayment for services through base fees which vary depending on the type of WRF. Base fees are due when plans are submitted for review. Additional fees of $99 per hour will be charged for hours of service beyond that provided by the base fee. Fees are due whether or not plans are approved. The construction permit will not be issued until full payment has been received. View the Fee Policy for more information. Send this Fee Submittal Form and payment only (no plans or specifications) to: WA Department of Health Office of Financial Sendees PO Box 1099 Olympia, WA 95507 -1.099 :Make check payable to WA DOH Water Recreation ( Owner (must provide owner's contact name iorapproval documents)* Mt Rainier Properties LLC 9144 Burnett Road SE Yelm, Wa 98597 *Owner Contact Name: Mt Rainier Properties LLC Phone: 360.400.2900 E -mail: info@welispdngplaza.com welispdngplaza.com Fax:360.400.2900 Facility Facility Name and Physical Address: Wellspring Plaza 9144 Burnett Road SE Yelm, WA 98597 Contact Name: Patricia Everheart Phone: 860.400.2900 E- mait :patricia @welispringplaza.com Fax: i Na me of person or orgianization requesting plan review and construction permit Print:Patricia Everheart Signature: Date: 09122/14 Enter # of Each Type of Construction Base Fee (per pool or feature New Construction Swimming pool with volume 100,000 gallons or more $800 Swimming pool with volume less than 100,000 gallons $400 2 Spa pool $400 Recirculating spray feature $400 Wading pool or non - recirculating spray feature $200 Recreational water park type activity feature (water slide, wave pool, inner tube ride, lazy river, etc.) $400 Alteration, Renovation, or Modification of Existing Facility ** Existing pool (swim, spa, wade, spray) regulated by Chapter 246 -260 WAG $100 j Existing recreational water contact facility feature regulated by Chapter 246 -262 WAC. To be billed after review tom teted Total Initial Fee Submitted: $800.00 * * Review time for alterations, renovations, or modifications of an existing facility typically exceeds 1 hour. Additional review time will be billed at $99 per hour. Heal' th DOH 333 -136 September 2011 Plan Submittal Form jr lor Water Recreation !' Permit Send plans and specifleations to: (Do not send fees to this address) WA Department of l -lealth Water Recreation Program 243 Israel Rd SE Tumwater, WA 98501 Owner fmusf provide owner's contact name for approval documents)* Address: r Properties LLC *Owner Contact Name: Mt Rainier Properties LLC Phone: 360.400.2900 E- mail:info @welispdngplaza.com ! Fax:360,40fl.2900 9144 Bumett Road SE Yelm, Wa 98597 ' Engineer or Architect Address: Contact Name: _ _ Phone: E -mail: Fax: ,Building Contractor Address: Contact Name:Aaron Danner Phone: 360.561.8385 Cozy Home Improvements ' P O Box 422 Yelm, VVA 98597 E -mail Fax: f=acility Facility Name and Physical Address: Wellspring Plaza i 9144 Bumett Road SE ! Yelm, WA 98597 Contact Name:Patricia Everheart Phone: 360.400.2900 E- mail:inio @welispringplaza.com Fax:360.400.2900 Building Department Reviewing Construction Plans Name: Please be advised that incomplete submittals will delay processin Plan submittals must include this form and three sets of plans (drawn to scale) with engineer or architect seal and signature and also three sets of specifications, with the following information: 1. Overall sketch of the pool or feature in relation to surrounding facilities in the area. 2. One or more plan views of the pool. 3. One or more cross sections of the pool through the main drain. 4. Detailed view of equipment layout, mechanical and chemical storage rooms. 5. Pipe schematic showing pipe configuration, pipe size, valves, inlets, main drains, over flow outlets, make- up water, and backwash from the filter. 6. Dimensional. drawings of pool bottom and sidewalls. 7. Deck and walking surfaces details demonstrating well drained non -slip surface. 8. Barrier protections (e.g. fencing), noting barrier height, construction of horizontal and vertical members and protections to ensure barrier is not compromised from surrounding outside features. 9. Specifications and cut sheets for all required components (pumps, filters, disinfectant feeders, skimmers, inlets, drains, flow meters, mechanical. ventilation, lighting fixtures). I.O. Other information requested by the Department of Health. 11. Details described in applicable Plan Details. ealth DOH 333 -133 Septem63r 2011 ri0�+ Tiu71c I FLOATATION TANK REVIEW CHECKLIST FOR WATER RECREATION POOL FACILITIES This checklist is provided to facilitate department plan review of pool facilities. Please provide the information requested and complete the appropriate section for the pool facility design. Plans and specifications are to be submitted by the design engineer stamped with their seal and accompanied by a cover letter. Plans are to be drawn to scale in sufficient detail to illustrate construction. I. POOL DESIGN PLANS 1. One vicinity sketch noting pool in relation to surrounding area and facilities. 2. Both plan and cross sectional views of the pool. Cross sectional views should provide information on the radius of curvature of the pool at shallow, breakpoint and deep ends of the pool. 3. Detailed view of the equipment room and equipment within it noting sufficient room is provided to access equipment for operation and maintenance. 4. Dimensional drawings of pool bottom and sidewall. 5. Specifications on required equipment components. 6. Piping schematic showing piping, pipe size, inlets, main drain, overflow channel or skimmers, vacuum fittings and all other appurtenances connected to the pool piping system. 7. Details on barrier construction. 8. Details on decking dimensions noting slope direction and location of drains. II. GENERAL POOL INFORMATION Name of Facility: Wellspring Plaza Pool Location: 9144 Burnett Road SE Yelm, WA Owner's Name: MT. Rainier Properties LLC Phone: (360) 400 -2900 Owner's Address: 9144 Burnett Road SE Yelm, WA 98597 Pool Contractor: Owner Phone: (509) 869 -7574 Design Engineer: Engineering Consultants Northwest, Inc. Phone: (253) 952 -7797 Pool Constuction: New III. SPECIFIC DESIGN CHARACTERISTICS Tank: Rectangular Indoor Tank Dimensions. Length: 8.00 ft. Width: 5.50 ft., or Diameter: 0 ft Maximum Pool Depth: 1.0 ft. Tank Perimeter: 27 ft Pool Surface Area: 42 sf Tank Capacity: 220 gallons Tank location is greater than 15 feet from any pump house, trees or other structures? Yes Tank Surface Construction Material: Non -Slip Finish: Textured Is Deck Slope Noted On Plans? Yes Decking Construction Material: Tile Fiberglass Inside Color: White Rate of Deck Slope: 1/4" per foot (minimum) Note if Tank is Elevated Above Decking. Yes Barrier Protection: See Notes on Plans. Minimum Barrier Height: Indoor Enclosure Note type of construction of barrier with information on maximum opening width to prevent means for access. (if greater than 45 inches between tops of horizontal members of barrier, make maximum width of openings so as not to allow a four inch (4 ") sphere to pass. If tops of horizontal members are less than 45 inches apart, maximum opening width shall be 1 -3/4 inches.) Height to Access Latch: 36 inches Key Code Access Is gate or door designed to be self - closing, self - latching? Yes Are gates or doors lockable for periods of non -use? Yes Bather Load Maximum Bather Capacity (maximum # of people at one time) is 1 person. Maximum Bather Load (maximum # of people to use tank in a one hour period) is 1 person. Stairs: Are locations of ladders and steps noted on the plans? Yes Height of Steps: 10.0 inches Width: 10 inches Location of Handrail Shown? Yes Is a contrasting color provided on stair tread edge and specified in the plans? Yes Recirculation System: Minimum Flow Required to Maintain 20 Minute Turnover is 40 gpm Pump Capacity with Clean Filter: 45 gpm Capacity with Dirty Filter: 40 gpm (Just prior to backwash) Provide appropriate calculations and assumptions to determine both pump rates: (See attached) Is copy of pump curve provided in specifications? See Calculations. Jet Pump Capacity: 0 gpm Is pump above or below pool water level? Above Is line size of recirculation system provided on the drawings, with location of all valves to provide for proper maintenance and use of equipment? Yes Are inlets and outlets of pool located on the plans? Yes Number of Inlets: 1 Flow Capacity Designed for Each Inlet: 45 gpm Number of Outlets: 3 Are a minimum of two main drains indicated on the plans with a minimum spacing of 3 feet? Yes Opening of Each Main Drain: 11.4 square inches each Maximum Width of Openings on Main Drain: per VGB requirements Maximum Velocity through Main Drain at 100% Flow Through Drains Including Jet Pump: 0.49 fps (Maximum 1.5 fps) Maximum Velocity through Suction and Discharge Pipe: 5.5 fps at 100% flow and 5.7 at 0.80% flow Maximum Velocity Through Discharge Pipe, Downstream of Valves: 5.5 fps Public Water Supply Serving Pool: City of Yelm Do drawings note the location where make -up water is introduced into the pool and how it is protected from backflow? Yes Equipment Room: Does drawing of equipment room adequately demonstrate that there is a minimum of three feet working area area to access equipment for proper operation? Yes Are drains specified in equipment room? Yes Lighting: 20 foot - candles minimum Ventilation? Yes Is room lockable? Yes TREATMENT SYSTEM: Pump & Strainer: Is a pump strainer provided? Yes Is any valving needed and shown to isolate strainer for routine maintenance? Yes Does pump have self - primimg capability if above pool water level? Yes Filter: Type of Filter: Cartridge Is it NSF approved? Yes Number of Filters: 1 Filter Area -Each: 150.0 sf Total Filter Area: 150.0 sf Filter Application Rate: Clean Filter: 0.30 gpm /sf Dirty Filter: 0.27 gpm /sf Allowable: 0.375 gpm /sf Are.two guages provided to measure differential pressure across filter? Yes Are locations noted on plans? Yes If cartridge filter systems are being used it is necessary to specify that filter bypass valves will be sealed in permanently closed position. Note location on plans and range of flowmeters in specifications. Noted on Plans. Are means provided for air relief on filters? Yes If using a separation tank with a DE filter, are instructions provided to warn operator to release air prior to opening? NA Disinfection: Type of Disinfectant: Bromine Type of Material Being Fed: Solid Capacity of Disinfection Equipment: 4 pounds per day Type of Disinfection Equipment to be Installed: See Specifications on Plans If using liquid or solid material, note that it is NSF approved? NSF Noted on Plans. If using gas chlorine: NA 1. Note location of separate sealed room, with door opening to out -of -doors on plans. Note prevailing wind direction in relation to the pool facility (including air intake structures for buildings) and surrounding area. 2. Provide: Sign on door. 3. Mechanical exhaust at one air change per minute, remote or door activated switch to turn on fan, means to exhaust from floor of room, means for make -up air to room across breathing zone of operator, screened chlorinator vent. 4. Note type of breathing protection (self- contained breathing apparatus). 5. Vacuum injection chlorine systems, with vacuum - actuated cylinder regulators, integral backflow and anti - siphon protection at the injector. 6. Taring scales, means for automatic shutoff when pool flow is interrupted, means to store cylinders securely, valve -stem cylinder wrench on cylinders, note size of cylinders used. Chemical Feeders: Are feeders provided for controlling pH? NA (Required on pools of 50,000 gallons or more, or if feeding caustic soda or CO2) Heaters: If using heater requiring pilot light, is pilot light readily accessible? Yes Specify equipment to be installed in accordance with NEC and UMC. See Notes on Plans. Ventilation: On indoor pools, specify facility will be installed in conformance with ASHRAE standards for pool facilities. See Notes on Plans Testing Equipment: Provide information on type of testing equipment provided in conjunction with water quality and chemistry control of pool water. See Notes on Plans Chemical Storage: Provide information on placement of chemicals, to ensure storage is in conjunction with manufacturer's recommendations. See Notes on Plans Restrooms, Locker Rooms & Plumbing Fixtures: 1. Note location and size of locker room facility and location and number of plumbing fixtures provided. See Plans 2. Note provisions to prevent water temperature in showers from exceeding 110 Degrees F. See Plans 3. Note location of drains within facility and type of non -slip surface on floor. See Plans Lighting: See Plans 1. Provide information on minimum lighting to be provided around pool and deck, locker room and equipment room. 2. In facilities with locker rooms and walkway areas, note protective shielding provided on lights. 3. Note specifications on emergency lighting on indoor pool facilities. Emergency Equipment: See Plans 1. Phone or other emergency medical services response means. 2. First Aid Kit. 3. Two blankets. 4. Emergency shut -off switch to turn of all spa pumps (within 20 feet of spa) with audible alarm when switch is turned on. Signs: Note Provisions to provide signage in conformance with regulations. See Plans Plans for Food Services: NA CRUD: \JOBS \2141445 \pool- spa.gpw Facility: Wellspring Plaza Location: 9144 Burnett Road SE City, State: Yelm, WA SPA POOL HYDRAULIC CALCULATIONS Date Engineer: SPA SKIMMER CALCULATION The weir overflow rate for the skimmers is calculated as follows: Design flow = 45 gpm (Clean Filter) Number of skimmers = 1 Skimmer flow = 80% of 45 gpm = 36 gpm (Per WSDOH criteria) Flow per skimmer = 36 / 1 = 36.0 gpm Skimmer weir length = 8.375 inches Skimmer overflow rate = 36.0 / 8.375 = 4.3 gpm per inch Design flow = 40 gpm (Dirty Filter) Skimmer flow = 80% of 40 gpm = 32.0 gpm Flow per skimmer = 32 / 1 = 32.0 gpm Skimmer overflow rate = 32.0 / 8.375 = 3.8 gpm per inch SPA MAIN DRAIN CALCULATION The flow velocity through the main drains is calculated as follows: Recirculation design flow = 45 gpm = 0.100 cfs Jet pump design flow = 0 gpm = 0.000 cfs Total design flow = 45 + 0 = 45 gpm = 0.100 cfs Number of main drains = 2 Drain open area = 11.40 square inches each = 0.079 square feet Flow percentage through each drain = 100% Average main drain velocity = 0.100 / (0.079 x 1) = 0.49 fps SPA BATHER CAPACITY The spa capacity based on the skimmer weir is calculated as follows: January 4, 2015 Page: 1 of 1 ECNW 811 Porter Way Milton, WA 98354 Skimmer height = 5 inches Assume maximum operating water level near half of weir height Water depth at weir = 2.5 inches Spa surface area = 42 sf Water displacement = 42 sf x 2.5 inches x (1 ft / 12 inches) x (7.48 gals / cf) = 65.5 gallons Displacement per bather = 20 gallons Maximum spa capacity = 65.5 / 20 = 3.3 bathers Set maximum spa capacity = 1 bathers CRUD: \J0BS \2141445 \poo1- spa.gpw F 10 6c-+ -Tull FLOATATION TANK REVIEW CHECKLIST FOR WATER RECREATION POOL FACILITIES This checklist is provided to facilitate department plan review of pool facilities. Please provide the information requested and complete the appropriate section for the pool facility design. Plans and specifications are to be submitted by the design engineer stamped with their seal and accompanied by a cover letter. Plans are to be drawn to scale in sufficient detail to illustrate construction. I. POOL DESIGN PLANS 1. One vicinity sketch noting pool in relation to surrounding area and facilities. 2. Both plan and cross sectional views of the pool. Cross sectional views should provide information on the radius of curvature of the pool at shallow, breakpoint and deep ends of the pool. 3. Detailed view of the equipment room and equipment within it noting sufficient room is provided to access equipment for operation and maintenance. 4. Dimensional drawings of pool bottom and sidewall. 5. Specifications on required equipment components. 6. Piping schematic showing piping, pipe size, inlets, main drain, overflow channel or skimmers, vacuum fittings and all other appurtenances connected to the pool piping system. 7. Details on barrier construction. 8. Details on decking dimensions noting slope direction and location of drains. II, GENERAL POOL INFORMATION Name of Facility: Wellspring Plaza Pool Location: 9144 Burnett Road SE Yelm, WA Owner's Name: MT. Rainier Properties LLC Phone: (360) 400 -2900 Owner's Address: 9144 Burnett Road SE Yelm, WA 98597 Pool Contractor: Owner Phone: (509) 869 -7574 Design Engineer: Engineering Consultants Northwest, Inc. Phone: (253) 952 -7797 Pool Constuction: New III. SPECIFIC DESIGN CHARACTERISTICS Tank: Rectangular Indoor Tank Dimensions. Length: 8.00 ft. Width: 5.50 ft., or Diameter: 0 ft Maximum Pool Depth: 1.0 ft. Tank Perimeter: 27 ft Pool Surface Area: 42 sf Tank Capacity: 220 gallons Tank location is greater than 15 feet from any pump house, trees or other structures? Yes Tank Surface Construction Material: Non -Slip Finish: Textured Is Deck Slope Noted On Plans? Yes Decking Construction Material: Tile Fiberglass Inside Color: White Rate of Deck Slope: 1/4" per foot (minimum) Note if Tank is Elevated Above Decking. Yes Barrier Protection: See Notes on Plans. Minimum Barrier Height: Indoor Enclosure Note type of construction of barrier with information on maximum opening width to prevent means for access. (if greater than 45 inches between tops of horizontal members of barrier, make maximum width of openings so as not to allow a four inch (4 ") sphere to pass. If tops of horizontal members are less than 45 inches apart, maximum opening width shall be 1 -3/4 inches.) Height to Access Latch: 36 inches Key Code Access Is gate or door designed to be self - closing, self - latching? Yes Are gates or doors lockable for periods of non -use? Yes Bather Load Maximum Bather Capacity (maximum # of people at one time) is 1 person. Maximum Bather Load (maximum # of people to use tank in a one hour period) is 1 person. Stairs: Are locations of ladders and steps noted on the plans? Yes Height of Steps: 10.0 inches Width: 10 inches Location of Handrail Shown? Yes Is a contrasting color provided on stair tread edge and specified in the plans? Yes Recirculation System: Minimum Flow Required to Maintain 20 Minute Turnover is 40 gpm Pump Capacity with Clean Filter: 45 gpm Capacity with Dirty Filter: 40 gpm (Just prior to backwash) Provide appropriate calculations and assumptions to determine both pump rates: (See attached) Is copy of pump curve provided in specifications? See Calculations. Jet Pump Capacity: 0 gpm Is pump above or below pool water level? Above Is line size of recirculation system provided on the drawings, with location of all valves to provide for proper maintenance and use of equipment? Yes Are inlets and outlets of pool located on the plans? Yes Number of Inlets: 1 Flow Capacity Designed for Each Inlet: 45 gpm Number of Outlets: 3 Are a minimum of two main drains indicated on the plans with a minimum spacing of 3 feet? Yes Opening of Each Main Drain: 11.4 square inches each Maximum Width of Openings on Main Drain: per VGB requirements Maximum Velocity through Main Drain at 100% Flow Through Drains Including Jet Pump: 0.49 fps (Maximum 1.5 fps) Maximum Velocity through Suction and Discharge Pipe: 5.5 fps at 100% flow and 5.7 at 0.80% flow Maximum Velocity Through Discharge Pipe, Downstream of Valves: 5.5 fps Public Water Supply Serving Pool: City of Yelm Do drawings note the location where make -up water is introduced into the pool and how it is protected from backflow? Yes Equipment Room: Does drawing of equipment room adequately demonstrate that there is a minimum of three feet working area area to access equipment for proper operation? Yes Are drains specified in equipment room? Yes Lighting: 20 foot - candles minimum Ventilation? Yes Is room lockable? Yes TREATMENT SYSTEM: Pump & Strainer: Is a pump strainer provided? Yes Is any valving needed and shown to isolate strainer for routine maintenance? Yes Does pump have self - primimg capability if above pool water level? Yes Filter: Type of Filter: Cartridge Is it NSF approved? Yes Number of Filters: 1 Filter Area -Each: 150.0 sf Total Filter Area: 150.0 sf Filter Application Rate: Clean Filter: 0.30 gpm /sf Dirty Filter: 0.27 gpm /sf Allowable: 0.375 gpm /sf Are two guages provided to measure differential pressure across filter? Yes Are locations noted on plans? Yes If cartridge filter systems are being used it is necessary to specify that filter bypass valves will be sealed in permanently closed position. Note location on plans and range of flowmeters in specifications. Noted on Plans. Are means provided for air relief on filters? Yes If using a separation tank with a DE filter, are instructions provided to warn operator to release air prior to opening? NA Disinfection: Type of Disinfectant: Bromine Type of Material Being Fed: Solid Capacity of Disinfection Equipment: 4 pounds per day Type of Disinfection Equipment to be Installed: See Specifications on Plans If using liquid or solid material, note that it is NSF approved? NSF Noted on Plans. If using gas chlorine: NA 1. Note location of separate sealed room, with door opening to out -of -doors on plans. Note prevailing wind direction in relation to the pool facility (including air intake structures for buildings) and surrounding area. 2. Provide: Sign on door. 3. Mechanical exhaust at one air change per minute, remote or door activated switch to turn on fan, means to exhaust from floor of room, means for make -up air to room across breathing zone of operator, screened chlorinator vent. 4. Note type of breathing protection (self- contained breathing apparatus). 5. Vacuum injection chlorine systems, with vacuum - actuated cylinder regulators, integral backflow and anti - siphon protection at the injector. 6. Taring scales, means for automatic shutoff when pool flow is interrupted, means to store cylinders securely, valve -stem cylinder wrench on cylinders, note size of cylinders used. Chemical Feeders: Are feeders provided for controlling pH? NA (Required on pools of 50,000 gallons or more, or if feeding caustic soda or CO2) Heaters: If using heater requiring pilot light, is pilot light readily accessible? Yes Specify equipment to be installed in accordance with NEC and UMC. See Notes on Plans. Ventilation: On indoor pools, specify facility will be installed in conformance with ASHRAE standards for pool facilities. See Notes on Plans Testing Equipment: Provide information on type of testing equipment provided in conjunction with water quality and chemistry control of pool water. See Notes on Plans Chemical Storage: Provide information on placement of chemicals, to ensure storage is in conjunction with manufacturer's recommendations. See Notes on Plans Restrooms. Locker Rooms & Plumbing Fixtures: 1. Note location and size of locker room facility and location and number of plumbing fixtures provided. See Plans 2. Note provisions to prevent water temperature in showers from exceeding 110 Degrees F. See Plans 3. Note location of drains within facility and type of non -slip surface on floor. See Plans Lighting: See Plans 1. Provide information on minimum lighting to be provided around pool and deck, locker room and equipment room. 2. In facilities with locker rooms and walkway areas, note protective shielding provided on lights. 3. Note specifications on emergency lighting on indoor pool facilities. Emergency Equipment: See Plans 1. Phone or other emergency medical services response means. 2. First Aid Kit. 3. Two blankets. 4. Emergency shut -off switch to turn of all spa pumps (within 20 feet of spa) with audible alarm when switch is turned on. Signs: Note Provisions to provide signage in conformance with regulations. See Plans Plans for Food Services: NA CRL \D: \JOBS \2141445 \pool - spa.qpw Facility: Wellspring Plaza SPA POOL HYDRAULIC CALCULATIONS Date: January 4, 2015 Page: 1 of 1 Location: 9144 Burnett Road SE Engineer: ECNW 811 Porter Way City, State: Yelm, WA Milton, WA 98354 SPA SKIMMER CALCULATION The weir overflow rate for the skimmers is calculated as follows: Design flow = 45 gpm (Clean Filter) Number of skimmers = 1 Skimmer flow = 80% of 45 gpm = 36 gpm (Per WSDOH criteria) Flow per skimmer = 36 / 1 = 36.0 gpm Skimmer weir length = 8.375 inches Skimmer overflow rate = 36.0 / 8.375 = 4.3 gpm per inch Design flow = 40 gpm (Dirty Filter) Skimmer flow = 80% of 40 gpm = 32.0 gpm Flow per skimmer = 32 / 1 = 32.0 gpm Skimmer overflow rate = 32.0 / 8.375 = 3.8 gpm per inch SPA MAIN DRAIN CALCULATION The flow velocity through the main drains is calculated as follows: Recirculation design flow = 45 gpm = 0.100 cfs Jet pump design flow = 0 gpm = 0.000 cfs Total design flow = 45 + 0 = 45 gpm = 0.100 cfs Number of main drains = 2 Drain open area = 11.40 square inches each = 0.079 square feet Flow percentage through each drain = 100% Average main drain velocity = 0.100 / (0.079 x 1) = 0.49 fps SPA BATHER CAPACITY The spa capacity based on the skimmer weir is calculated as follows: Skimmer height = 5 inches Assume maximum operating water level near half of weir height Water depth at weir = 2.5 inches Spa surface area = 42 sf Water displacement = 42 sf x 2.5 inches x (1 ft / 12 inches) x (7.48 gals / cf) = 65.5 gallons Displacement per bather = 20 gallons Maximum spa capacity = 65.5 / 20 = 3.3 bathers Set maximum spa capacity = 1 bathers CRL \D: \JOBS \2141445 \pool - spa.qpw Facility: Wellspring Plaza SPA POOL HYDRAULIC CALCULATIONS Date: January 4, 2015 Page: 1 of 1 Location: 9144 Burnett Road SE Engineer: ECNW 811 Porter Way City, State: Yelm, WA Milton, WA 98354 SPA SKIMMER CALCULATION The weir overflow rate for the skimmers is calculated as follows: Design flow = 45 gpm (Clean Filter) Number of skimmers = 1 Skimmer flow = 80% of 45 gpm = 36 gpm (Per WSDOH criteria) Flow per skimmer = 36 / 1 = 36.0 gpm Skimmer weir length = 8.375 inches Skimmer overflow rate = 36.0 / 8.375 = 4.3 gpm per inch Design flow = 40 gpm (Dirty Filter) Skimmer flow = 80% of 40 gpm = 32.0 gpm Flow per skimmer = 32 / 1 = 32.0 gpm Skimmer overflow rate = 32.0 / 8.375 = 3.8 gpm per inch SPA MAIN DRAIN CALCULATION The flow velocity through the main drains is calculated as follows: Recirculation design flow = 45 gpm = 0.100 cfs Jet pump design flow = 0 gpm = 0.000 cfs Total design flow = 45 + 0 = 45 gpm = 0.100 cfs Number of main drains = 2 Drain open area = 11.40 square inches each = 0.079 square feet Flow percentage through each drain = 100% Average main drain velocity = 0.100 / (0.079 x 1) = 0.49 fps SPA BATHER CAPACITY The spa capacity based on the skimmer weir is calculated as follows: Skimmer height = 5 inches Assume maximum operating water level near half of weir height Water depth at weir = 2.5 inches Spa surface area = 42 sf Water displacement = 42 sf x 2.5 inches x (1 ft / 12 inches) x (7.48 gals / cf) = 65.5 gallons Displacement per bather = 20 gallons Maximum spa capacity = 65.5 / 20 = 3.3 bathers Set maximum spa capacity = 1 bathers CRL \D:\JOBS \2141445 \pool - spa.qpw r! am �lhggl��i•��H��q�nit��l!! qMINE�� 1 mow...... r 1 II wlmft!%R=m 4 mile! a 1111 10 rr'w .s rs �ii" iii J ii HIN 1� IM ,i 11131 it2 1110,101 111101MI 1111MMI 1 111 /■ I 11o■ 11 =1101 MORE E 1111 Ins IH1 Ime ®i �1 N O �� ■ �� n wr�r�� wwir r�rwi�weia�er�ww..w MEN v u VERTICAL CALCULATIONS ONLY FOR FLOOR UPGRADE TO SUPPORT SPECIFIC (WATER TANKS FOR: JAMES CAPEZIO MOUNT RAINIER PROPERIES PROJECT-WELLSPRING PLAZA 9144 BURNETT RD YELM, WA 98597 PROJECT NUMBER 14 -803 AUGUST 25, 2014 BY NELSON WAS S LZS� ,A i O � 8878 ,r _ XPIRES: 01 -31- & McCLURE, PLLC 2102 A CARRIAGE DR. SW SUTE 101 OLYMPIA, WA 98502 TELEPHONE: (360) 943 -2363 FAX: (360) 943 -2364 L 2 2014 Project: ��(�� G�tl lam' 1. !'7 NELSON Job: Date: -\ 1 & MCCLURE ,y. Page O of \Z "i' !'w^ gyp �� `' ! � '� .�, y"� 4-.. i,..• �. `. \ "`n � � \ '�' ".: :s..� `+ °' ':...�.- `y. � �.i1 ►:..s �\ ��1 . G'_ ^a' !` __. :2 - .... ..... �`._.. _~ j E i } 11 �,t .............. T". w.rl.r............ ....7'° N_ err.: :O _M�:., ....._.!.......... ?.......... .. ,y °.... _i NELSON sc MCCLURE LLB Project: Job -Date: �D 2,0 By: Page of ; '- • S BoiseCascade Single 11 -7/8" BCI® 5000 -1.7 DF Joist1J01 Dry I 1 span I No cantilevers 10/12 slope Wednesday, August 20, 2014 BC CALCO Design Report - US 16 OCS I Non - Repetitive I Glued & nailed construction Build 2627 File Name: BC CALC Project Job Name: Description: Designs \JO1 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR -1336 Misc: 3._- Z__S.__ Y v ..7_..___1__- ..s_,.�_�.._L.�_. m 'v Y ♦ 4 L T Z -___S .__L_ ',► Y Y r S _L__. _.:+ =_% v. _..._4°. : Y__._7. .. 4- Y T.._3'._. '. . -:L- _ +. _.� BO 13 -02 -01 B 1 Total Horizontal Product Length = 13 -02 -01 Reaction Summary (Down / Uplift) ( Ibs ) Bearing Live Dead Snow Wind Roof Live BO 1,001 /0 132/0 B1 1,001 /0 132/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 11.5% 160% 125% 1 Standard Load Unf. Area (lb /ft ^2) L 00 -00 -00 13 -02 -01 50 15 16 3 Water tank Unf. Area (lb /ft ^2) L 00 -00 -00 13 -02 -01 64 0 16 Controls Summary Value %Allowable Duration Case Location s,6 3 ft -Ibs : ' , ; , � f End Reaction 1,133 Ibs 78.8% 100% 1 00 -00 -00 End Shear 1,104 Ibs 67.9% 100% 1 00 -02 -00 Total Load Defl. U412 (0.378 ") 58.3% n/a 1 06 -07 -01 1efi 1_1466 (0.334") 103-1% 2 06 -07 -01 Max Defl. 0.378" 37.8% n/a 1 06 -07 -01 Span / Depth 13.1 n/a n/a 0 00 -00 -00 % Allow % Allow Bearing Supports Dim (L x W) Value Support Member Material BO Hanger 2" x 2" 1,133 Ibs n/a 78.8% Hanger B1 Hanger 2" x 2" 1,133 Ibs n/a 78.8% Hanger Cautions Member has insufficient Pos. Moment resistance to carry loads. Design meets Code minimum but not (U480) Live load deflection criteria. Web stiffeners required at bearing BO. Web stiffeners required at bearing B1. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets arbitrary (1 ") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8" were ignored in the results. Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code- accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232 -0788 before installation. \n \nBC CALC®, BC FRAMER®, AJSTm, ALLJOISTO , BC RIM BOARD —, BCI® , BOISE GLULAM —, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS ®, VERSA -RIM ®, VERSA - STRAND@, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. 7).0, ®Boise Cascade Single 11 -7/8" BCI® 5000 -1.7 DF JoistIJ01 Dry I 1 span I No cantilevers 0/12 slope Wednesday, August 20, 2014 BC CALCO Design Report - US 8 OCS I Non - Repetitive I Glued & nailed construction Build 2627 File Name: BC CALC Project Job Name: Description: Designs\J01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR -1336 Misc: I BO 13 -02 -01 61 Total Horizontal Product Length = 13 -02 -01 Reaction Summary (Down / Uplift) ( Ibs ) Bearing Live Dead Snow Wind Roof Live BO 501 /0 66/0 B1 501 /0 66/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb /ft ^2) L 00 -00 -00 13 -02 -01 50 15 8 2 Water tank Unf. Area (lb /ft ^2) L 00 -00 -00 13 -02 -01 64 0 8 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,807 ft-Ibs 57.4% 100% 1 06 -07 -01 End Reaction 566 Ibs 53% 100% 1 00 -00 -00 End Shear 552 Ibs 34% 100% 1 00 -02 -00 Total Load Defl. U765 (0203 ") 31 A% n/a 1 06 -07 -01 Live Load Defl. L/865 (0.18 ") 55.5% n/a 2 06 -07 -01 Max Defl. 0.203" 20.3% n/a 1 06 -07 -01 Span / Depth 13.1 n/a n/a 0 00 -00 -00 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Hanger 2" x 2" 566 Ibs n/a 53% Hanger B1 Hanger 2" x 2" 566 Ibs n/a 53% Hanger Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. Deflections less than 1/8" were ignored in the results. Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code- accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232 -0788 before installation.\n\nBC CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARDTM , BCI@ , BOISE GLULAMTm, SIMPLE FRAMING SYSTEMO , VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA- STRANDO, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. �h -2�' S Boise Cascade Single 11 -7/8" BCI® 5000 -1.7 DF Joist1J01 BC CALCO Design Report - US Build 2627 Job Name: Address: City, State, Zip: , Customer: Code reports: ESR -1336 Dry 11 span I No cantilevers 10/12 slope 16 OCS I Non - Repetitive I Glued & nailed construction File Name: BC CALC Project Description: Designs \JO1 Specifier Designer: Company: Misc: Wednesday, August 20, 2014 3__ 4_T r. BO 1G-08-01 B1 Total Horizontal Product Length = 10 -08 -01 Reaction Summary (Down / Uplift) ( Ibs ) Bearing Live Dead Snow Wind Roof Live BO 923/0 107/0 B1 1,384/0 107/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 100 °!° 1 Standard Load Unf. Area (lb /ft ^2) L 00 -00 -00 10 -08 -01 25 15 16 2 Coridor Unf. Area (lb /ft^2) L 00 -00 -00 05 -06 -00 55 0 16 3 Water tank Unf. Area (lb /ft ^2) L 05 -06 -00 09 -06 -00 283 0 16 4 room Unf. Area (lb /ft ^2) L 09 -06 -00 10 -08 -01 25 0 16 Controls Summary Value %Allowable Duration Case Location oment 3,772 ft -Ibs 119.8% 100 °!° 06 -03 -05 earction 1,491 ibs 103.7% 100% '' s X123' End Shear 1,476 Ibs 90.8% 100% 1 10 -06 -01 Total Load Defl. L/473 (0.266 ") 50.8% n/a 1 05 -08 -15 Live Load Defl. U511 (0246 ") 93.9% n/a 2 05 -09 -05 Max Defl- 0.266" 26.6% n/a 1 05 -08 -15 Span / Depth 10.6 n/a n/a 0 00 -00 -00 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Hanger 2" x 2" 1,030 Ibs n/a 96.4% Hanger 2" x 2 " 1,491 Ibs n/a 103.7 % Hanger Cautions Member has insufficient Pos. Moment resistance to carry loads Member has insufficient End Reaction resistance to carry loads Member has insufficient Bearing resistance to carry loads At B1 Web stiffeners required at bearing B1. Page 1 of 2 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code - accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232 -0788 before installation. \n \n BC CALCO, BC FRAMER ®, AJST11, ALLJOISTO , BC RIM BOARDTTM, BCI® , BOISE GLULAMTm, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS ®, VERSA -RIM®, VERSA - STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. S Boise Cascade Single 11 -7/8" BCI® 5000 -1.7 DF Joist1J01 Dry 11 span I No cantilevers 10/12 slope Wednesday, August 20, 2014 BC CALCO Design Report - US 8 OCS I Non - Repetitive I Glued & nailed construction Build 2627 Job Name: Address: City, State, Zip: , Customer: Code reports: ESR -1336 BO File Name: BC CALC Project Description: DesignsW01 Specifier: Designer: Company: Misc.. 2 _T _._ v ° 10 -op-o1 Total Horizontal Product Length = 10 -08 -01 Reaction Summary (Down / Uplift) ( Ibs ) Bearing Live Dead Snow Wind Roof Live BO 462/0 53/0 B1 692/0 53/0 B1 Controls Summary Value %Allowable Duration Case Location Live Dead Snow Wind Roof Live OCS Load Summary 1 06 -03 -05 End Reaction 745 Ibs 69.7% 100% 1 Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 10 -06 -01 1 Standard Load Unf. Area (lb /ft "2) L 00 -00 -00 10 -08 -01 25 15 8 2 Corridor Unf. Area (lb /ft ^2) L 00 -00 -00 05 -06 -00 55 0 8 3 Water tank Unf. Area (lb /ft ^2) L 05 -06 -00 09 -06 -00 283 0 8 4 room Unf. Area (lb /ft ^2) L 09 -06 -00 10 -08 -01 25 0 8 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,886 ft-Ibs 59.9% 100% 1 06 -03 -05 End Reaction 745 Ibs 69.7% 100% 1 10 -08 -01 End Shear 738 lbs 45.4% 100% 1 10 -06 -01 Total Load Defl. U883 (0.142 ") 27.2% n/a 1 05 -08 -13 Live Load Defl. U955 (0.132 ") 50.3% n/a 2 05 -09 -03 Max Defl. 0.142" 14.2% n/a 1 05 -08 -13 Span / Depth 10.6 n/a n/a 0 00 -00 -00 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Hanger 2" x 2" 515 Ibs n/a 48.2% Hanger B1 Hanger 2" x 2" 745 Ibs n/a 69.7% Hanger Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. Deflections less than 1/8" were ignored in the results. Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code- accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232 -0788 before installation. \n \nBC CALCO, BC FRAMERO , AJSTM', ALLJOISTO , BC RIM BOARDTm, BCIO , BOISE GLULAMTm, SIMPLE FRAMING SYSTEMO , VERSA -LAM @, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA - STRAND®, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. NELSON $c MCCLURE Project: Job: Date' By: Page 6 of I Ali 2102A Carriage Dr. SW Suite 101 Olympia, WA 98502 Fax: (360) 943 -2364 Phone: (360) 915 -8589 IBC 2012 STRUCTURAL NOTES GENERAL NOTES: These structural notes supplement the drawings. Any discrepancy found between the drawings, these notes, and the site conditions shall be reported to the Engineer, who shall correct the discrepancy in writing. Any work done by the Contractor after the discovery of the discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor is responsible for all shoring and bracing during construction. The structure has been designed to resist the specified lateral &/or vertical code required forces after the completion of construction. Stability of the structure prior to completion is the sole responsibility of the General Contractor. This responsibility includes but is not limited to: erection approach, methods and sequences, temporary shoring and bracing, formwork, and the use of equipment and construction procedures. Construction observation by the structural engineer is for general conformance with the design intent only, is not a review of the contractor's construction procedures. All construction shall, at a minimum, conform to the applicable portions of the latest edition of the International Building Code and the Washington State Building Codes. DESIGN CRITERIA: Live Load 50 PSF Floor and Deck 25 PSF Snow Water tanks as specified by the client Dead Load 15 PSF Floor 150 PCF Concrete Wind 2012 IBC Exposure B 85 MPH Seismic 2012 IBC Seismic Occupancy Category II Design Category D Soil Assumed bearing pressure 1500 PSF CARPENTRY: Provide minimum nailing per IBC Table 2304.9.1 or more, as otherwise shown or noted. Provide cut washers where bolt heads, nuts, and lag screws head bear on wood. Do not notch or drill structural members, except as approved by the structural engineer. Structural framing shall be Doug Fir #2 or better. 2. 4x members or larger shall be Doug Fir #1. 3. 2x joists shall be kiln dried and stored in a dry area prior to installation. 4. Pressure treated lumber shall be used in all locations required by the building code. Unless noted otherwise all pressure treated timber shall be Hem -Fir material. 5. Lumber will not have a moisture content exceeding 19 %. IBC 2012 6. Floor trusses shall be by Boise Cascade. All engineering was based upon the layout shown and this manufacturer. Should the contractor elect to use a different layout from the drawings or a different manufacturer, the contractor shall be responsible for the cost to Nelson &McClure for additional engineering. Roof trusses shall be by an approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Truss manufacturers are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses. All engineering was based on the layout shown. Should the contractor elect to use a different layout from these documents, the contractor shall be responsible for the cost to Nelson & McClure for additional engineering. 8. Glue laminated beams shall be 24F -V8 for cantilevered or continuous beams and 24F -V4 for simple spans unless noted otherwise of the drawings. Fb = 2400 psi Fv = 240 psi E = 1,800,000 psi FcL= 650 psi 9. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue laminated beams shall be cambered for L /480. See the framing plans for any exceptions. 10. All plywood shall bear the trademark of the American Plywood Association. All panels shall be APA Performance rated panels. Plywood shall be nailed at 6" on center edges and 12" in the field unless noted otherwise on the drawings. 11. All nails shall be common nails unless noted otherwise. All nails shall be from American or Canadian Manufacturers only. Size and spacing at all sheathing edges shall be as per the shearwall schedule or as noted. Nail shank diameter of installed nails must be as specified. Nail Shank Length Size Diameter 8d .131" 2.5" 10d .148" 3" 16d .162" 3.5" 12. Versa Lam beams shall be supplied by Boise Cascade. HARDWARE: All connection hardware shall be Simpson "Strong Tie" unless noted otherwise. Provide maximum size and quantity of nails or bolts per manufacturer, except as noted. Connection hardware exposed to the weather or soil shall be treated as in "STEEL" below. Pressure treated material requires that fasteners and connectors must be "post' hot -dip galvanized. Galvanizing shall be per ASTM A123 for connectors and ASTM A153 for fasteners. Simpson "Zmax" is an acceptable equal per ASTM A653. Stainless steel fasteners and connectors are also acceptable for pressure treated wood. When using stainless steel or hot - dipped galvanized connectors, the connectors and fasteners must be made of the same material. CONCRETE & REINFORCING STEEL: IBC 2012 All concrete work shall be per the 2012 IBC Chapter 19. Tolerances shall be per ACI 318 -11 Section 7.5. Mixing, placement, and inspection shall be per Sections 1903 (ACI Chapter 3), 1904 (ACI Chapter 4), 1905(ACI Chapter 5), 1906 (ACI Chapter 6), 1907(ACI Chapter 7) and 1704.9. 2. All reinforcing shall be ASTM A615 Grade 40 for #4 bars and smaller, Grade 60 for #5 bars and larger unless noted otherwise. Splice lengths are based on class A splices in normal weight concrete (fc = 3000 psi). All reinforcing shall be lap spliced as follows: #6 and smaller 48x bar diameter #7 and larger 56x bar diameter No more than 50% of horizontal or vertical bars shall be spliced at one location. 4. Concrete shall be in accordance with ASTM 150. F'c = 3000 psi @ 28 days slump = 4" maximum, 6% Air entrained 5. Concrete cover on reinforcing (unless shown otherwise) Bottom of footings 3" Formed earth face and slab on grade 2" Walls, Weather Face 1 %" Columns and beams to stirrups 1 '/2" Bottom of interior slab %11 Walls, inside face 1" MASONRY AND GROUT: 1. CMU construction shall be performed in compliance with the 2012 IBC. The specified compressive strength, fm =1500 psi, shall be achieved by compliance with Table 5.4.2 of ACI 530, ASCE 7, TMS 402 with 100% design stresses. Special inspection required. 2. Concrete masonry units (CMU) shall conform to ASTM -C90, minimum face shell thickness of 1 %" grade N -1. Use units of normal weight sand and gravel aggregate. 3. Mortar shall conform to ASTM C -270 type S, fc =1800 psi at 28 days. 4. Grout shall conform to ASTM C-476 fc =2800 psi at 28 days. Grout shall be lightweight with a weight of 105 pcf. 5. Mortar and grout shall be proportioned per Table 5.4.2 of ACI 530 /ASCE5/TMS 402. Construction, including handling of materials, including storage and protection, cold weather construction, and reinforcement placement shall be performed per ACI 530 /ASCE/TMS 402. 6. Partially completed walls shall be protected from direct exposure to moisture (rain) by tarping during the day and at the end of each day. All aggregates used in preparation of mortars and grout shall be maintained and stored in a dry condition and environment. Place no masonry work in temperatures less than 40 degrees F without preconditioning materials or providing temporary heat to 40 degrees F and maintain for 48 hours minimum. Protect all masonry from freezing for 4 days after laying, in an approved manner. Shore all headers across openings during construction and for a period of 28 days minimum after placement of grout. lsb IBC 2012 STEEL: All detailing, fabrication, and erection shall conform to the AISC Manual of Steel Construction. 1. All steel shall be ASTM A36 except as noted. 2. Structural pipe shall be ASTM A53 type S. 3. All bolts shall be ASTM A325, except as noted. 4. Anchor bolts shall be ASTM A307. 5. Welding shall be by AWS certified welders with E70 electrodes in accordance with AWS D1. 1-75. 6. All steel members and parts exposed to weather or in contact with the ground shall be galvanized per ASTM A -123 with 1.25 oz. of zinc spelter per square foot of contact area. All other steel surfaces shall be shop painted with two coats or red oxide primer after fabrication. Columns and other steel parts placed below grade and exposed to earth shall be painted with two coats of coal tar from the base to 6 inches above grade; such coating to be in addition to the galvanized coating. EXCAVATION 1. Excavate footings down to the depth shown on the drawings or to firm undisturbed material free of organics.. Areas over - excavated shall be backfilled with lean concrete (fc = 2000 psi), and shall be at the contractor's expense. 2. Backfill against walls shall not be placed until after the removal of all forms, screeds, other wood debris and material subject to rot or corrosion. Use only materials approved for backfill. In areas under slabs or footings, material other than pea gravel should be granular in nature, placed in 6 inch lifts and compacted to at least 95% of its maximum dry density as determined by AASHTO compaction test procedure T -180. The fill should be limited to clean, granular material. Pea gravel fill where specified on the drawings shall be a maximum particle size of 3/8" diameter. 5TArE 0 O 9 J S canes — y�2` �Hy AN STATE OF WASHINGTON DEPARTMENT OF HEALTH OFFICE OF ENVIRONMENTAL HEALTH, SAFETY, AND TOXICOLOGY 243 Israel Road SE • PO Box 47825, Olympia, Washington 98504 -7825 Toll -Free: 877- 485 -7316 TDD Relay Service: 1- 800 - 525 -0127 (TDD /TTY 711) February 13, 2015 Ms. Patricia Everheart 9144 Burnett Road SE Yelm, Washington 98597 Dear Ms. Everheart: Facility Name: Wellspring Plaza Address: 9144 Burnett Road SE City: Yelm County: Thurston Facility #: F0102 Project #: 2014041 The plans and specifications for Project #2014041, Wellspring Plaza, were received in this office on January 1, 2015. They have been reviewed and in accordance with the provisions of WAC 246 -260, are hereby APPROVED. As required in WAC 246 - 260 - 021(6), upon completion of the construction and prior to use, the owner shall: a. Submit a construction report from the engineer or architect to the Washington State Department of Health (enclosed) and send a copy of the construction report to the Thurston County Health Department. b. Contact the Thurston County Health Department at least five working days before intended use of the facility. Obtain an operating permit through the Thurston County Health Department. This letter serves as a CONSTRUCTION PERMIT under the requirements of WAC 246- 260 -021 and RCW 70.90.160. WAC 246 - 260 - 021(7) provides that this permit shall be valid for a period of eighteen months. Renewals may be granted by the department for a period of one year. It is the owner's responsibility to apply for a renewal. If you have any questions I can be reached at 360 - 236 -3386 or paul.reeves @doh.wa.gov Respectfully, Paul J. Reeves Water Recreation Program cc: City of Yelm Building Department Thurston County Health Department Joe Dominczyk, ECNW Aaron Danner, Cozy Home Improvements CONSTRUCTION REPORT WATER RECREATION FACILITIES RECREATIONAL WATER CONTACT FACILITIES Chapter 246- 260- 021(6) WAC Water Recreation Facilities Upon completion of WRF construction, modification, or alteration and before an operating permit is issued for use of the facility, the owner shall: a. Submit to the department or local health officer a construction report signed by an engineer or architect stating that to the best of the engineer's or architect's knowledge and belief, the installation is in compliance with the approved plans. The engineer's and architect's certification of the above condition in no way relieves any other party from meeting requirements imposed by contract or other regulations, including commonly accepted industry practice; and b. Notify the department or local health officer at least five working days before intended use of the facility. Chapter 246 - 262- 030(5) WAC Recreational Water Contact Facilities Upon completion of RWCF construction, alteration, or modification and prior to use, owners shall: a. Submit to the department or local health officer a construction report signed by an engineer or architect certifying that construction is substantially in compliance with approved plans and specification; and b. Notify the department or local health officer at least five working days before intended use of the facility. Facility Name: Wellspring Plaza Project #: 2014041 Facility Address: 9144 Burnett Road SE Owner's Name: Patricia Everheart Owner's Address: 9144 Burnett Road SE Yelm, Washington 98597 Project description: Wellspring Plaza Plans and Specifications Approved by Department of Health: / Project or Portions Completed Date: Note: If this certification is only for a part or phase of the project, specify which part. The undersigned engineer or architect or his /her authorized agent has inspected the project described above and concludes that the project has been constructed according to the plans, specification, and "change orders" or plan amendments approved by the department. Those portions of this project that are also regulated by the Virginia Graeme Baker Pool and Spa Safety Act have been constructed according to and with materials meeting the federal law and the ASME Al 12.19.8 standard. Documentation has been provided to the owner of the facility for their records to verify compliance with the Virginia Graeme Baker Pool and Spa Safety Act. Engineer or Architect Seal Signature of Engineer or Architect Date Mail ORIGINAL form to: Mail COPY of form to: WA State Dept of Health Thurston County Health Department Water Recreation Program 412 Lilly Road NE PO Box 47825 Olympia WA 98506 Olympia, WA 98504 -7825 Project Num Facility Num Run Date Owner Name Primary Contact Address 2014041 F0102 2/13/2015 Patricia Everheart Patricia 9144 Burnett Road SE Everheart Yelm, WA 98597 Project # cc: Agency Address Thurston County Health 412 Lilly Road NE Department Olympia WA 98506 2014041 A TYPICAL TANK PIPING SCHEMATIC N.T.S. NOTES: RECIRCULATION SYSTEM OPERATES AT ALL TIMES EXCEPT WHEN THE TANK IS SCHEDULED FOR USE AND IT IS MANUALLY SHUT DOWN BY THE ATTENDANT. IT WILL BE MANUALLY RESTARTED BY THE ATTENDENT AND OPERATED FOR AT LEAST 20 MINUTES (4 TURNOVERS) BEFORE THE NEXT TANK USE. TREATMENT OCCURS WITH AN EMPTY FLOATATION POD BY RECIRCULATING THROUGH THE STORAGE TANK. ApDpDflDoWED RECIRCULATION DEPARTMENT OF HEALTH PUMP OFF1 I0 NVIRONM HEALTH & SAMY BY GAUGE ATE .0 JETER NOTE COVER MANUFACTURER DOES NOT REQUIRE A SUMP FOR ANSI /APSP -16 (2011) COMPLIANCE SUCTION PIPE COVER W/ FASTENERS F 11R WALL ADAPTER PLATE AS NEEDED STRUCTURE WALL b � � V z . Do �V ,Ra 4ij x isrsayo sroau.sN�� 01 -06 -15 DRAIN FIITING NTS FACILITY: WELLSPRING PLAZA ADDRESS: 9144 BURNETT ROAD SE YELM, WA 98597 OWNER: MT. RAINIER PROPERTIES LLC 9144 BURNETT ROAD SE YELM; WA 98597 (360) 400 -2900 02 -02 -15 REVIEW SCHEMAI REVISIONS M n w w3� w� N 0 zzF- Eaw zm? zoo wU z a w 0 z <w� 3 rn Y N J w � o w � r 3 z NO.: 2141445 T 2OF3 PARAMETER RECIRCULATION SUMP OPENING (INCHES) NA MANIFOLD PIPE DIAMETER (INCHES) 2 SUMP DEPTH (INCHES) NA SUCTION COVER AQUASTAR 6HPXXX NUMBER OF COVERS 2 COVER OPEN AREA (SQ. INCHES) 11.4 CERTIFIED MAXIMUM FLOW CAPACITY (GPM) -53.6 AT 1.5 FPS APSP -7 DESIGN FLOW (GPM) 45 VELOCITY AT APSP -7 FLOW THROUGH COVER (FPS) 1.27 VELOCIITY AT ASPS -7 FLOW THROUGH PIPE (FPS) 4.3 NOTES: RECIRCULATION SYSTEM OPERATES AT ALL TIMES EXCEPT WHEN THE TANK IS SCHEDULED FOR USE AND IT IS MANUALLY SHUT DOWN BY THE ATTENDANT. IT WILL BE MANUALLY RESTARTED BY THE ATTENDENT AND OPERATED FOR AT LEAST 20 MINUTES (4 TURNOVERS) BEFORE THE NEXT TANK USE. TREATMENT OCCURS WITH AN EMPTY FLOATATION POD BY RECIRCULATING THROUGH THE STORAGE TANK. ApDpDflDoWED RECIRCULATION DEPARTMENT OF HEALTH PUMP OFF1 I0 NVIRONM HEALTH & SAMY BY GAUGE ATE .0 JETER NOTE COVER MANUFACTURER DOES NOT REQUIRE A SUMP FOR ANSI /APSP -16 (2011) COMPLIANCE SUCTION PIPE COVER W/ FASTENERS F 11R WALL ADAPTER PLATE AS NEEDED STRUCTURE WALL b � � V z . Do �V ,Ra 4ij x isrsayo sroau.sN�� 01 -06 -15 DRAIN FIITING NTS FACILITY: WELLSPRING PLAZA ADDRESS: 9144 BURNETT ROAD SE YELM, WA 98597 OWNER: MT. RAINIER PROPERTIES LLC 9144 BURNETT ROAD SE YELM; WA 98597 (360) 400 -2900 02 -02 -15 REVIEW SCHEMAI REVISIONS M n w w3� w� N 0 zzF- Eaw zm? zoo wU z a w 0 z <w� 3 rn Y N J w � o w � r 3 z NO.: 2141445 T 2OF3 E NELSON Project: Job: Date: & MC'CLURE By: Page of i 0 0 u N 0 N 0 i V MAIN DRAY (TYP OF 2 UTILIT) CLOSE' HEAT[ APD FD)RD 0 OF P ENVIA HEALTH 8 S�,Y O � Illy c SCOPE OF WORK: 1. INSTALLATION OF TWO COMMERCIAL USE FLOATATION TANKS FOR THERAPY. 2. COMPLETION OF OTHER IMPROVEMENTS SUCH AS LIGHTING, VENTILATION, FLOORING, ETC. AS REQUIRED TO SUPPORT THE FLOATATION TANK FACILITY. NOTE: 1. ALL DOORS, EXCEPT TO SAUNA, ARE LOCKABLE. DOORS TO FLOAT TANK & SAUNA ROOMS ARE SELF - CLOSING AND SELF - LATCHING. 2. PROVIDE HANDRAILS AS REQUIRED FOR TANK ACCESS. 3. PROVIDE TEXTURED SURFACE AT TANK ENTRANCE TO PREVENT SLIPPING. FACILITY: WELLSPRING PLAZA - tAnHw I rHiN ADDRESS: 9144 BURNETT ROAD SE Xl-ff F O (TYP) YELM, WA 98597 FLOAT NON -SLIP OWNER: MT, RAINIER PROPERTIES LLC MAIN DRAIN TANK 1 FLOORING 9144 BURNETT ROAD SE (TYP OF 2) "0 ANI^OL HOWE YELM, WA 98597 (360) 400 -2900 H EATE JLLUNU r LOOK FACILITY PLAN NTS RECEIVE Washington State Dept JAN 14 2015 Office of Environmenta Safety and Toxicology Cc �13 M n n ° 3 �N L` .n n o, I W N K M o mL0 d Z N 0_— :� 5 1') X 002 LL, zz� F�:aW LLJ z�= U) �- ozry Z00 wuz a Lil V) 0 g°rn0 �o a- r66 m W O N Z O Z W J CD J 3: O > LLJ M 11 I\ a_ a- Q _J O O Z_ � L¢i � J I,- � W Q J O J J J W Z DATE: 01 -06 -15 DRAWN: JMA APP.: JJD NO.: 2141445 Cu 01- 06- 151NOEET: j OF 3 TYPICAL TANK PIPING SCHEMATIC N.T.S. RECIRCULATION PUMP 'AUGE 11 l iIETER NOTES: RECIRCULATION SYSTEM OPERATES AT ALL TIMES EXCEPT WHEN THE TANK IS SCHEDULED FOR USE AND IT IS MANUALLY SHUT DOWN BY THE ATTENDANT. IT WILL BE MANUALLY RESTARTED BY THE ATTENDENT AND OPERATED FOR AT LEAST 20 MINUTES (4 TURNOVERS) BEFORE THE NEXT TANK USE. NOTE: COVER MANUFACTURER DOES NOT REQUIRE A SUMP FOR ANSI /APSP -16 (201 1) COMPLIANCE COVER W/ FASTENERS STRUCTURE WA 1CTION PIPE ?TER PLATE D DRAIN FIITING NTS FACILITY: WELLSPRING PLAZA 6 -15 't m Ln m M r r N W N Of 0) d z v o 00 m r J to X U) zz� �Qw LLJ z�= U) ozry zoo Lu u z a w 0 tn °o a 00 am W N � Z � Of m O cn z Z J J CD J Q cn IV J w Q w Z Q � � O a- w cn �- w w wi � z ADDRESS: 9144 PARAMETER RECIRCULATION SUMP OPENING (INCHES) NA MANIFOLD PIPE DIAMETER (INCHES) 2 SUMP DEPTH (INCHES) NA SUCTION COVER AQUASTAR 6HPXXX NUMBER OF COVERS 2 COVER OPEN AREA (SQ. INCHES) 11.4 CERTIFIED MAXIMUM FLOW CAPACITY (GPM) 53.6 AT 1.5 FPS APSP -7 DESIGN FLOW (GPM) 45 VELOCITY AT APSP -7 FLOW THROUGH COVER (FPS) 1.27 VELOCIITY AT ASPS -7 FLOW THROUGH PIPE (FPS) 4.3 RECIRCULATION PUMP 'AUGE 11 l iIETER NOTES: RECIRCULATION SYSTEM OPERATES AT ALL TIMES EXCEPT WHEN THE TANK IS SCHEDULED FOR USE AND IT IS MANUALLY SHUT DOWN BY THE ATTENDANT. IT WILL BE MANUALLY RESTARTED BY THE ATTENDENT AND OPERATED FOR AT LEAST 20 MINUTES (4 TURNOVERS) BEFORE THE NEXT TANK USE. NOTE: COVER MANUFACTURER DOES NOT REQUIRE A SUMP FOR ANSI /APSP -16 (201 1) COMPLIANCE COVER W/ FASTENERS STRUCTURE WA 1CTION PIPE ?TER PLATE D DRAIN FIITING NTS FACILITY: WELLSPRING PLAZA 6 -15 't m Ln m M r r N W N Of 0) d z v o 00 m r J to X U) zz� �Qw LLJ z�= U) ozry zoo Lu u z a w 0 tn °o a 00 am W N � Z � Of m O cn z Z J J CD J Q cn IV J w Q w Z Q � � O a- w cn �- w w wi � z ADDRESS: 9144 BURNETT ROAD SE YELM, WA 98597 OWNER: MT. RAINIER PROPERTIES LLC 9144 BURNETT ROAD SE YELM, WA 98597 DATE: 01 -06 -15 DROWN: JMA APP.: JJD (360) 400 -2900 JOB NO.: 2141445 SHEET: NO. 2OF3 • FLOAT TANK CHARACTERISTICS DESCRIPTION FLOAT 1 & 2 DESIGNATION GENERAL USE DIMENSIONS (feet) 5.5 X 8 APPROXIMATE DEPTH (feet) 1.0 VOLUME (gallons) 220 DESIGN FLOW (GPM) 45 TURNOVER RATE (MINUTES) 5 FILTER AREA (SQ. FT.) 150 FILTRATION RATE 0.27 (GPM /SQ. FT,) 0omv BATHER LOAD 1 FLOAT EQUIPMENT DESCRIPTION FLOAT 1 & 2 FILTER PENTAIR CLEAN & CLEAR CC150 150 SQ, FT. CARTRIDGE, NSF RETURN PUMP ADVANTAGE MAIN DRAIN (2) AQUASTAR 6HPXXX SKIMMER WATERWAY S10 CHEMICAL FEEDER I BROMIINE TABLET HAYWARD CL200, NSF UV SYSTEM I NA HEATER I BY OWNER (OPTIONAL) INLETS (1) STANDARD LIGHTS - -- FLOW METER BLUE -WHITE (20 - 100 GPM) PRESSURE GAUGE TWO SPARE PARTS FILTER CARTRIDGE MISCELLANEOUS EQUIPMENT ITEM I DESCRIPTION GENERAL NOTES CONFORMANCE All material and construction methods shall conform to Chapter 246 -260 WAC, "Water Recreation Facilities" published by the Washington State Department of Health (latest edition) as modified by the local agency having jurisdiction. WALKWAYS ADA required minimum width, non -slip finish, sloped to drain away from tank. BARRIERS Barrier protection shall be provided to prevent unauthorized access to tank facilities including: A. Lockable door with a self - closing, self - latching mechanism sixty inches or more from the ground with a clear space fifty inches deep on the latch side of door to position a wheelchair. When a latching mechanism is provided at any lower height, the latching mechanism shall be of a type remaining continuously locked, and only opening with the use of a key or other access control system. B. Access to the tank equipment space shall be lockable and locked when tank is not in use. COVERS Provide cover in accordance with WSEC Section 1454 for facilities heated to 90'F or greater. PIPING Plastic, 2" minimum diameter unless otherwise noted. HOSE BIBBS Provide bibb with vacuum breaker for facility cleanup. WASTE WATER To be disposed of through air gap. The air gap shall be a minimum of two times the filter waste pipe diameter. FLOOR DRAIN Provide floor drain. Ensure decks are sloped to drain. MAKE -UP WATER If not otherwise provided for in the drawings, make -up water shall be provided by hose bibb located in the deck area by Owner. Vacuum breaker protection shall be provided. Provide water supply to facility protected with state approved reduced pressure backflow prevention device. HEATER Install in accordance with the National Electrical Code and the Uniform Mechanical Code, as applicable. Locate so any on /off switch is readily accessible. Conform to Tables 14 -1A through 14 -1G as applicable. Provide controls to regulate temperature from maximum design setting down to 65' F. Locate controls in area inaccessible to users. lock out after setting. TEST KIT TAYLOR K -2000 THERMOMETERS 1 LEAF RAKE, VACUUM, HOSE - FACILITY: WELLSPRING PLAZA WALL BRUSH 1 ADDRESS: 9144 BURNETT ROAD SE SIGNS RULES YELM, WA 98597 EMERGENCY 911 OWNER: MT. RAINIER PROPERTIES LLC 9144 BURNETT ROAD SE - YELM, WA 98597 (360) 400 -2900 ¢ Cn IV W 0 � ¢ z � � o z � ¢ Cn >>_ J J Q J W W DATE: 01 -06 -15 DRAWN: JMA APP.: JJD NO.: 2141445 01- 06- 15IN'EEr: 3 OF 31 m P" M � LIGHTING amrcn� Provide not less than 30 foot - candles intensity measured at the water sureface. 20 foot - candles for locker rooms, equipment rooms wNm and restrooms. Provide protective shielding. Indoor facilities shall have o LnPO emergency lighting per UL 924. a0-- rJUl X VENTILATION (As Applicable) 0omv Provide ventilation conforming to the ASHRAE pool facility standards for co indoor facilities. zz - �Qw L_J SHOWER FACILITY zU)= Provide means to prevent maximum temperature from exceeding 110° F zoo wUz EMERGENCY EQUIPMENT (By Others) During the period the facility is open for use, the following is required: A. Telephone within one minute access. B. Standard 16 unit first -aid kit and blanket reserved for emergency use. SIGNAGE AND TESTING EQUIPMENT Provide signage and testing equipment in conformance with applicable a regulations. EQUIPMENT Proper housing to protect equipment shall be provided. CHEMICAL STORAGE Store chemicals in accordance with the manufacturer's requirements to minimize health and safety risks. Provide separate room from pool w equipment room when feasible. Cn 0 Q a" OPERATION ° rn o It is the owner's responsibility to operate in compliance with rules and a- r co ° regulations of the Washington State Department of Health. z z o o DISABILITY ACCESS ck� < L m Provide "person with disability" access per applicable regulations. 1- --J d M c, Z w J } `i U TEST KIT TAYLOR K -2000 THERMOMETERS 1 LEAF RAKE, VACUUM, HOSE - FACILITY: WELLSPRING PLAZA WALL BRUSH 1 ADDRESS: 9144 BURNETT ROAD SE SIGNS RULES YELM, WA 98597 EMERGENCY 911 OWNER: MT. RAINIER PROPERTIES LLC 9144 BURNETT ROAD SE - YELM, WA 98597 (360) 400 -2900 ¢ Cn IV W 0 � ¢ z � � o z � ¢ Cn >>_ J J Q J W W DATE: 01 -06 -15 DRAWN: JMA APP.: JJD NO.: 2141445 01- 06- 15IN'EEr: 3 OF 31 CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM 2-,0 el d Project Address: 91yIA 3,Ary 4 ?b St 2DZ Parcel #: Zoning; Current Use: Proposed Use: ❑ New Construction ❑ Re -Model / Re -Roof / Tenant Improvement Plumbing ' Mechanical ❑ Fire Prevent/Suppress /Alarm Other Project Description /Scope of Work: 6e5tYuwixte J loaf * JOKnU roo&% +v r✓w o r+ Project Value. L) 000 Building Area (sq. ft) Parking Garage 1st Floor 2nd FloorVOv 3rd Floor Building Height Are there any environmentally sensitive areas located on the parcel? 00 If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER/TENANT NAME: arv►s z"1 ADDRESS9144 16rnL* " S'4•. 202. EMAIL o4a Gib w r• CITY YeAZ STATE ZIP 9B54a TELEPHONE Xwo - 4o0 2900 ARCHITECT /ENGINEER Son fe. IC— LICENSE # ADDRESS lot ftr► fir S&J -V1o1 EMAIL CITY Ol jAAj2iGi STATE �_ZIP goSDZ TELEPHONE �% - .23L3 GENERAL CONTRACTO TELEPHONE atop - SL1-S385- ADDRESS r EMAILQay kxA,s. - ka.roti. (222 a,n � l •LPw� CITY STATE WA ZIP 16511 FAX %J! CONTR CTOR'S LICENSE 0z,, 1+W19X2LV EXP DATE oISCITY LICENSE # PLUMBING CONTRACTORCuni+& -r Ptyww.b;R TELEPHONE 36D-35'J-9&65 ADDRESS 5a 43` 1 EMAIL CITY p� i!jnW %y— STATE Wilk ZIP !1$5'01FAX CONTRACTOR'S LICENSE #'SAo11TP1108bl LEXP DATE CITY LICENSE # MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # Copy of City Mitigation documentation (TFC). I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the Owner / Contractor / Owner's Agent / Contractor's Agent / Tenant Z,. 11 - Date (Please circle one.) All permits are non - transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days r TN7FFD� SEP 12 2014 (360) 458 -3835 105 Yelm Ave W (360) 458 -3144 FAX Yelm, WA 98597 www.ci.yelm.wa.U8""; f ` M; !!!� N!! ■! B B N!t ■! N N i! i!! I� �! �! i r N!! ill i!! i!! i! AMEN ■_ ��■��iii■■tlt■I�i�i�t�i _. ■ 1 t tH■ . � �aii�li � !!i•qO!! ■ I II a■■til "%■q■ A t ■■ ■ ■..itlo I I I I I I I I I us ■m ME mill oil r r •!r iliiiii I sl a ICI na 1 1■ 1 11 M 1111 I■= 111 11111111 IH 1� NMI HI�:Imno 10101111ISSI NI list INN I � : � sly 1�► �� I Bon ml l lei ls: Ilea {� 1 ■fil 1■ �!I a i ■1 I 1 ■ ■I 1■ non! 61111 1 �i11■g 11 s ,,N I�! I■� ■ *u i A1111117 L CA on ■! VERTICAL CALCULATIONS ONLY FOR FLOOR UPGRADE TO SUPPORT SPECIFIC WATER TANKS FOR: JAMES CAPEZIO MOUNT RAINIER PROPERIES PROJECT - WELLSPRING PLAZA 9144 BURNETT RD YELM, WA 98597 PROJECT NUMBER 14 -803 AUGUST 25, 2014 BY NELSON & McCLURE, PLLC 2102 A CARRIAGE DR. SW SUTE 101 OLYMPIA, WA 98502 TELEPHONE: (360) 943 -2363 FAX: (360) 943 -2364 SEP 12 2014 Project: N NELSON Job: Date: Ot-1 � & MCCLURE —Page \ of 4 - Ir- _41 .. ....... . .... ........ ........... . . ........ . ........... ............. .............. ..... . .... ......... .. 77 .. ................ z 'ek ... ...... '(2 oo ............... T.. ........ . ........... ......... ... ........... . .. . ...... . ... . ................ .......... . ............. .... ............. ............. .. . ................ ..... . ........ . . . .. . ................ ...... . ... . V . ............... . . . .... ... . ... ...................... .. ............ . . . . . ............. . .......... . . . . ....... Tr'k ............... . ................. . . ....... .... ..... ................ ...... . ... ...... ....... .................. . ..... I�e ......... . . .. . ....... ......... ........ . ..... _Z .. ... ......... ........... ... . ......... ............. .......... . ... . .......... .......... 21M ....... . . .... .. .......... .. ...... . . .... . . ..... . . .... A-4 .... . ................... . ......... . . . .......... . ....... . ...... .... ........... . ........... ................. . ...... . ........... ...... . . ........... . . ........ .. ............... ......... . .......... .... . . ........ . .... .... . .... ....... ....... ..... ..... . . ........ 2102A Carriage Dr. SW Suite 101 Olympia, WA 98502 Fax: (360) 943-2364 Phone: (360) 915-8589 Project: I'D NELSON Job: Date: & MCCLURE Page of Boise Cascade Single 11 -7/8" BCI® 5000 -1.7 DF Joist \J01 Dry 11 span I No cantilevers 10/12 slope Wednesday, August 20, 2014 BC CALCO Design Report - US 16 OCS I Non - Repetitive I Glued & nailed construction Build 2627 File Name: BC CALC Project Job Name: Description: Designs \JO1 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR -1336 Misc: 3 Controls Summary Value %Allowable Duration 13 -02 -01 Location B1 BO 0 End Reaction 1,133 Ibs 78.8% 100% 1 Total Horizontal Product Length = 13 -02 -01 1,104 Ibs 67.9% Reaction Summary (Down / Uplift) ( Ibs ) 1 00 -02 -00 Total Load Defl. U412 (0.378 ") 58.3% Bearing Live Dead Snow x'46610.334 ") Wind Roof Live BO 1,001 /0 132/0 0.378" 37.8% n/a 1 B1 1,001 /0 132/0 n/a n/a 0 00 -00 -00 % Allow Live Dead Snow Wind Roof Live OCS Load Summary Value Support Member Material BO Hanger 2" x 2" Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1,133 Ibs 1 Standard Load Unf. Area (lb /ft 112) L 00 -00 -00 13 -02 -01 50 15 16 3 Water tank Unf. Area (lb /ft "2) L 00 -00 -00 13 -02 -01 64 0 16 Controls Summary Value %Allowable Duration Case Location IS 13 ft -ibs 1 9 4 0 End Reaction 1,133 Ibs 78.8% 100% 1 00 -00 -00 End Shear 1,104 Ibs 67.9% 100% 1 00 -02 -00 Total Load Defl. U412 (0.378 ") 58.3% n/a 1 06 -07 -01 -;3d iD, -fl x'46610.334 ") 103 -1% 2 06 -07 -01 Max Defl. 0.378" 37.8% n/a 1 06 -07 -01 Span / Depth 13.1 n/a n/a 0 00 -00 -00 % Allow % Allow Bearing Supports Dim (L x W) Value Support Member Material BO Hanger 2" x 2" 1,133 Ibs n/a 78.8% Hanger B1 Hanger 2" x 2" 1,133 Ibs n/a 78.8% Hanger Cautions Member has insufficient Pos. Moment resistance to carry loads. Design meets Code minimum but not (U480) Live load deflection criteria. Web stiffeners required at bearing BO. Web stiffeners required at bearing 61. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets arbitrary (1 ") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8" were ignored in the results. Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code- accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes- To obtain Installation Guide or ask questions, please call (800)232 -0788 before installation- \n\nBC CALCO, BC FRAMER®, AJSTm, ALLJOISTO , BC RIM BOARDTm, BCI® , BOISE GLULAMTT" SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS ®, VERSA -RIM ®, VERSA - STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. Boise Cascade Single 11 -7/8" BCM 5000 -1.7 DF Joist1J01 Dry 11 span I No cantilevers 10/12 slope Wednesday, August 20, 2014 BC CALCO Design Report - US 8 OCS I Non - Repetitive I Glued & nailed construction Build 2627 File Name: BC CALC Project Job Name: Description: Designs\J01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR -1336 Misc: 2 BO 13 -02 -01 B1 Total Horizontal Product Length = 13 -02 -01 Reaction Summary (Down / Uplift) ( Ibs ) Bearing Live Dead Snow Wind Roof Live BO 501 /0 66/0 B1 501 /0 66/0 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb /ft ^2) L 00 -00 -00 13 -02 -01 50 15 8 2 Water tank Unf. Area (lb /ft ^2) L 00 -00 -00 13 -02 -01 64 0 8 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,807 ft-Ibs 57.4% 100% 1 06 -07 -01 End Reaction 566 Ibs 53% 100% 1 00 -00 -00 End Shear 552 Ibs 34% 100% 1 00 -02 -00 Total Load Defl. 0765 (0.203 ") 31.4% n/a 1 06 -07 -01 Live Load Defl. U865 (0.18 ") 55.5% n/a 2 06 -07 -01 Max Defl. 0.203" 20.3% n/a 1 06 -07 -01 Span / Depth 13.1 n/a n/a 0 00 -00 -00 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Hanger 2" x 2" 566 Ibs n/a 53% Hanger B1 Hanger 2" x 2" 566 Ibs n/a 53% Hanger Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (0480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8" were ignored in the results. Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code- accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232 -0788 before installation.\n\nBC CALCO, BC FRAMER@ , AJSTm, ALLJOISTO , BC RIM BOARD —, BCIO , BOISE GLULAMTm, SIMPLE FRAMING SYSTEM@ , VERSA -LAM @, VERSA -RIM PLUS@ , VERSA -RIM @, VERSA - STRANDS, VERSA -STUDS are trademarks of Boise Cascade Wood Products L.L.C. Ij1) Boise Cascade BC CALCO Design Report - US Build 2627 Job Name: Address: City, State, Zip: , Customer: Code reports: ESR -1336 Single 11 -7/8" BCI® 5000 -1.7 DF Dry 11 span I No cantilevers 0/12 slope 16 OCS I Non - Repetitive I Glued & nailed construction File Name: BC CALC Project Description: Designs \J01 Specifier: Designer: Company: Misc: Joist1J01 Wednesday, August 20, 2014 Controls Summary i r. _ Location f�_: .. _ 119.8% -+ I 1,491 ibs !'_- _'AF_. L.. ► Y �__ L�' T :' _ -._ -. 7___ 10 -08 -01 End Shear 1,476 Ibs 90.8% 100 % 1 10 -06 -01 Total Load Defl. U473 (0.266 ") 50.8% n/a 1G-08-01 05 -08 -15 Live Load Defl. LJ511 (0.246 ") B1 Bo 2 05 -09 -05 Max Defl. 0.266" 26.6% n/a 1 05 -08 -15 Span / Depth Total Horizontal Product Length = 10 -08 -01 n/a n/a Y Reaction Summary (Down / Uplift) ( Ibs ) % Allow % Allow Bearing Live Dead Snow Member Wind Roof Live 2" x 2" BO 923/0 107/0 Hanger i _4 get- 2" x 2" 491 ibs ` +' B1 1,384/0 107/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb /ft^2) L 00 -00 -00 10 -08 -01 25 15 16 2 Coridor Unf. Area (lb /ft ^2) L 00 -00 -00 05 -06 -00 55 0 16 3 Water tank Unf. Area (lb /ft ^2) L 05 -06 -00 09 -06 -00 283 0 16 4 room Unf. Area (lb /ft^2) L 09 -06 -00 10 -08 -01 25 0 16 Controls Summary Value %Allowable Duration Case Location Dos, Moment 3,772 ft-Ibs 119.8% 06 -03 -05 P.eact;on 1,491 ibs 103.7 °. /0 10 -08 -01 End Shear 1,476 Ibs 90.8% 100 % 1 10 -06 -01 Total Load Defl. U473 (0.266 ") 50.8% n/a 1 05 -08 -15 Live Load Defl. LJ511 (0.246 ") 93.9% n/a 2 05 -09 -05 Max Defl. 0.266" 26.6% n/a 1 05 -08 -15 Span / Depth 10.6 n/a n/a 0 00 -00 -00 % Allow % Allow Bearing Supports Dim (L x W) Value Support Member Material BO Hanger 2" x 2" 1,030 Ibs n/a 96.4% Hanger i _4 get- 2" x 2" 491 ibs ` +' "33.7% Cautions Member has insufficient Pos. Moment resistance to carry loads. Member has insufficient End Reaction resistance to carry loads. Member has insufficient Bearing resistance to carry loads At B1. Web stiffeners required at bearing B1. Page 1 of 2 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code - accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232 -0788 before installation. \n \nBC CALCO, BC FRAMER@ , AJSTM, ALLJOISTO , BC RIM BOARDTm, BCI@ , BOISE GLULAM -, SIMPLE FRAMING SYSTEMO , VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIMO, VERSA - STRAND@, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. T Boise Cascade Single 11 -7/8" BCI® 5000 -1.7 DF Joist1J01 Dry 11 span I No cantilevers 10/12 slope Wednesday, August 20, 2014 BC CALCO Design Report - US 8 OCS I Non - Repetitive I Glued & nailed construction Build 2627 File Name: BC CALC Project Job Name: Description: Designs\JO1 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR -1336 Misc: i:_. -i 4 '_ 10 -08-01 BO B1 Total Horizontal Product Length = 10 -08 -01 Reaction Summary (Down / Uplift) (Ibs ) Bearing Live Dead Snow Wind Roof Live BO 462/0 53/0 61 692/0 53/0 Live Dead Snow Wind Roof Live ocs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb /ft^2) L 00 -00 -00 10 -08 -01 25 15 8 2 Corridor Unf. Area (lb /ft ^2) L 00 -00 -00 05 -06 -00 55 0 8 3 Water tank Unf. Area (lb /ft ^2) L 05 -06 -00 09 -06 -00 283 0 8 4 room Unf. Area (lb /ft^2) L 09 -06 -00 10 -08 -01 25 0 8 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,886 ft-Ibs 59.9% 100% 1 06 -03 -05 End Reaction 745 Ibs 69.7% 100% 1 10 -08 -01 End Shear 738 Ibs 45.4% 100% 1 10 -06 -01 Total Load Defl. U883 (0.142 ") 27.2% n/a 1 05 -08 -13 Live Load Defl. U955 (0.132 ") 50.3% n/a 2 05 -09 -03 Max Defl. 0.142" 14.2% n/a 1 05 -08 -13 Span / Depth 10.6 n/a n/a 0 00 -00 -00 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Hanger 2" x 2" 515 Ibs n/a 48.2% Hanger B1 Hanger 2" x 2" 745 Ibs n/a 69.7% Hanger Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8" were ignored in the results. Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code- accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes- To obtain Installation Guide or ask questions, please call (800)232 -0788 before installation.ln\nBC CALCO, BC FRAMER@ , AJSTm, ALLJOISTO , BC RIM BOARDTm, BCIO , BOISE GLULAMTm, SIMPLE FRAMING SYSTEMO , VERSA -LAMO, VERSA -RIM PLUS@ , VERSA -RIM @, VERSA - STRAND@, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. NELSON & MCCLURE Project: wl/ -2 Job: Date: By: Page f) of 2102A Carriage Dr. SW Suite 101 Olympia, WA 98502 Fax: (360) 943 -2364 Phone: (360) 915 -8589 IBC 2012 STRUCTURAL NOTES GENERAL NOTES: These structural notes supplement the drawings. Any discrepancy found between the drawings, these notes, and the site conditions shall be reported to the Engineer, who shall correct the discrepancy in writing. Any work done by the Contractor after the discovery of the discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor is responsible for all shoring and bracing during construction. The structure has been designed to resist the specified lateral &/or vertical code required forces after the completion of construction. Stability of the structure prior to completion is the sole responsibility of the General Contractor. This responsibility includes but is not limited to: erection approach, methods and sequences, temporary shoring and bracing, formwork, and the use of equipment and construction procedures. Construction observation by the structural engineer is for general conformance with the design intent only, is not a review of the contractor's construction procedures. All construction shall, at a minimum, conform to the applicable portions of the latest edition of the International Building Code and the Washington State Building Codes. DESIGN CRITERIA: Live Load 50 PSF Floor and Deck 25 PSF Snow Water tanks as specified by the client Dead Load 15 PSF Floor 150 PCF Concrete Wind 2012 IBC Exposure B 85 MPH Seismic 2012 IBC Seismic Occupancy Category II Design Category D Soil Assumed bearing pressure 1500 PSF CARPENTRY: Provide minimum nailing per IBC Table 2304.9.1 or more, as otherwise shown or noted. Provide cut washers where bolt heads, nuts, and lag screws head bear on wood. Do not notch or drill structural members, except as approved by the structural engineer. 1. Structural framing shall be Doug Fir #2 or better. 2. 4x members or larger shall be Doug Fir #1. 3. 2x joists shall be kiln dried and stored in a dry area prior to installation. 4. Pressure treated lumber shall be used in all locations required by the building code. Unless noted otherwise all pressure treated timber shall be Hem -Fir material. 5. Lumber will not have a moisture content exceeding 19 %. IBC 2012 6. Floor trusses shall be by Boise Cascade. All engineering was based upon the layout shown and this manufacturer. Should the contractor elect to use a different layout from the drawings or a different manufacturer, the contractor shall be responsible for the cost to Nelson &McClure for additional engineering. 7. Roof trusses shall be by an approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Truss manufacturers are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses. All engineering was based on the layout shown. Should the contractor elect to use a different layout from these documents, the contractor shall be responsible for the cost to Nelson & McClure for additional engineering. Glue laminated beams shall be 24F -V8 for cantilevered or continuous beams and 24F -V4 for simple spans unless noted otherwise of the drawings. Fb = 2400 psi Fv = 240 psi E = 1,800,000 psi FcL= 650 psi 9. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue laminated beams shall be cambered for L/480. See the framing plans for any exceptions. 10. All plywood shall bear the trademark of the American Plywood Association. All panels shall be APA Performance rated panels. Plywood shall be nailed at 6" on center edges and 12" in the field unless noted otherwise on the drawings. 11. All nails shall be common nails unless noted otherwise. All nails shall be from American or Canadian Manufacturers only. Size and spacing at all sheathing edges shall be as per the shearwall schedule or as noted. Nail shank diameter of installed nails must be as specified. Nail Shank Length Size Diameter 8d .131" 2.5" 10d .148" 3" 16d .162" 3.5" 12. Versa Lam beams shall be supplied by Boise Cascade. HARDWARE: All connection hardware shall be Simpson "Strong Tie" unless noted otherwise. Provide maximum size and quantity of nails or bolts per manufacturer, except as noted. Connection hardware exposed to the weather or soil shall be treated as in "STEEL" below. Pressure treated material requires that fasteners and connectors must be "post' hot -dip galvanized. Galvanizing shall be per ASTM A123 for connectors and ASTM A153 for fasteners. Simpson "Zmax" is an acceptable equal per ASTM A653. Stainless steel fasteners and connectors are also acceptable for pressure treated wood. When using stainless steel or hot - dipped galvanized connectors, the connectors and fasteners must be made of the same material. CONCRETE & REINFORCING STEEL: IBC 2012 1. All concrete work shall be per the 2012 IBC Chapter 19. Tolerances shall be per ACI 318 -11 Section 7.5. Mixing, placement, and inspection shall be per Sections 1903 (ACI Chapter 3), 1904 (ACI Chapter 4), 1905(ACI Chapter 5), 1906 (ACI Chapter 6), 1907(ACI Chapter 7) and 1704.9. 2. All reinforcing shall be ASTM A615 Grade 40 for #4 bars and smaller, Grade 60 for #5 bars and larger unless noted otherwise. 3. Splice lengths are based on class A splices in normal weight concrete (f c = 3000 psi). All reinforcing shall be lap spliced as follows: #6 and smaller 48x bar diameter #7 and larger 56x bar diameter No more than 50% of horizontal or vertical bars shall be spliced at one location. 4. Concrete shall be in accordance with ASTM 150. F'c = 3000 psi @ 28 days slump = 4" maximum, 6% Air entrained Concrete cover on reinforcing (unless shown otherwise) Bottom of footings 3" Formed earth face and slab on grade 2" Walls, Weather Face 1 '/z" Columns and beams to stirrups 1 '/2" Bottom of interior slab V Walls, inside face 1" MASONRY AND GROUT: 1. CMU construction shall be performed in compliance with the 2012 IBC. The specified compressive strength, fm =1500 psi, shall be achieved by compliance with Table 5.4.2 of ACI 530, ASCE 7, TMS 402 with 100% design stresses. Special inspection required. 2. Concrete masonry units (CMU) shall conform to ASTM -C90, minimum face shell thickness of 1 '/4" grade N -1. Use units of normal weight sand and gravel aggregate. 3. Mortar shall conform to ASTM C -270 type S, fc =1800 psi at 28 days. 4. Grout shall conform to ASTM C-476 fc =2800 psi at 28 days. Grout shall be lightweight with a weight of 105 pcf. 5. Mortar and grout shall be proportioned per Table 5.4.2 of ACI 530 /ASCE5/TMS 402. Construction, including handling of materials, including storage and protection, cold weather construction, and reinforcement placement shall be performed per ACI 530 /ASCE/TMS 402. 6. Partially completed walls shall be protected from direct exposure to moisture (rain) by tarping during the day and at the end of each day. All aggregates used in preparation of mortars and grout shall be maintained and stored in a dry condition and environment. Place no masonry work in temperatures less than 40 degrees F without preconditioning materials or providing temporary heat to 40 degrees F and maintain for 48 hours minimum. Protect all masonry from freezing for 4 days after laying, in an approved manner. 7. Shore all headers across openings during construction and for a period of 28 days minimum after placement of grout. 1 /i IBC 2012 STEEL: All detailing, fabrication, and erection shall conform to the AISC Manual of Steel Construction. 1. All steel shall be ASTM A36 except as noted. 2. Structural pipe shall be ASTM A53 type S. 3. All bolts shall be ASTM A325, except as noted. 4. Anchor bolts shall be ASTM A307. 5. Welding shall be by AWS certified welders with E70 electrodes in accordance with AWS D1.1 -75. 6. All steel members and parts exposed to weather or in contact with the ground shall be galvanized per ASTM A -123 with 1.25 oz. of zinc spelter per square foot of contact area. All other steel surfaces shall be shop painted with two coats or red oxide primer after fabrication. Columns and other steel parts placed below grade and exposed to earth shall be painted with two coats of coal tar from the base to 6 inches above grade; such coating to be in addition to the galvanized coating. EXCAVATION 1. Excavate footings down to the depth shown on the drawings or to firm undisturbed material free of organics.. Areas over - excavated shall be backfilled with lean concrete (fc = 2000 psi), and shall be at the contractor's expense. Backfill against walls shall not be placed until after the removal of all forms, screeds, other wood debris and material subject to rot or corrosion. Use only materials approved for backfill. In areas under slabs or footings, material other than pea gravel should be granular in nature, placed in 6 inch lifts and compacted to at least 95% of its maximum dry density as determined by AASHTO compaction test procedure T -180. The fill should be limited to clean, granular material. Pea gravel fill where specified on the drawings shall be a maximum particle size of 3/8" diameter. 5TATg Off, O 9 �Hy 1889 d� STATE OF WASHINGTON DEPARTMENT OF HEALTH OFFICE OF ENVIRONMENTAL HEALTH, SAFETY, AND TOXICOLOGY 243 Israel Road SE • PO Box 47825, Olympia, Washington 98504 -7825 Toll -Free: 877 - 485 -7316 TDD Relay Service: 1- 800 - 525 -0127 (TDD/TTY 711) February 13, 2015 Ms. Patricia Everheart 9144 Burnett Road SE Yelm, Washington 98597 Dear Ms. Everheart: Facility Name: Wellspring Plaza Address: 9144 Burnett Road SE City: Yelm County: Thurston Facilitv #: F0102 Project #: 2014041 The plans and specifications for Project #2014041, Wellspring Plaza, were received in this office on January 1, 2015. They have been reviewed and in accordance with the provisions of WAC 246 -260, are hereby APPROVED. As required in WAC 246 - 260 - 021(6), upon completion of the construction and prior to use, the owner shall: a. Submit a construction report from the engineer or architect to the Washington State Department of Health (enclosed) and send a copy of the construction report to the Thurston County Health Department. b. Contact the Thurston County Health Department at least five working days before intended use of the facility. Obtain an operating permit through the Thurston County Health Department. This letter serves as a CONSTRUCTION PERMIT under the requirements of WAC 246- 260 -021 and RCW 70.90.160. WAC 246 - 260 - 021(7) provides that this permit shall be valid for a period of eighteen months. Renewals may be granted by the department for a period of one year. It is the owner's responsibility to apply for a renewal. If you have any questions I can be reached at 360- 236 -3386 or paul.reeves@doh.wa.gov Respectfully, T Paul J. Reeves Water Recreation Program cc: City of Yelm Building Department Thurston County Health Department Joe Dominczyk, ECNW Aaron Danner, Cozy Home Improvements CONSTRUCTION REPORT WATER RECREATION FACILITIES RECREATIONAL WATER CONTACT FACILITIES Chapter 246- 260- 021(6) WAC Water Recreation Facilities Upon completion of WRF construction, modification, or alteration and before an operating permit is issued for use of the facility, the owner shall: a. Submit to the department or local health officer a construction report signed by an engineer or architect stating that to the best of the engineer's or architect's knowledge and belief, the installation is in compliance with the approved plans. The engineer's and architect's certification of the above condition in no way relieves any other party from meeting requirements imposed by contract or other regulations, including commonly accepted industry practice; and b. Notify the department or local health officer at least five working days before intended use of the facility. Chapter 246- 262 - 030(5) WAC Recreational Water Contact Facilities Upon completion of RWCF construction, alteration, or modification and prior to use, owners shall: a. Submit to the department or local health officer a construction report signed by an engineer or architect certifying that construction is substantially in compliance with approved plans and specification; and b. Notify the department or local health officer at least five working days before intended use of the facility. Facility Name: Wellspring Plaza Facility Address: 9144 Burnett Road SE Owner's Name: Patricia Everheart Owner's Address: 9144 Burnett Road SE Yelm, Washington 98597 Project description: Wellspring Plaza Project #: 2014041 Plans and Specifications Approved by Department of Health: z jl3 f ��- Project or Portions Completed Date: Note: If this certification is only for a part or phase of the project, specify which part. The undersigned engineer or architect or his /her authorized agent has inspected the project described above and concludes that the project has been constructed according to the plans, specification, and "change orders" or plan amendments approved by the department. Those portions of this project that are also regulated by the Virginia Graeme Baker Pool and Spa Safety Act have been constructed according to and with materials meeting the federal law and the ASME Al 12.19.8 standard. Documentation has been provided to the owner of the facility for their records to verify compliance with the Virginia Graeme Baker Pool and Spa Safety Act. 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Please-provide the information requested and complete the appropriate section for the pool facility design. Plans and specifications are to be submitted by the design engineer stamped with their seal and accompanied by a cover letter. Plans are to be drawn to scale in sufficient detail to illustrate construction. I. POOL DESIGN PLANS 1. One vicinity sketch noting pool in relation to surrounding area and facilities. 2. Both plan and cross sectional views of the pool. Cross sectional views should provide information on the radius of curvature of the pool at shallow, breakpoint and deep ends of the pool. 3. Detailed view of the equipment room and equipment within it noting sufficient room is provided to access equipment for operation and maintenance. 4. Dimensional drawings of pool bottom and sidewall. 5. Specifications on required equipment components. 6. Piping schematic showing piping, pipe size, inlets, main drain, overflow channel or skimmers, vacuum fittings and all other appurtenances connected to the pool piping system. 7. Details on barrier construction. 8. Details on decking dimensions noting slope direction and location of drains. II. GENERAL POOL INFORMATION Name of Facility: Wellspring Plaza Pool Location: 9144 Burnett Road SE Yelm, WA Owner's Name: MT. Rainier Properties LLC Phone: (360) 400 -2900 Owner's Address: 9144 Burnett Road SE Yelm, WA 98597 Pool Contractor: Owner Phone: (509) 869 -7574 Design Engineer: Engineering Consultants Northwest, Inc. Phone: (253) 952 -7797 Pool Constuction: New III. SPECIFIC DESIGN CHARACTERISTICS Tank: Rectangular Indoor Tank Dimensions. Length: 8.00 ft. Width: 5.50 ft., or Diameter: 0 ft Maximum Pool Depth: 1.0 ft. Tank Perimeter: 27 ft Pool Surface Area: 42 sf Tank Capacity: 220 gallons Tank location is greater than 15 feet from any pump house, trees or other structures? Yes Tank Surface Construction Material: Non -Slip Finish: Textured Is Deck Slope Noted On Plans? Yes Decking Construction Material: Tile Fiberglass Inside Color: White Rate of Deck Slope: 1/4" per foot (minimum) Note if Tank is Elevated Above Decking. Yes RECEIVED Washington State Dept of Health JAN 14 2015 Office of Environmental Health Safety and Toxicology Barrier Protection: See Notes on Plans. Minimum Barrier Height: Indoor Enclosure Note type of construction of barrier with information on maximum opening width to prevent means for access. (if greater than 45 inches between tops of horizontal members of barrier, make maximum width of openings so as not to allow a four inch (4 ") sphere to pass. If tops of horizontal members are less than 45 inches apart, maximum opening width shall be 1 -3/4 inches.) Height to Access Latch: 36 inches Key Code Access Is gate or door designed to be self - closing, self - latching? Yes Are gates or doors lockable for periods of non -use? Yes Bather Load Maximum Bather Capacity (maximum # of people at one time) is 1 person. Maximum Bather Load (maximum # of people to use tank in a one hour period) is 1 person. Stairs: Are locations of ladders and steps noted on the plans? Yes Height of Steps: 10.0 inches Width: 10 inches Location of Handrail Shown? Yes Is a contrasting color provided on stair tread edge and specified in the plans? Yes Recirculation System: Minimum Flow Required to Maintain 20 Minute Turnover is 40 gpm Pump Capacity with Clean Filter: 45 gpm Capacity with Dirty Filter: 40 gpm (Just prior to backwash) Provide appropriate calculations and assumptions to determine both pump rates: (See attached) Is copy of pump curve provided in specifications? See Calculations. Jet Pump Capacity: 0 gpm Is pump above or below pool water level? Above Is line size of recirculation system provided on the drawings, with location of all valves to provide for proper maintenance and use of equipment? Yes Are inlets and outlets of pool located on the plans? Yes Number of Inlets: 1 Flow Capacity Designed for Each Inlet: 45 gpm Number of Outlets: 3 Are a minimum of two main drains indicated on the plans with a minimum spacing of 3 feet? Yes Opening of Each Main Drain: 11.4 square inches each Maximum Width of Openings on Main Drain: per VGB requirements Maximum Velocity through Main Drain at 100% Flow Through Drains Including Jet Pump: 0.49 fps (Maximum 1.5 fps) Maximum Velocity through Suction and Discharge Pipe: 5.5 fps at 100% flow and 5.7 at 0.80% flow Maximum Velocity Through Discharge Pipe, Downstream of Valves: 5.5 fps Public Water Supply Serving Pool: City of Yelm Do drawings note the location where make -up water is introduced into the pool and how it is protected from backflow? Yes Equipment Room: Does drawing of equipment room adequately demonstrate that there is a minimum of three feet working area area to access equipment for proper operation? Yes Are drains specified in equipment room? Yes Lighting: 20 foot - candles minimum Ventilation? Yes Is room lockable? Yes TREATMENT SYSTEM: Pump & Strainer: Is a pump strainer provided? Yes Is any valving needed and shown to isolate strainer for routine maintenance? Yes Does pump have self - primimg capability if above pool water level? Yes Filter: Type of Filter: Cartridge Is it NSF approved? Yes Number of Filters: 1 Filter Area -Each: 150.0 sf Total Filter Area: 150.0 sf Filter Application Rate: Clean Filter: 0.30 gpm /sf Dirty Filter: 0.27 gpm /sf Allowable: 0.375 gpm /sf Are two guages provided to measure differential pressure across filter? Yes Are locations noted on plans? Yes If cartridge filter systems are being used it is necessary to specify that filter bypass valves will be sealed in permanently closed position. Note location on plans and range of flowmeters in specifications. Noted on Plans. Are means provided for air relief on filters? Yes If using a separation tank with a DE filter, are instructions provided to warn operator to release air prior to opening? NA Disinfection: Type of Disinfectant: Bromine Type of Material Being Fed: Solid Capacity of Disinfection Equipment: 4 pounds per day Type of Disinfection Equipment to be Installed: See Specifications on Plans If using liquid or solid material, note that it is NSF approved? NSF Noted on Plans. If using gas chlorine: NA 1. Note location of separate sealed room, with door opening to out -of -doors on plans. Note prevailing wind direction in relation to the pool facility (including air intake structures for buildings) and surrounding area. 2. Provide: Sign on door. 3. Mechanical exhaust at one air change per minute, remote or door activated switch to turn on fan, means to exhaust from floor of room, means for make -up air to room across breathing zone of operator, screened chlorinator vent. 4. Note type of breathing protection (self- contained breathing apparatus). 5. Vacuum injection chlorine systems, with vacuum - actuated cylinder regulators, integral backflow and anti - siphon protection at the injector. 6. Taring scales, means for automatic shutoff when pool flow is interrupted, means to store cylinders securely, valve -stem cylinder wrench on cylinders, note size of cylinders used. Chemical Feeders: Are feeders provided for controlling pH? NA (Required on pools of 50,000 gallons or more, or if feeding caustic soda or CO2) Heaters: If using heater requiring pilot light, is pilot light readily accessible? Yes Specify equipment to be installed in accordance with NEC and UMC. See Notes on Plans. Ventilation: On indoor pools, specify facility will be installed in conformance with ASHRAE standards for pool facilities. See Notes on Plans Testinq Equipment: Provide information on type of testing equipment provided in conjunction with water quality and chemistry control of pool water. See Notes on Plans Chemical Storage: Provide information on placement of chemicals, to ensure storage is in conjunction with manufacturer's recommendations. See Notes on Plans Restrooms, Locker Rooms & Plumbing Fixtures: 1. Note location and size of locker room facility and location and number of plumbing fixtures provided. See Plans 2. Note provisions to prevent water temperature in showers from exceeding 110 Degrees F. See Plans 3. Note location of drains within facility and type of non -slip surface on floor. See Plans Lighting: See Plans 1. Provide information on minimum lighting to be provided around pool and deck, locker room and equipment room. 2. In facilities with locker rooms and walkway areas, note protective shielding provided on lights. 3. Note specifications on emergency lighting on indoor pool facilities. Emergency Equipment: See Plans 1. Phone or other emergency medical services response means. 2. First Aid Kit. 3. Two blankets. 4. Emergency shut -off switch to turn of all spa pumps (within 20 feet of spa) with audible alarm when switch is turned on. Signs: Note Provisions to provide signage in conformance with regulations. See Plans Plans for Food Services: NA CRL \D: \JOBS \2141445\pool - spa.qpw Facility: Wellspring Plaza Location: 9144 Burnett Road SE City, State: Yelm, WA SPA POOL HYDRAULIC CALCULATIONS Date Engineer: SPA SKIMMER CALCULATION The weir overflow rate for the skimmers is calculated as follows: Design flow = 45 gpm (Clean Filter) Number of skimmers = 1 Skimmer flow = 80% of 45 gpm = 36 gpm (Per WSDOH criteria) Flow per skimmer = 36 / 1 = 36.0 gpm Skimmer weir length = 8.375 inches Skimmer overflow rate = 36.0 / 8.375 = 4.3 gpm per inch Design flow = 40 gpm (Dirty Filter) Skimmer flow = 80% of 40 gpm = 32.0 gpm Flow per skimmer = 32 / 1 = 32.0 gpm Skimmer overflow rate = 32.0 / 8.375 = 3.8 gpm per inch SPA MAIN DRAIN CALCULATION The flow velocity through the main drains is calculated as follows: Recirculation design flow = 45 gpm = 0.100 cfs Jet pump design flow = 0 gpm = 0.000 cfs Total design flow = 45 + 0 = 45 gpm = 0.100 cfs Number of main drains = 2 Drain open area = 11.40 square inches each = 0.079 square feet Flow percentage through each drain = 100% Average main drain velocity = 0.100 / (0.079 x 1) = 0.49 fps SPA BATHER CAPACITY The spa capacity based on the skimmer weir is calculated as follows: January 4, 2015 Page: 1 of 1 ECNW 811 Porter Way Milton, WA 98354 Skimmer height = 5 inches Assume maximum operating water level near half of weir height Water depth at weir = 2.5 inches Spa surface area = 42 sf Water displacement = 42 sf x 2.5 inches x (1 ft / 12 inches) x (7.48 gals / cf) = 65.5 gallons Displacement per bather = 20 gallons Maximum spa capacity = 65.5 / 20 = 3.3 bathers Set maximum spa capacity = 1 bathers CRL \D: \JOBS \2141445 \pool -spa.gpw FLOATATION TANK REVIEW CHECKLIST FOR WATER RECREATION POOL FACILITIES This checklist is provided to facilitate department plan review of pool facilities. Please provide the information requested and complete the appropriate section for the pool facility design. Plans and specifications are to be submitted by the design engineer stamped with their seal and accompanied by a cover letter. Plans are to be drawn to scale in sufficient detail to illustrate construction. I. POOL DESIGN PLANS 1. One vicinity sketch noting pool in relation to surrounding area and facilities. 2. Both plan and cross sectional views of the pool. Cross sectional views should provide information on the radius of curvature of the pool at shallow, breakpoint and deep ends of the pool. 3. Detailed view of the equipment room and equipment within it noting sufficient room is provided to access equipment for operation and maintenance. 4. Dimensional drawings of pool bottom and sidewall. 5. Specifications on required equipment components. 6. Piping schematic showing piping, pipe size, inlets, main drain, overflow channel or skimmers, vacuum fittings and all other appurtenances connected to the pool piping system. 7. Details on barrier construction. 8. Details on decking dimensions noting slope direction and location of drains. II. GENERAL POOL INFORMATION Name of Facility: Wellspring Plaza Pool Location: 9144 Burnett Road SE Yelm, WA Owner's Name: MT. Rainier Properties LLC Phone: (360) 400 -2900 Owner's Address: 9144 Burnett Road SE Yelm, WA 98597 Pool Contractor: Owner Phone: (509) 869 -7574 Design Engineer: Engineering Consultants Northwest, Inc. Phone: (253) 952 -7797 Pool Constuction: New III. SPECIFIC DESIGN CHARACTERISTICS Tank: Rectangular Indoor Tank Dimensions. Length: 8.00 ft. Width: 5.50 ft., or Diameter: 0 ft Maximum Pool Depth: 1.0 ft. Tank Perimeter: 27 ft Pool Surface Area: 42 sf Tank Capacity: 220 gallons Tank location is greater than 15 feet from any pump house, trees or other structures? Yes Tank Surface Construction Material: Non -Slip Finish: Textured Is Deck Slope Noted On Plans? Yes Decking Construction Material: Tile Fiberglass Inside Color: White Rate of Deck Slope: 1/4" per foot (minimum) Note if Tank is Elevated Above Decking. Yes RECEIVED Washington State Dept of Health JAN 14 2015 Office of Environmental Health Safety and Toxicology Barrier Protection: See Notes on Plans. Minimum Barrier Height: Indoor Enclosure Note type of construction of barrier with information on maximum opening width to prevent means for access. (if greater than 45 inches between tops of horizontal members of barrier, make maximum width of openings so as not to allow a four inch (4 ") sphere to pass. If tops of horizontal members are less than 45 inches apart, maximum opening width shall be 1 -3/4 inches.) Height to Access Latch: 36 inches Key Code Access Is gate or door designed to be self - closing, self - latching? Yes Are gates or doors lockable for periods of non -use? Yes Bather Load Maximum Bather Capacity (maximum # of people at one time) is 1 person. Maximum Bather Load (maximum # of people to use tank in a one hour period) is 1 person. Stairs: Are locations of ladders and steps noted on the plans? Yes Height of Steps: 10.0 inches Width: 10 inches Location of Handrail Shown? Yes Is a contrasting color provided on stair tread edge and specified in the plans? Yes Recirculation System: Minimum Flow Required to Maintain 20 Minute Turnover is 40 gpm Pump Capacity with Clean Filter: 45 gpm Capacity with Dirty Filter: 40 gpm (Just prior to backwash) Provide appropriate calculations and assumptions to determine both pump rates: (See attached) Is copy of pump curve provided in specifications? See Calculations. Jet Pump Capacity: 0 gpm Is pump above or below pool water level? Above Is line size of recirculation system provided on the drawings, with location of all valves to provide for proper maintenance and use of equipment? Yes Are inlets and outlets of pool located on the plans? Yes Number of Inlets: 1 Flow Capacity Designed for Each Inlet: 45 gpm Number of Outlets: 3 Are a minimum of two main drains indicated on the plans with a minimum spacing of 3 feet? Yes Opening of Each Main Drain: 11.4 square inches each Maximum Width of Openings on Main Drain: per VGB requirements Maximum Velocity through Main Drain at 100% Flow Through Drains Including Jet Pump: 0.49 fps (Maximum 1.5 fps) Maximum Velocity through Suction and Discharge Pipe: 5.5 fps at 100% flow and 5.7 at 0.80% flow Maximum Velocity Through Discharge Pipe, Downstream of Valves: 5.5 fps Public Water Supply Serving Pool: City of Yelm Do drawings note the location where make -up water is introduced into the pool and how it is protected from backflow? Yes Equipment Room: Does drawing of equipment room adequately demonstrate that there is a minimum of three feet working area area to access equipment for proper operation? Yes Are drains specified in equipment room? Yes Lighting: 20 foot - candles minimum Ventilation? Yes Is room lockable? Yes TREATMENT SYSTEM: Pump & Strainer: Is a pump strainer provided? Yes Is any valving needed and shown to isolate strainer for routine maintenance? Yes Does pump have self- primimg capability if above pool water level? Yes Filter: Type of Filter: Cartridge Is it NSF approved? Yes Number of Filters: 1 Filter Area -Each: 150.0 sf Total Filter Area: 150.0 sf Filter Application Rate: Clean Filter: 0.30 gpm /sf Dirty Filter: 0.27 gpm /sf Allowable: 0.375 gpm /sf Are two guages provided to measure differential pressure across filter? Yes Are locations noted on plans? Yes If cartridge filter systems are being used it is necessary to specify that filter bypass valves will be sealed in permanently closed position. Note location on plans and range of flowmeters in specifications. Noted on Plans. Are means provided for air relief on filters? Yes If using a separation tank with a DE filter, are instructions provided to warn operator to release air prior to opening? NA Disinfection: Type of Disinfectant: Bromine Type of Material Being Fed: Solid Capacity of Disinfection Equipment: 4 pounds per day Type of Disinfection Equipment to be Installed: See Specifications on Plans If using liquid or solid material, note that it is NSF approved? NSF Noted on Plans. If using gas chlorine: NA 1. Note location of separate sealed room, with door opening to out -of -doors on plans. Note prevailing wind direction in relation to the pool facility (including air intake structures for buildings) and surrounding area. 2. Provide: Sign on door. 3. Mechanical exhaust at one air change per minute, remote or door activated switch to turn on fan, means to exhaust from floor of room, means for make -up air to room across breathing zone of operator, screened chlorinator vent. 4. Note type of breathing protection (self- contained breathing apparatus). 5. Vacuum injection chlorine systems, with vacuum - actuated cylinder regulators, integral backflow and anti - siphon protection at the injector. 6. Taring scales, means for automatic shutoff when pool flow is interrupted, means to store cylinders securely, valve -stem cylinder wrench on cylinders, note size of cylinders used. Chemical Feeders: Are feeders provided for controlling pH? NA (Required on pools of 50,000 gallons or more, or if feeding caustic soda or CO2) Heaters: If using heater requiring pilot light, is pilot light readily accessible? Yes Specify equipment to be installed in accordance with NEC and UMC. See Notes on Plans. Ventilation: On indoor pools, specify facility will be installed in conformance with ASHRAE standards for pool facilities. See Notes on Plans Testing Equipment: Provide information on type of testing equipment provided in conjunction with water quality and chemistry control of pool water. See Notes on Plans Chemical Storage: Provide information on placement of chemicals, to ensure storage is in conjunction with manufacturer's recommendations. See Notes on Plans Restrooms Locker Rooms & Plumbing Fixtures: 1. Note location and size of locker room facility and location and number of plumbing fixtures provided. See Plans 2. Note provisions to prevent water temperature in showers from exceeding 110 Degrees F. See Plans 3. Note location of drains within facility and type of non -slip surface on floor. See Plans Lighting: See Plans 1. Provide information on minimum lighting to be provided around pool and deck, locker room and equipment room. 2. In facilities with locker rooms and walkway areas, note protective shielding provided on lights. 3. Note specifications on emergency lighting on indoor pool facilities. Emergency Equipment: See Plans 1. Phone or other emergency medical services response means. 2. First Aid Kit. Two blankets. Emergency shut -off switch to turn of all spa pumps (within 20 feet of spa) with audible alarm when switch is turned on. Signs: Note Provisions to provide signage in conformance with regulations. See Plans Plans for Food Services: NA C RL \D: \J 0 B S \2141445\pool -spa.q pw mdb eds - food \q"[j7LZ \S80f \ :Q \-jHO sJagleq 6 = Al!oedeo eds wnwixew laS sJagleq £'£ = OZ / 9'99 = Al!oedeo eds wnw!xeVy suolle6 OZ = Jagleq Jad luewaoelds!Q suolle6 9'99 = (lo / sle6 2t7-L) x ( sagou! Z6 / 11 6) x sagou! S -Z x is Zb = luawaoelds!p JaleAA Is Zb = eaJe eoelJns edS sagou! 9"Z = J!am le gldap JaleM lg6!9q AeM to }leg Jeau !anal Jalem 6u!leJado wnw!xew ewnssV sagou! S = lg61aq Jaww!�S 179£86 VM 'u011!W AeM J91JOd 1,68 MN03 :smollol se palelnoleo s! 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