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HomeMy WebLinkAbout23-55975335 Eighth Street Zephyrhills, FL 33542 * -f hone: (813) 780-0020 Fax: (813) 780-0021 Z o' "2011 M Me lwn , N"11", 0 BGR-005597-2023 Issue Date: 02/0612023 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. i0+1MMMMI, III 171 ! 1! � I # IffAqUIA01111 - • ZEMMOL= Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. Il CONTRACTOR SIGNATURE PE 1OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I �,Iiy uI c.e(ullylllnla r-UlII[it tAIJIJIIUduUli Building Department Date Received It a t a It 0 It Owner's Name = Owner's Address . 15 Fee Simple Titleholder Name Fee Simple Titleholder Address JOB ADDRESS 4. a Phone Contact for Permitting ) Owner Phone Number Q' Owner Phone Number Owner Phone Number m SUBDIVISION Nq n or\I:\, e-ARA PROPOSED USE TYPE OF CONSTRUCTION 3 • s • NEW CONSTR 8 INSTALL SFR BLOCK LOT # t PARCEL C�b a (OBTAINED FROM PROPERTY TAX NOTICE) ADD/ALT = SIGN DEMOLISH REPAIR i 9 BUILDING SIZE I J SO FQOTAGE= HEIGHT 3E'r-t"t V t W' V x ;fl.'t i'x x W W W�x W e€ £ I[ W €„x't t''x WW`Y i x xB'x W £.i'.'4..x [ t'�t BUILDING $ —$ 1 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ �}� AMP SERVICE O PROGRESS ENERGY W.R.E.C. PLUMBING $ � MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING Q SPECIALTY = OTHER *� FINISHED FLOOR ELEVATIONS �r FLOOD ZONE AREA =YES CN70 BUILDERJ COMPANY jaW la SIGNATURE .. REGISTERED Y / N FEE uRREN Y Address License ELECTRICIAN COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y ! IN Address License # F r7i nf c� PLUMBER COMPANY Yla r "�f SIGNATURE REGISTERED Y N FEECURR Y Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y / NJ FEE CURREN Y / N Address License # OTHER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address License # t'iitDii'ltllt*ii:�tiiei�itt!fitiittlltE'!'3tii'#ttli'tlltit!'t#it RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) 1. Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/Footage) Driveways -Not over Counter if on public roadways..needs ROW ktky Ul 4-Upt lyl I 1111b r-til 11 11L /-\PP1IL;dUUI I Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I certify that L the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "own&' prior to commencement, CONTRACTOWISIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill; Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1 acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. 112M.41MMILM41 FLORIDA JURAT (F.S. 117 OWNER OR A( Subscribed and as identification. Notary Public I Cc ission No. �44 Name of Notary typed, printed or stamped . . .. ...... and rim WHo is4aM_pemQnatl.y-'.knawti-toLme-or has/Have produced as identification. c. Notary Public Com fissionNo 2C6,_ LY4;- 4, 1 Name of Notarytyp6d, f5ribmd'or stamped 4- n6, STEPHANIE ANN ROSS 5 Notary Public - State of Florida Commission # HH 054742 4 or My Comm, Expires Oct 19, 2024 tcled through National Notary Assn. INSTR#2022214335OR BK10700 PG202 rage 1 of 1 10/04/2022 09:10 AM Rcpt: 2509008 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller M NOTICE OF COMMENCEMENT State of FLORIDA County of PASCO Property Identification No: 32-25-21-0100-01800-0480 THE IJNDERSIG NED hereby gives notice that improvement will be made to certain real property, and in ijc,cordance with Section 713 of the Florida State Statutes, the following information is provided in this Notice of Commencement: LDescription of property (legal description): SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A AND 1.18 PB 77 PG 079 BLOCK 18 LOT 48 Street Address: 35668 BURMA REED DRIVE, ZEPHYRHILLS, FL 33541 2. General Description of Improvement: Installing Fiberglass Pool and Screen Enclosure 3. Owner information or Lessee information if the Lessee contracted for the improvement a) Name and address: HELTMAN NANCY 3 & DAVID THOMAS 35668 BURMA REED DR ZEPHYRHILLS, FL 33541 b) Name and address of fee simple titleholder (if other than owner): N/A c) Interest in property: Owner 4. Contractor: Paul Schaper, 8949 Gall Blvd., Zephyrhills, FL 33 541 — Ph: (813) 782-0920, Fax: (8 '1 3) 715-4875 5, Surety: NA 6. Lender: Name/Address: N/A 7, Identity of person within the State of Florida designated by owner upon whom notices or other documents may Its, served as provided by Section '713.13(l)(a)(7), Florida Statures: a) Name and address: N/A b) Telephone No.: Fax No. (opt) 8, In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes: Paul Schaper, 8949 Gall Blvd, Zephyrhills, FL 33541 — Ph: (813) 782-0920 — Fax: (813) 715-4875 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. SLATE OF FLORIDA C(A NTY OF PASCO - Signature of Owner or er's Authorized Officer Director/Partner Manager V i Print Name The foregoing instrument was acknowledged before me this day of 0 120 Z 7-, by as (type of auth ity, e.g c r,trustee, _(name of party on beh hom instrument attomey in fact) for was executed). th e, cer, trustee, b erh om g ta versonally Known — OR Produced Identification No attire 1-ype of Identification Produced YP JOHANNAJONES ComnftsW 8 RH 05W Expires O*bw 29, 2024 NO)�_Zjo* 5"4WT1n&W9d**y$"M x 35 u �601 yliuL 4�,-o 0 \)t h"V �q� ow- 3,35L-1 i pru 26.7* 15.7 3241 SOO*00'40"W 50.00 Eo R V ..,t DUKE ENERGY, WR # 47486938 December 12, 2022 Schaper Construction Roofing & Pools stephanier8949@gmail.com � 111li� 'lug � lgil Ill 111, ill lic! 1111 Dear Stephanie Ross: Thank you for contacting Duke Energy Florida, LLC for a letter of no conflict regarding your pool construction. NO CONFLICT: Duke Energy Florida, LLC has reviewed our existing facilities at the above referenced address and has found no apparent conflict at the proposed pool location. According to the drawing(s) you have provided Duke Energy Florida, LLC has no objection to the proposed construction. Note: Florida law requires excavators to dial Sunshine State One Call of Florida at 811 to locate existing underground utilities prior to digging to avoid personal injury and damage to equipment. Sincerely, Rose Crisafulli Project Coordinator. Duke Energy Florida, LLC 4121 Saint Lawrence Dr, New Port Richey, FL 34,653 MaxFlo XL is the most energy efficient pump in its class, combining incredible econoray and performance. MaxFlo XL physically aligns with the entire MaxHo" family of pumps for seamless retrofit installations. Features such as union connections and a variety of energy efficiency single- and dual -speed models make MaxFlo XL an outstanding choice for both new pool and afterlinarket installations. Applications • In -ground pools of all types and sizes • n-ground spas Features - Advanced hydraulics for increased efficiency and priming ability , Aligns with the entire MaxFlo line for seamless retrofit installations - All models include 1 1/2" x 2" union connections - Extra leaf -holding capacity basket exj�nds time between cleaning - See -through strainer cover lets you see when the basket needs cleaning - Pressure testable to 50 psi maximum - Self -priming (suction lift up to S' above water level) Periormance Data Max Rated Model No. PUMP Output (GPM) VS. Total Resistance to Flow (Feet of Head) 20 ft 3012 40 ft 50 it 60ft 70 ft SP2305X7EESP 42 I 14 =+ SP2305 7(EE) 6 =55 5 43 26 SP2307X10 80 L 70 �'____T_ 57 411 9 �T SP231OX15 92 81 70 55 35 4 i 103 90 75 55 Performance Data — Low Speed Max Rated Model No. Pump Output (GPM) vs. Total Resistance to Flow (Feet of Head) 5 ft i 0 ft 15ft* 20ft 25ft 30ft 'rS P2 3 00 7 X 10 2 37 22 P X1 SP23IOX162 U i2 1 29 2 SP2315X202 7 ­ �55 �1112 NOTE: For complete pump performance curves see page 28 MaxFto XU MEDIUM HEAD PUMP SERIES MaxFlo XL Pump Model Total Rated Service Voltage Union Dim. Ctn. Cin, Number N.P. H.P. Factor at 60 Hz Connections "A" Qty. Weight Energy Efficient Max Rated Single -Speed - SP2305X7EESP.. 0.95 3/4 1.27 115/208-2,30 1 V2 " X 2" 13 3/2 34 lbs. SP23105Y,7EE 0,95 3/". 12-1 -11 5!"30m­30 X 2/­ 3 (4, Standard Efficient Max Rated Single -Speed SP2305X7 0.95 3/4 1.27 115/208-230 1 1/2" x 2" 13 3/, 1 34 Ids. SP2307X10 1.25 1 125 115/208-230 1 1/2 " x 2" ILI 'A 1 37 lbs. SP231OX15 1 V2 M 115/208-230 1 '/2" x 2" 15 V2 1 42 lbs. SP2315X20 2.10 2.0 1.05 115/208-230 1 'W' x 2" 15 '/2" 1 45 Ids. Energy Efficient Max Rated Dual -Speed SP2307X102--­ 1.25 1 1.25 230 1 Iw' x 2" 15" 1 41 lbs. SP2310X152'"_ 1,65 1 V2 IJ 230 1 1/2" x 2" 15 '/2'; 1 43 lbs, SP2315X202''­ 2.10 2.0 1,05 230 1 '1/2" x 2 16, 1 46 lbs. NOTES. 'ENERGY STAR certified. "ENERGY STAR certified. Requires separate Hi/Lo switch when not connected to an automation system or two , -speed timeclock. Overall Dimensions {inches) 9.46 �na� , �X— Noy Q RIP W. N yr,5 rat 11.16 7,63 7.38 - 8.16 8,48 For replacement parts see page 161, HAYWARD 10 cage i oi i plc XL Flow us. Total Head ,M sp?.Mm2 L sp spw.viuG. S.0231axis OXI F. simo 7x 10 N� SP2315M 1-i'tto://www.ha-ywa-,rd--000l.comlimaizesl-,000islcon-LentIsDecificationslmax-flo-xi-fiow-char'L... 11/29/2016 The maximum flow rating for this suction fitting is 175 GPM. This suction fitting is designed for installation on side wall or floor of portable spas, hot tubs, or pools in conjunction with at least one other suction fitting per pump. DO NOT adapt suction fitting to any pipe size smaller than ASTM 2" SCH 40 PVC. Suction fitting and fasteners should be observed for damage or tampering before each use. Missing, broken, or cracked suction fittings shall be replaced before use. Loose suction fittings shall be reattached or replaced before use. Mount suction fittings on the walls, in the foot wells of portable spas, hot tubs, or pools. Do not mount directly under seats. Follow all winterizing instructions and recommendations of your pool and spa professional. Open area of the suction cover is 12.88 in' Head Loss TOOLS NEEDED: (Pa x 103) 32 Hole Saw, Torque Wrench, Phillips Head Screwdriver 16 INSTALLATION INSTRUCTIONS 1. Using hole saw, cut/drill the installation hole. 2. If optional gasket is used, gasket must be placed 0 around threads of suction wall fitting at this time. 3. Place threads of wall fitting through hole from the inside (water side) Of tub/pool. 4 Install nut from dry side of tub onto the threads of the wall fitting. 5. Using torque wrench, torque nut to <44.0 ft. lbs. (60Nm) 6. Verify that the suction cover is properly tightened and secured with stainless steel screw. NOTE: If silicone is used on fitting, verify that silicone is compatible with ABS and PVC plastics. CAUTION: DO NOT over -torque fitting. Excessive torque can cause premature failure of threads or damage to suction fitting increasing risk of entrapment. 40 90 140 19 Flow (GPM) Results may vary - this data is provided for reference only. REPLACEMENT PARTS r. 25275 OOX-003 lX"specifies color) 25275-000-002 25275-000-004 SUCTION COVER WALL FITTING GASKET << i *Replace all parts within j 7 installed years or immediately upon evidence of degradation 25275-000-007 67008-083-200 or damage. NUT SCREW ztg� Titanium Heat Exchanger Z�rs j 0 , Profiled 'an blade desior provides nigh -performance and quiet operation. DfUtENTINAUR Mit a Titanium counter-fflov,, heat exchanger for unrivaled, uncompromising and trouble -free performance — even under the harshest conditions. .coustic compracsor cover rnir.=Zzes compressor sound zo- a -,uie- backvard, Uiva 30id Corrosion ccii provides lasting 02-7i.o.-mance and x c, Bli r, t c u r a b i 1,; ty, see.,. n 17. in coastal k'a-l-lents- aS;` to read digital temperature disp;ay with frost control rd miperature loc out a 1.K_ capabllit',`. Compact footprint allows for aasy x;­,s-a�=_-"c,-,s, is ideal 4,0- , et.-Ofit replacements, and has intecra ta� I .cana ~meet local codes without the need -1cr 8"caSScr"; MEMO# guilt] 0 HP21404T HeatPro Model Voltage MIN Circuit Diameter Weight (Ibs.) Number BTU C.O.P. Platform Hertz/Phase Protection Width x Depth Height Unit Ship 95,000 to 140,000 BTU HEAT HP21004T 95,000 5.7 Square 240/60/1 50A 30 1/4" x 34" 37' 230 270 HP21124T 110,000 5.7 Square 240/60/1 50A 30 1/4" x 34" 44" 245 285 HP21104T 110,000 5.7 -Round 240/60/1 50A 31 1/4 " 40" 245 285 HP21104TC* 110,000 53 Round 240/60/1 50A 31 1/4" 40" 245 285 HP21254T 125,000 5.7 Square 240/60/1 50A 30 1/4" x 34" 37" 245 285 HP21404T 140,000 5.7 Square 240/60/1 50A 30 1/4" x 34" 44" 280 320 HP21 404TC* 140,000 5.7 Square 240/60/1 50A 30 1/4" x 34" 44" 280 320 NOTE: *Low.Ambient Operation - Continues to Heat to Temperatures as low as 40' F. 120,000 BTU HEAT/COOS. HP31204T 120,000 53 Square 240/60/1 50A 30 1/4" x 34" 37" 250 290 45,000 to 50,000 BTU HEAT HP50HA 45,000 5.4 Side Air 208-230/60/1 20A 41 1h" x 17 1/4" 25 1/2" 120 160 HP50TA 44,000 5.2 -lop Air 240/60/1 20A 30 1/4" x 34" 29" 120 160 -------------------------------------- I ------------- Clip Art HP21104T HeatPro HP21404T HeatPro ��l �- Q__4,' Starcteav RVIS fiffeTs aft ffftyaticu. SecadOf their durablie -,OflstrUcVOn, they can handle the 'flan st .3 . emanding applications and environmental �=diflons, The precision engineered core ,wavides mora Stavcie' IF plus' fiftiy'S ?arloyalanca and value. * --ground pools * --ground pool/spa combinations Features 7"ter tanks made from durable glass reinforcedco- -,lymer material to meet the deinands of the toughest =D acid er�vi�ronmnenitaf condilitLions, inuf di * U ng floor cleaning systems _;!ngle Piece injection -molded base and body provides aided strength for reliable, corrosion -free performance angle locking knob securely fastens head to filter tank, aiiminating bolts or clamps Para-farga cartridge element with, pracisjoi-4 engineered _,re provides extra -strength and maximum flow =:avated, filtiared water cofliactmr and debris sump _.-ve nts accidental by-pass of heavy debris LO poop .when cartridge is removed for cleaning fl ' X ? or 2" FIP connections for Plumbing versatility FIP filter drain for fast draining. Also accepts standard spigot valve Mi3te, — flosWenVeA del dal -mber be' Effez-ve i ff Z a 'Ve E Filtration Filtration r ti n A Area I Design 021"n Flow Rate* Flow at� T I urnover "n ' -8 'on turnover (In Gallons) 8 Hours 10 Hours 51 75 ft.2 75 GPM 36,000 45,000 -500 90 ft. 90 GPM 43,200 54,000 `200 2 00 2 .2 120 ft.2 0 It 120 GPM 5 57,500 7,500 72,000 i 7502 175 ft,2 Ito .120 G PM M 5 7 690 ,6ao'U00 72;UBD �ential Design Flow Rate based an I GPM/ft' 'PeL101i'mance D318- — PUblib dfid AFSP-S iodel ;umber Effective Filtration Area Design Flow Rate'" Turnover (in Gallons) 8 Hours 30 Hours 3751 75 ft,2 28 GPM 13,500 16,875 go ft .2 34 GPM 16,MR , F 200 T20'ft 45 GPM I ou OUU I1 Z/,UUU '17502 175 ft? K GPM 31,680 39.600 11 P-I V YVWgll I-luvv now DOSSO an .Lutz bmwpj., -2termined by pump size and piping system hydraulics, 2' piping is ---ommended for flow rates above 90 GPM. Refer to "Friction Loss" in - - JraUlICS section, pages 22-25. Effective Model Filtration Dimensions Cin. Cm. Number Area Pipe Size kAJridth Jeqgbt Oty. L eigIr C751 75 ft.� I I/j, pip 133/3', 301, 1 --__ 25 lbs, C7512 75 ft,I 2" FIP 13 3/8 30" 1 26 lbs, C900 90 ft., I VF FIP 13 M" 30" 1 26 lbs. C9002 90 ft! 2° FIP 13 34" 30 1 26 lbs. C1200 120 ft.' 1 V2" FIP 13 3/V 36' 1 29 lb& C12002 120; ft., 2" FIP 13 -1/6" 361, 1 29 lbs. CI-7502 17v ft"! 2" FIP 1,3 I/a 42' z. 32lbs. Fox irepilacement Paris see pages 1168-1169. HATINARD I S! 12 n fan a W a. General The swimming pools and spas consist of one-piece fiberglass construction shop -formed over a mold. The material is fiberglass reinforced plastic (FRP), a minimum of 1/4 inch (6.4 mm) thick, composed of isophtalic resin, vinyl ester resin, and fiberglass. The surface finish is a neci pentyl glycol get coat. Viking Pools produces various styles of swimming pools and spas. When installed in accordance to Viking Pools instal i lation procedures, the pools and spas comply with applicable requirements of the following codes: 2015/2018 International Building Cocle(E) (IBC) 2018 International Residential Code (IRC) 1997 Uniform Building Code (UBC) BOCA@ National Building Code/2003 (BNBC) 2018 International Plumbing Code® (IPC) 2012/2015/2018 IAPMO Uniform Plumbing Code (IAPMO UPC) 2003 ANSUNSPI-5 Residential Inground Swimming Pools 2012 ANSI/APSP/ICC 5a Residential Inground Swimming Pools 2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas and Swim Spas 2020 Florida Building Code 7th Edition 2020 Florida Plumbing Code 7th Edition 2020 Florida Fuel/Gas Code 7th Edition 2020 Florida Mechanical Code 7th Edition 2020 Florida Residential Code 7th Edition 2006 ANSI/APSP-7 2013 ANSI/APSP/ICC-7 Suction Entrapment Avoidance 2017 ANSI/APSP/ICC-16 2018/2021 International Swimming Pool and Spa Code - (ISPSC-ICC) 2007 ANSI/ASME-Al 12.19.8 2014/2017/2020 National Electric Code (NEC) 2015/2018 Uniform Swimming Pool, Spa, Hot tub Code (IAPMO) The overall pool dimensions, depths and capacities are shown in Table 1. The units comply with ANSUNSPI-5, specified in Section AG103.1 of the IRC, and IAPMO IGC-2000*, specified in the UPC. Models described in Table 2 and Table 3 can be placed up to 19-1/2 inches (49.5mm) above ground. These pools and spas may be placed with or without concrete or wood decking. Unless elevated portions of the units are protected from sunlight by soil berms, decking, etc_ these portions must be coated with a UV -inhibiting opaque paint that is compatible with the laminate. All plumbing must comply with the IPC or UPC. Electrical work must comply with the code in effect at the construction site. The pool and spa must remain full of water at all times. A permanent sign, bearing the following statement, must be attached to the pumping equipment: Notice -The pool or spa is designed to remain full of water at all times. The pool shelf may be damaged if the water level is allowed to drop below the skimmer. When appreciable draw -down is noticed or if it becomes necessary to drain the pool or spa, contact Viking Pools or its dealers for instructions. A permanent label must be installed adjacent to the above sign indicating the Viking Pools dealer's name, address and telephone number. Installation Procedure: Viking pools and spas may be installed without a soil investigation by a registered design professional(RDP), subject to the building official's approval, provided none of the following conditions are encountered at the site: 1. The existence of uncontrollable groundwater within the depth of the pool or spa excavation. 2. The existence of an uncompacted fill in contact with any portion of the pool or spa. 3. The existence of any soil types with an angle of repose that will not support the walls of the excavation at desired slopes. 4. Danger to adjacent structures posed by the proposed pool or spa location. 5. The existence of any cracks or openings in soil that would not confine sand or 1/2" clean gravel bedding. If any of the conditions above is encountered, excavation must cease immediately. The specified conditions at the site must then be reviewed and recommendations made by the RDP. The building official must approve the RDP's report before work is completed. The pool or spa excavation profile must coincide with the contours of the pool. The over excavation is minimum 6 inches (1 52mm) on the sides and ends. The over excavation at the pool bottom is minimum 4 inches (102mm). The backfill for the pool or spa bottom is a layer of 3-inch-thick (76mm) bedding sand matching the pool or spa profile. This sand layer is compacted using a manual tamper and water. The pool or spa is then set into place using a crane, excavator or manually and be within 1 inch (25mm) of level. Simultaneous waterfill and sand backfill operations then commence. The sand is compacted with a tamper and water. The installer must ensure that the backfill level and water level are approximately the same throughout this procedure. After completion of the backfill and plumbing, the decking is placed. Decks are prepared as indicated in Figures 1 though 4: 1. Cantilevered concrete decks are constructed as noted in Figure 1 in all cases. 2. Cantilevered decks are constructed with brick or stone as noted Figure 2 in all cases. 3. Raised bond beams are constructed as noted in Figure 3 in all cases. 4. Aboveground installations are constructed as noted in Figure 4 in all cases. Barriers are required where pools are on premises of UBC Group roup R, Division 3, Occupancies or IBC Group R Occupancies. The barriers must comply with Appendix Chapter 4, Division 1, of the UBC or Section 3109.4 of the IBC Expansive soils: For installation of pools or spas in expansive soils, the following additional installation details must be followed subject to code official's approval: 1. All surfaces adjacent to the pool or spas must be excavated to a minimum depth of 12 inches (305 mm) beneath the pool bottom and minimum 6 inches (152 mm) behind the pool walls. 2. Any soft or loose soils exposed by step 1 must be removed until exposed material is solid. If the soil is still soft and loose, the upper 6 inches (152 mm) of all horizontal excavation surfaces must be scarified and compacted with mechanical equipment. The compacted surfaces and the excavated wall surfaces must be maintained in a moist condition until the first lift of backfill or fill is placed against the surface. The term compaction implies any method necessary to consolidate the native and fill materials to keep the pool or structure from settling. 3. The excavated bottom area of the pool or spa must be backfilled with granular import material to approximately 6 inches (152 mm) below the bottom of the pool or spa, wetted and compacted. 4. The remaining 6 inches (152 mm) must be backfilled beneath the pool or spa and outside the pool walls with compacted clean sand. The pool or spa must be filled with water as backfilling progresses to a level equivalent to that of the backfill. The backfill must be placed in compacted layers of approximately 6 inches (1152 mm) while a uniform height of backfill is maintained around the pool or spa. 5. Positive surface drainage away from the perimeter of the pool and surrounding deck is required and critical to installations in highly expansive soils. Surface area drains and surface drainage swales, or subdrains must be placed as needed to prevent poncling or saturation of the soil around the perimeter and vicinity of the pool to prevent excessive shrink -swell or volume changes in the soil. Identification: Viking pools and spas are identified by the following information imprinted on the top step of the pool or spa: manufacturer's name (Viking Pools) and address, pool or spa model designation, a coded serial number and the evaluation report number (ESR-2014). The units also bear the label of the quality control agency, Columbia Research & Testing Corporation (AA-527). Findings: That the fiberglass one piece swimming pools and spas are in compliance with the above listed codes as noted in ESR-2014 subject to the following conditions. 1. The construction and pool/spa installation comply with this report and the manufacturer's instructions. 2- Electrical and plumbing installation comply with the respective codes in effect at the construction site. 33hat all pools are installed in accordance with manufacturer's recommendations. 4. The pools and spas produced by Viking Pools Northeast, Inc. 176 Viking Drive Industrial Park, Jane Lew, West Virginia; Viking Pools Central, Inc., 10600 West Interstate 20 East, Midland, Texas; and Viking Pools, Inc., 121 Crawford Road, Wi. Ilia ms, Cal ifornia; Viking Pools Southeast,40119 Country Road 54E, Zephyrhills, FL are manufactured under a quality control program with inspections by Columbia Research &Testing Corporation (AA-527). Length, width and depth may vary up to 3% - all dimensions are to outside edge of coping, measured from parallel lines. REE tMEW DATI-E-JEB o 11 r CITY OF ZEPJ-1yp, H16 " PLAN EXA MINER" ALL WORK I SHAL COMPLY WIT' n !-'10R1r_JA8U1LD,11Nf'2.., ' NATIONAL Ek ECITRIC CODE AND T t: GITy ric Z Or"OHNANCE, '­' cPHYRHILLS' lalhzun Table of Contents Page Content C-001 ............. ............. ...... ....... ... General Notes C-002 ...... ................._..........._.._..Tables 1-3 C-003- ..._._.._ ............................._.....Figures 1-8 C-004 .......... ....................... .............. Pool Models C-005 ............ .......... ... _ ............. .....Pool Models C-006 ... ... ..Spa Models & Tanning Ledges C-007 ....... ... ....Alternative Recirculation Systems Reviewed by: Donald R. Poindexter, PE Florida Lic. No. 64901 4119 Trinity Dr Santa Rosa CA 95405 Phone 707-494-8761 Seal Po�* % E tjS 64901 STATE OF - 0 ,Z ,Z ....... NIZ11NNAL S,,'.000 U) 0 ,1- (D 0 W VJ CD 0 E=co 01 ;:" 4 Co LU W M 110 CO F­ _0 U) 8 C, C, C) !a CO 0 00 0 (Z ® _J 0_ E u_ ., u UC', C: —0 :3 Z "-Do a�,; 4 CU T, v nCM0 C: 1 0 0 M CID 0 -r- 0 C� M a- M n 0 CL >_ — !:a 0 (D r C 0 0 0 § c 0 ff 0- -C -r- Q_ CL E (2) C: X 0 �6 4= _J in 3:.6 0, = CU 2 _E E 0 0 a) 70 _r IQB� Co 0- > UJ N Ce TABLE 1- POOLS TABLE3-SPAS Reviewed by: Donald R. Poindexter, PE Florida Lic. No. 64901 4119 Trinity Dr Santa Rosa CA 95405 Phone 707-494-8761 Seal p "M STATE OF ca 0 RVO U) LIJ I-- 0 z M911 FIG. I TYPICAL CANTILEVER CONCRETE DECK 6X6"-VV14 X W1 4 WIRE MESH OR BRICK OR NATURAL 3' MIN. REBAR NO 3, ON 2'0 O.C. STONE DECK SLOPED I :EID 114 V EACH WAY. 12" 101, 12" FIG. 2 CONCRETE DECK WITH BRICK OR STONE 6"X6" - W1 4 X W1 4 WIRE MESH OR 3' MIN. REBAR No 3, ON 2'0,C, EACH WAY 6" — 1 11-11 H= I 1/41' GALVANIZED FOR CLAY CHAIN (ADOBE) FOR CLAY 3" THICK COMPACTED SOIL ONLY. 101, V 1/4" GALVANIZED (ADOBE) SAND (TYPICAL) CHAIN SOIL ONLY 4" MIN THICK COMPACTED 3" THICK COMPACTED GRAVEL FOR CLAY SAND (TYPICAL) (ADOBE) SOIL ONLY. 4" MIN THICK COMPACTED SAND OR 1/2" CLEAN GRAVEL GRAVEL FOR CLAY (ADOBE) SOIL ONLY. FIBERGLASS 6" POOL SHELL k SAND OR 1/2" CLEAN GRAVEL FIBERGLASS POOL SHELL FIG. 5 TYPICAL BOND BEAM WITH SPA BRICK. FILLED BLOCK, OR POURED CONCRETE—N, MAXIMUM 24" — Al 12" 3" THICK COMPACTED SAND (TYPICAL) 4" MIN. THICK COMPACTED GRAVEL FOR CLAY (ADOBE) SOIL ONLY SAND OR 1/2" CLEAN GRAVEL FIBERGLASS 6" POOL SHELL I'MIN GREATER THAN DEPTH OF POOL POURED CONCRETE CAP, POURED CONCRETE CAP, 10 Min. BRICK, OR STONE BRICK, OR STONE /—BRICK. FILLED BLOCK. OR HIRED CONCRETE BRICK, FILLED BLOCK L i I I I OR POURED CONCRETE REBAR NO 3, ON 24" O.C. DECORATIVE STONE BRICK. 24" Max. OR TILE DECORATIVE STONE, BRICK, 6"X6" - WI 4 X'W1 4 WIRE MESH OR OR TILE REBAR NO 3 ON 12" O,C CONTINUED DECK EACH WAY 4i 1, 16" —II X I 11 —I I 7—, III —i X'/ I; ROOTER AND REBAR PER LOCAL CODES 3" THICK COMPACTED SAND (TYPICAL) 4" MIN. THICK COMPACTED SAND OR CLEAN GRAVEL AROUND SPA GRAVEL FOR CLAY L (ADOBE) SOIL ONLY. 6' SAND OR }'CLEAN GRAVEL FIBERGLASS 2"— POOL SHELL FIG. 6 FIG. 7 TYPICAL CANTILEVER CONCRETE DECK CONCRETE DECK WITH BRICK OR STONE (For rectangle pools up to 12' wide or freefrom pools up to 14'wide) (For rectangle pools up to 12' wide or freefrom pools up to 14'wide) (NOT FOR USE IN EXPANSIVE SOILS) (NOT FOR USE IN EXPANSIVE SOILS) 6"X6" - W1 4 X WI 4 V-2" MIN WIRE MESH OR 2 RUNS 1'-2" MIN - /-6"X6E - W1 4 X WI 4 OF REBAR NO 3 BRICK WIRE MESH OR 2 RUNS OR NATURAL REBAR NO 3 SENT IN TO A'L" STONE DECK OF REBAR NO 3 3, 0 C AROUND PERIMETER REBAR NO 3 BENT IN TO A L" TO O.C. AROUND PERIMETER G—E 12 REBAR NO 3 RAN HORIZONTALLY 12" CONCRETE 2500 PSI (3000 PSI FOR 12'-1"TO 14' POOLS) k REBAR NO 3, RAN HORIZONTALLY 3' THICK COMPACTED CONCRETE 2500 PSI (3000 PSI FOR 12'-1" TO 14 POOLS) SAND (TYPICAL) 4" MIN THICK COMPACTED I 3" THICK COMPACTED GRAVEL FOR CLAY SAND (TYPICAL) (ADOBE) SOIL ONLY 4' MIN THICK COMPACTED GRAVEL FOR CLAY SAND OR;" CLEAN GRAVEL (ADOBE) SOIL ONLY I I FIBERGLASS SAND OR 7' CLEAN GRAVEL POOL SHELL FIBERGLASS 1I--1Z O POOL SHELL ------ i FIG, 3 TYPICAL BOND BEAM CONSTRUCTION 3'MIN. 8" BACKFILLED DIRT REBAR NO 4, ON 2'0 O.C. EACH WAY FIG, 4 TYPICAL ABOVE GROUND INSTALLATION (POOLS 12- WIDE AND UNDER) 1 7= MAXIMUM 191 12" OPTIONAL MOUND DIRT WOOD DECK AROUND POOL APPROX. 6" d 6" k ANGLE OF REPOSE (NO INCREASED PRESSURE ON POOL Reviewed by: Donald R. Poindexter, PE Florida Lic. No. 64901 4119 Trinity Dr Santa Rosa CA 95405 Phone 707-494-8761 Seal 01\" '00 \P. P0 :o 0.64901 STATE OF 0 R NAL JUN 3 "'N'11"ImItO Im U) ILL! 0 z WrION 6 a) E 2 E m 301— ib r3'-6" F===9 I Q0 CARMEL - FF 12,000 gal. approx. A- CLEARWATER - SP 3,600 gal. approx. Roi EMPRESS - FR12 7,600 gal. approx. 29'-8" 14'-7" 3' 6' 8" 31' iv in 3 -7"1 CHESAPEAKE - CP 10,500 gal. approx, —25' 12' -T CORINTHIAN 12 - RT12 5,100 gal. approx. i 4'- 1 ECLIPSE/AXIOM 12 - CRUM 5,300 gal. approx, -24' F N L 5-4" 3'4'1-2S��� 1 Env M-10 mm��IF' ma IrAvAf r. 1 m r 1 #1 mas rm r7m"Ar7"'! CLAREMONT - V 11,700 Gal. Approx. 30' ---------- T-6— 6 4 1 L 13 -6" Mai M-1 CLASSIC COVE - BHCC 11,300 Gal. Approx. 34' I 15' CORONADO - BHBI 13.000 Gal. Approx. Reviewed by: Donald R. Poindexter, PE Florida Lic. No. 64901 4119 Trinity Dr Santa Rosa CA 95405 Phone 707-494-8761 Seal E tj <( N Nm 64901 STATE OF . . . ............. 0 N A L m c/) W 0 z U) 0 C.) 0 CL c:) N 0 E E: u.ar c- -- +j 0 Q) C--:" 0 C:, c, 0 0 CL E X ar LL� um = 21 M m m —0 co z (D 2r M 0 O O �2 0 z 0 =0 =0 cz CL a- -j = X < -Z� � " 1 0 1-- 0 L.L. co co - to (6= I_— ® co cu > W < 26-9`- 2' 1" L--------- 5'-6" -- --T JAVA - JV 6,800 Gal. Approx. MAJESTY/OLYMPIA 14 - FR14 11,200 gal. approx. 30'- I ( L;z Wromm Wli � ■mm W I C) 28'-5" 0 2!1 12'-4` .2 O VISTA ISLE - BHVI 8,000 Gal. Approx. fy 0 2iU) Lu 25'-7 �o off.m.m. 26' F'r-4'-73f MALIBU/AXIOM 12 DELUXE CRUD 4,400 Gal. Approx. 24'_1 5'-4" PICASSO - TPIC 10,000 gal. approx. � 1? c- VALENCIA - ST 10,000 gal. approx. " 30' LAGUNA - LG 3'-5"] 10,000 gal. approx. 3'-4" MAUI - MTK 2,300 gal. approx. ,,5-T6" PLEASANT COVE - BHPL 5,000 Gal. Approx. 29'-8" C9 '4' LAGUNA DELUXE - LGX 9,000 gal. approx. I I 1 .1 V-111 N-1 I I 3'-7"J ROCKPORT-RP 12,800 gal. approx. Reviewed by: Donald R. Poindexter, PE Florida Lic. No. 64901 4119 Trinity Dr Santa Rosa CA 95405 Phone 707-494-8761 Sea[ S 4% E OF ki R' Vz Z/z NAL im U) 0 z (n 01 1c\1 0 E Of cnj -0 ® X M ® X LL LL LL m -0 c Z CO ti5 00 LZ — c: -4-- L— Z; - 0 m ca 0 -- 0 (3) z 0 (D 0 20 C 0 X <u- r% 0 -c6 W. 4- (Z E !E -c :3 E 0 ® 70 _r OL —A a- > LIJ < 4-a 0 M > .j WKITIN PLACID - BOS ROYAL-RY 475 Gal. Approx. 600 Gal, Approx, 8'-4" m a) O 101- -7'-6"- 'u c) _j TAHOE-LOS 450 Gal. Approx, 1? ;0 2'q6" -12'-5" /A 7' L SUPERIOR - CS SHASTA-LRS MYSTIC - M 700 Gal. Approx. 420 Gal. Approx. 550 Gal. Approx. PLACID SPILLWAY- BOSSW ROYAL SPILLWAY- RSW REGAL SPILLWAY- RGSW TAHOE SPILLWAY- LOSSW SUPERIOR SPILLWAY- CSSW SHASTA SPILLWAY - LRSSW MYSIC SPILLWAY- MSW 475 Gal. Approx. 600 Gal. Approx. 600 Gal. Approx. 450 Gal. Approx. 700 Gal. Approx. 420 Gal. Approx. 550 Gal. Approx. a) 0 2 m 0 0 O. > SEMI CIRCLE TANNING LEDGE TSCT 400 Gal. Approx. 10'-7" HERMOSA - VFTL 200 Gal. Approx. Reviewed by: Donald R. Poindexter, PE Florida Lic. No. 64901 4119 Trinity Dr Santa Rosa CA 95405 Phone 707-494-8761 Seal: 011, P O ....... NEt. No. 6490j—, STATE OF( P4 0 RVO & ..... 0 0 01 0 0�' co I- UJ 0 0 21 co m M 0 .0 co X X m 'lu 0 _3 6— E M u., z -c- co c: — R.q0, IL z' R c, co a, 0 Z 0E (D Z: ry 2 E m cz a- Q) c I, x 0 1� 1.2 1;— -J - U) cz E !E E 0 ® Q) -0 c: Q) EL > LLJ N < 4-a .j Spa Models & Tanning Ledges 11. a B LL z Lit E M z LL DEBRIS REMOVAL SYSTEM SUCTION OUTLETS IN SERIES 2 - 90° ELBOWS VENT COVER MAY BE GUTTER DRAI (OPTIONAL] DEBRIS CONTAINMENT WATER LINE 2ND DRAIN LOOR DRAIN 1Y2'@ VENT LINE R=V(SUCTION OUTLET) SUCTION OUTLET) ATMOSPHERIC VENT PIPE LENGTH MINIMUM = 16MAXIMUM = 30' 18" MIN \-V2.0 OR EQUAL TO 24" MAX CIRCULATION LINE PUMP 2" O OR LARGER CIRCULATION LINE SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS OUT TO OPTIONAL WATER FEATURE(S) OR SPA STANDARD NOTES 1. use 2' SCHEDULE 40 PIPE. LEGEND GENERAL NOTES 1, THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS. 2. DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE. 2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH FBC-BUILDING AND RESIDENTIAL. 3. CHECK VALVES MAY BE NEEDED IF EQUIPMENT Is MORE THAN 18" ABOVE WATER LINE. FIBER OPTIC LIGHT 0� T-JOINT 3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4. KEEP VALVES WITHIN 5 OF THE PUMP A.NDiOR FILTER 4.THE FLOOR DRAIN AND DRAIN COVERS MEET THE REQUIREMENTS OF ANSI/APSP/ICC-16 2017 SUCTION OUTLET FITTING SKIMMER 3" MAIN DRAIN ASSEMBLIES AND ANSI/APSP/ICC-7 2013 STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE. 5, THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND or 3-WAY VALVE MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON > RETURN FILE WITH THE BUILDING DEPARTMENT. PLUMBING 6. ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. 7. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES SPILLOVER OF MERCURY IN 3 SECONDS 8. MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR 59 GPM 9, AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. INSECT INFESTATION, OR MICROBIOLOGICAL CONTAMINATION DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM TO BE INSTALLED IN ACCORD WITH 2O20 FBC-BUILDING AND RESIDENTIAL, ANSI/APSP/ICC-16 AND ANSI/APSP/ICC-7 2013. N.T.S. Reviewed by: Donald R. Poindexter, PE Florida Lic. No. 64901 4119 Trinity Dr Santa Rosa CA 95405 Phone 707-494-8761 Seam. V No. 64901 STATE ti V/ LU O ■ U) © d ry LL� r® _ N I ® Sew 0//rn ®+ vfp O� J v M N M 1� � to M F H CO M W G ®/9�q V J C, M N of 70 -i—j ® 00 V V 6 X ((�$ LJ� LL M L C \V M N 00 r o- _ V (O r ® M- M N CO z C 4 C 1 LL Qj o (3)0 X Q U- ® Rt {— CJ _� 4-4 EF J E o > (D 0 (I Lij N C 00 i Page 7f7 Alternative Recirculation Systems