Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
182 Venetian Bay Cir (2)
1 CITY OF SANFORD Y BUILDING & FIRE PREVENTION PERMIT APPLICATION AUG!, L Application No: / 3 A fNu— al D.ocumented Construction Value: $ 541 Job Address: U ' Y o-tT7 a I 11i c i t ( IC- Historic District: Yes No Parcel ID: dO -) q 0 " rJ cg, Residential ® Commercial Type of Work: New ®A' yddition Alteration Repair Demo Change of Use El Move Description of Work: S iY I MM i'nq Qoo I Plan Review Contact Person: AV --I L-(),(Qy Title: Phone: Lh'1-qy1- $jkn 1 Fax: Email:0,M %joi n('CG embrarwrnciiCo[)n 1/ Property Owner Information Name Dr(c K I4 C lL Phone: Street: ' 1 CI i , Resident of property? City, State Zip n 1y- Contractor Information Name PooI SLkj Street: 5%5 V\%2) & D9_ U4100 1 City, State Zip 0 n'- o(j F- L_ JJ-) n I Name: Street: City, St, Zip: Bonding Company: Address: Phone: -Tu' I ' Fax: ' fC'') 1 5 _50 ,, J State License No.: C C- 1 4 5'79a Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code \ " Revised: June 30, 2015 Permit Application 0 NOTICE: In addition to the requirements of this pen -nit, 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual constriction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Oxoner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 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 permits required from other govermnental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date D E2Fk- J . be ACV Print Owner/Agent's Name Date u l.'VNfd COFFIN Notary Public - State of Florida I• •g Commission # FF 973609 My Comm. Expires Apr 21, 2020 fill bonded through National Notary Assn. signature of Contractor/Agent Date Drees Print Contractor/Agent' Name 4 LYNN COFFIN Notary Pubdc . State of Florida Commission # FF 973609 My Comm. Expires Apr 21, 202( It 41 1• •• J aondedtAr wn to Me or t ational.. Produced ID Type of ID Dr t e ( S Li C-Q-rt ` 2I rodueed ID I"i It 0 Known to Mkt or BELOW IS FOR OFFICE USE ONLY Permits Required: Building g, Electrical Mechanical Plumbing[] Gas[—] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: .5i81" UTILITIES: ENGINEERING: 1 COMMENTS: a COOS f 7v( 5q0 se 4 i a GAS Sh o wn • Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: C?r- ariof decL Wi Revised: June 30, 2015 Permit Application Job Address: ! Parcel ID: a 3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Historic District: Yes No Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: C !CC +r1 L. Vu-Ciict n (-'a v brCle- 30 -50a -0000 - 0 H- 00 Plan Review Contact Person: Phone: Fax: Title: Email: Property Owner Information Name D-(e I( 'E)CQOL Street: i 8a, Ven(f-Ha n i C1< C l-f— City, State Zip nA (c PL_ 3a Phone: Resident of property? : Contractor Information Name \3V _ CX leC--k- C_ `L 1 C , Phone: 4 oq , 3 5 0 3 5 5 J Street: F0 bov ` Fax: City, State Zip: Gcr-y, ' L Eo '3 State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: Com'; 9 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application l 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the _job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Print Contractor/Agent's Name Date Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at'the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construc ' and zon' Signature of Owner/Agent Date Signat(}e offContractor/Agent Date Print Owner/Agent's Name 01 Notary Public - State of Florida Commission # FF 973609 MY Comm. Expires Apr 21. 2020 BMW through National Notary Assn. Print Contractor/Agent's Name Notary Public - State of Florida Commission # FF 973609 MY Comm. Expires Apr 21. 2020 Bonded through Notional Notary Assn. Owner/Agent is --Pers7R-a f-'TUMwn to Me or Contractor%Agent is er Produced ID Type of ID Driyco' Li ufuok- Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Z wd1Cs Date Known to Me or Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Revision City of Sanford Response to Comments 5 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # iLo - 2.3a8 Submittal Date v` g 'k' Project Address: lea VP netmr\ R_l C%Y-A g Contact: L ATtT Ph: Ho-1- 140LI - 19P,9 Fax: Email: c r.i',o incCo e.mloAra.moilaQ _ Trades encompassed in revision: LM Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: sir tocnilo, of GIECI cf."-1r cllt aria any acicitt or l Seca pto cl¢.S sw+chas i, (19HS, Aso hmi ng a co t dF wo,nAkcNyrtr Ans+allattork, nstrvci-kMS -for VWo eq,Apm At ROUTING INFORMATION Approvals CITY OF SANFORD BUILDING ANDTIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2328 Date: August 29, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: amyioinc a,embargmail.com Project Description: Residential Pool Job Address: 182 Venetian Bay Circle The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. 6OMMENTS: 1. Please show the location on the pool plan of the required GFCI receptacle. GFCI must be located between 6 and 20 eet from the inside wall of the pool. ZC 107, FBCR E4203.1.2, Submittal Guidelines hol addition to comment #1, please show the location of any additional receptacles, switches or lights on the pool plan to verify code compliance. F C 107, Submittal Guidelines KDater, Please provide two (2) copies of manufacturer installation instructions for all of the pool equipment (filter, pump, etc.) FBC 107, Submittal Guidelines All of the comments are requirements listed on the Sanford Residential Pool Submittal Guidelines" Please note, the window shown to be 60 inches measured horizontally from the water's edge will require safety glazing if the bottom of the window is located less than 60 inches vertical to the walking surface. FBCR R308.4.5 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Office meetings with the plans examiner will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey Residential Plans Examiner 1- r 0 14- 1 3/12 OS BY BRA LEY PROJECT illl OWNERS NAME S J"J t J G-1 MAILING ADDRESS AGREEMENT 13) q(,, /Z m- CITY 5-t1''i ZIP CODE 117-71 I-)( H) Y R ® A LEYPHONE (W) (C) HUI 310 ` 3-IX6 EMAILADDRESS 5 De 1 1-ot ( !1;l-ck'k co JOB ADDRESS 5725 Wayside Dr. Suite 1001 LEGAL DESCRIPTION LOT PLAT BOOK Sanford, FL 32771 SUBDIVISION PAGES Tel: 407.323.7946 COUNTY Fax:407.330.6599 GO T CPC #056673 BUYER CONTACTED POOLS BY BRADLEY MEMBER QB0012355YSPSP FWAIo. STANDARD FEATURES SHALLOW END STEPS INTERIOR FINISH SWIM OUT BENCH BUILDING PERMITS STEP AND BENCH TILE DETAILED POOL PLAN WATERLINE TILE MANUAL CLEANING EQUIPMENT POOL LIGHT OPERATING INSTRUCTIONS (POOL SCHOOL) CIRCULATION PUMP BASIC GRADING AUTO TIME CLOCK ELECTRICAL HOOK UP AUTO CHLORINATOR GUNITE POOL SHELL STUB OUT FOR AUTO CLEANER • RETURN LINES FILTRATION SYSTEM The attached plans and specifications contain the specific requirements and features of the subject pool. GENERAL SPECIFICATIONS POOL SIZE "(, q • PUMP TYPE AND SIZEA,' v07 POOL SHAPE (4 -eo FILTER TYPE AND SIZE f POOL SQUARE FOOTAGE • CHLORINATOR DECK SQUARE FOOTAGE • POOL LIGHT SCREEN ENCLOSURE Ye • DECO DRAIN COLOR BANDING POOL CLEANER COPING TYPE cn,Ui ink G s 1 ti µ • POOL HEATER ELEVATION C"4 • INTERIOR FINISH vve POOL DEPTH 1-- 5 SPA SIZE SPA LIGHT HEATER SIZE TANK AND GAS LINE HOOK-UP IS THE SPA SPECIFICATIONS AIR BLOWER THERAPYJETS SPILL WAY LE RESPONSIBILITY OF BUYER. THE STATE OF FLORIDA REQUIRES THAT YOUR POOL PROJECT BE PROTECTED BY CERTAIN SAFETY REQUIREMENTS & RECEIPT OF ADDITIONAL INFORMATION IS ACKNOWLEDGED. tty2CP tj e' . e, c ) 5 ,, CONSTRUCTION NOTES AND SPECIAL DETAILS c.v- crs SCHEDULE' DEPOSIT Uft 5t PAYMENT #1 DUE AT CONTRACT DRAW 1 _- 6 PAYMENT #2 DUE AT 002t,)(Cck DRAW 2 1 30 CIAO $1 1:198-C-ID PAYMENT#3 DUE AT(RL NG DRAW 3 4W MEN-T #4 DUE AT DEGK-- DRAW 4 C? Vo - I q 301• M . PAYMENT #5 DUE AT INSTRUCTIONS AGREEMENT PRICE TOTAL POOL PRICE: I a_ I 0 0 OWNER: ADDITIONS: TOTAL: OWNER: DESIGN CONSULTANT: DATE ATE ATE ' A $ 250. 00 CHANGE FEE WILL APPLY IF ANY CHANGES OCCU ORIGINAL CONTRACT. ANY ADDITIONS MADE AFTER THE DATE OF THIS AGREEMENT S LL BE DUE WITH PAYMENT # 3. THIS AGREEMENT ALSO INCLUDES ALL GENERAL TERMS AND ONDITIONS ON THE REVERSE, POOL DIAGRAM, PLANS AND SPECIFICATIONS AND COLOR SELECTION SHEET. GENERAL TERMS AND CONDITIONS THIS FORM IS PART OF THE PROJECT AGREEMENT. BUYER IS RESPONSIBLE FOR PROVIDING POOL CONTRACTOR ACCESS TO PROPERTY AND TO THE SELECTED POOL SITE. IF ACCESS IS NOT ADEQUATE OR BECOMES UNUSABLE, BUYER SHALL BEAR THE COST OF CONSTRUCTION; SUCH AS, BUT NOT LIMITED TO CONCRETE PUMPS AND BOBCAT SHUTTLES. BUYER IS RESPONSIBLE FOR LOCATING, REROUTING AND/OR REMOVAL AS REQUIRED, OF UNDERGROUND OR OVERHEAD UTILITIES SUCH AS ELECTRIC WIRES, GAS AND WATERLINES, SEPTIC TANKS AND DRAIN FIELDS, SEWER LINES, TELEPHONE AND T.V. CABLES, SPRINKLER SYSTEMS, T.V. ANTENNAS, WING WALLS, LANDSCAPING OR ANY OTHER ITEMS THAT INTERFERE WITH ACCESS ROUTE AND AREAS AROUND POOL AND DECK CONSTRUCTION. ENLARGING, CHANGING OR REMOVING EXISTING ELECTRICAL SERVICE IS NOT INCLUDED IF •UNDERGROUND WATER IS ENCOUNTERED, BUYER IS RESPONSIBLE FOR ANY ROCK USED OVER 4 YARDS. ADDITIONAL ROCK WILL BE DELIVERED AT A RATE OF $75 PER YARD. IF DIRT REMOVED FROM EXCAVATION OF POOL IS NOT ADEQUATE FOR NECESSARY GRADING, ADDITIONAL DIRT WILL BE DELIVERED TO JOB SITE AT BUYERS EXPENSE. CONTRACTOR WILL NOT BE RESPONSIBLE FOR SOD REPLACEMENT, SEEDING OF GRASSED AREAS, REPLACEMENT OF LANDSCAPING, PRIVATE SIDEWALKS OR DRIVEWAYS. CONTRACTOR WILL REPAIR ANY DAMAGE TO PUBLIC SIDEWALKS CAUSED BY CONTRACTOR. CONTRACTOR WILL REMOVE ALL DEBRIS FROM JOB SITE RESULTING FROM POOL CONSTRUCTION, WILL FILLANY RUTS LEFT BY POOL EQUIPMENTAND WILL MACHINE GRADE CONSTRUCTION AREA. FENCE AND TREE REMOVAL IS THE RESPONSIBILITY OF BUYER IN ALL AREAS AFFECTED BY POOL CONSTRUCTION. A $250 CHANGE FEE WILL APPLY IF ANY CHANGES ARE MADE TO CONSTRUCTION PLANS INCLUDING COLOR CHANGES AFTER PROJECT HAS BEEN SUBMITTED FOR PERMITTING. BUYER HAS REVIEWED AND FULLY UNDERSTANDS DIMENSIONS AND SPECIFICATIONS OF CONSTRUCTION PLANS. COLOR VARIATIONS WILL OCCUR WITH BRICK, POOL TILES AND INTERIOR FINISHES. THE POOL LIGHT WILL ACCENTUATE TROWEL MARKS IN THE INTERIOR FINISH OF YOUR POOL. POOL CLEANER LINE DOES NOT INCLUDE CONTROL VALVE. A DOME STYLE SCREEN ENCLOSURE WILL BE INSTALLED UNLESS OTHERWISE STATED IN THIS AGREEMENT. POOL CONTRACTOR HAS THE RIGHT TO CHANGE THE STYLE OF ROOF LINE OF SCREEN ENCLOSURE TO ACCOMMODATE EXISTING HOUSE CONDITIONS. ANY COLOR CHANGES MUST BE IN WRITTEN FORM AND BE MADE PRIOR TO ORDERING OF MATERIAL. POOL TILES MAY NOT BE AVAILABLE AT TIME OF CONSTRUCTION, NEW SELECTIONS MAY HAVE TO BE CHOSEN. BUYER HAS RECEIVED COPY OF THE N.S.P.I. UNIFORM RULES OF ARBITRATION AND NOTICE OF CONSUMER RIGHTS UNDER THE CONSTRUCTION INDUSTRIES RECOVERY FUND. A WRITTEN LIST MAY BE COMPLETED BY BUYER OF KNOCK OUT ITEMS ALONG WITH FINAL PAYMENT. POOLS BY BRADLEY AGREES TO VALIDATE ALL WARRANTIES. AND SCHEDULE COMPLETION OF ITEMS ON LIST IN AN EXPEDITIOUS MANNER. BUYER HAS SIGNED A COPY OF POOL DIAGRAM WITH APPROVED COLOR SELECTIONS. RETENTION WORK IS NOT INCLUDED IN POOL PACKAGE UNLESS OTHERWISE STATED IN POOLAGREEMENT, IRRIGATION AND LANDSCAPING OF PLANTER BEDS ARE NOT THE RESPONSIBILITY OF POOLS BY BRADLEY. THE GUNITE COMPANY WARRANTS THE POOL SHELL FROM CRACKING FOR THE LIFETIME OF THE POOL. THE TERM LIFETIME SHALL BE CONSTRUED AS THE PERIOD OF TIME THAT THE POOL IS OWNED BY THE ORIGINAL OWNER. CONTRACTOR WARRANTS ITS WORK TO MEET OR EXCEED EXISTING BUILDING CODES FOR 1 YEAR OR AS OTHERWISE STATED IN ANY OR MANUFACTURER'S EXTENDED WARRANTIES. THIS WARRANTY BEGINS THE DAY POOL IS PLASTERED. IF ANY SUBSTANTIAL DEFECTS SHOULD OCCUR WITHIN SUCH TIME, BUYER WILL NOTIFY POOLS BY BRADLEY IN WRITING. WARRANTIES IN THIS POOL AGREEMENT ARE NOT TRANSFERABLE, UNLESS APPROVED BY AN OFFICER OF THE COMPANY. ALL WARRANTIES ARE CONTINGENT UPON OWNER PERFORMING ALL THEIR OBLIGATIONS IN THIS CONTRACT. NO WARRANTIES ARE IN FORCE OR VALID UNTIL FINAL PAYMENT IS MADE, INTERIOR FINISH WARRANTY ONLY VALID IF POOL WATER IS ANALYZED AND DOCUMENTED MONTHLY BY POOL CHEMICAL PROFESSIONAL AND BALANCED ACCORDINGLY. THE FOLLOWING ARE SPECIFICALLY NOT COVERED BY THESE WARRANTIES: SHADOWS, STAINING OR MINOR DEFECTS OR ETCHING OF THE INTERIOR POOL FINISH, EXPANSION OR SETTLING CRACKS IN PATIOS, DECKS OR RETAINING WALLS, NEW DECKING APPLIED OVER EXISTING CONCRETE. CONTRACTOR SHALL NOT BE LIABLE FOR REPAIRS TO ANY PART OF THE POOL OR EQUIPMENT RESULTING FROM ACTS OF GOD, DAMAGE CAUSED BY MUCK OR UNSTABLE SOIL, IMPROPER MAINTENANCE, NEGLIGENCE OF THE OWNER, DRAINAGE OF THE POOL WITHOUT APPROVAL OF THE CONTRACTOR , WILLFUL ACTS, OR CONSTRUCTION PERFORMED IN THE POOL AREA BY ANY ONE OTHER THAN THE CONTRACTOR OR HIS AGENTS. CONTRACTOR SHALL NOT BE RESPONSIBLE FOR INJURY TO OWNER, HIS EMPLOYEES OR FOR PERSONS UNDER THE OWNERS DIRECTION OR OTHER PERSONS AT THE JOB SITE AT THE OWNERS EXPRESSED OR IMPLIED INVITATION. CONTRACTOR IS NOT RESPONSIBLE FOR BRINGING PROPERTY UP TO CODE OUTSIDE THE SPECIFIC WORK DESCRIBED IN THIS AGREEMENT. CONTRACTOR IS NOT RESPONSIBLE FOR PRE-EXISTING DRAINAGE PROBLEMS. - CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR ANY DELAY IN PERFORMANCE UNDER THE TERMS OF THE AGREEMENT WHEN DELAYS ARE DUE TO OR CAUSED BY CONDITIONS BEYOND THE CONTRACTORS CONTROL, SUCH AS WEATHER CONDITIONS, STRIKES, INABILITY TO GET MATERIAL, ETC. IF EQUIPMENT OR MATERIAL IS UNAVAILABLE AT THE TIME OF CONSTRUCTION, POOLS BY BRADLEY RESERVES THE RIGHT TO SUBSTITUTE MATERIAL OF EQUAL OR BETTER VALUE. ALL MEASUREMENTS IN THIS CONTRACT AND ON YOUR POOL PLAN ARE APPROXIMATE AND MAY VARY FROM THE " AS BUILT" MEASUREMENTS. POOL SIZES ARE BASED ON SURFACE SQUARE FOOTAGE NOT INTERIOR DIMENSIONS. PARTIES AGREE THAT IT IS IMPOSSIBLE TO ASCERTAIN DAMAGES IN THE EVENT OF DEVIATION FROM SPECIFIC POOL MEASUREMENTS. NO EXTRA CHARGE OR DAMAGES WILL RESULT IF ANY DEPTH IS GREATER THAN WHAT IS INDICATED ON THE PLAN. ALL SURFACE DIMENSIONS MAY VARY BY 3 INCHES WITHOUT DAMAGE. IF DEVIATION ON THE POOL PLANS ARE GREATER THAN THREE INCHES, PARTIES AGREE TO ADJUST THE AGREEMENT PRICE BY THE AMOUNT CALCULATED BY MULTIPLYING THE SELLING PRICE BY THE REDUCTION OF SQUARE FOOTAGE TIMES THE SELLING PRICE PLUS 10 PERCENT. $20 FOR EACH VERTICAL INCH DISCREPANCY WILL BE REFUNDED TO BUYER IF DEPTH IS LESS THAN INDICATED ON POOL DIAGRAM. DEPTH TO BE MEASURED AT THE MAIN DRAIN AND THE SHALLOWEST PORTION OF THE POOL TO THE CENTER OF THE WATERLINE TILE. DEPTH MAY VARY PLUS OR MINUS THREE INCHES WITHOUT DAMAGES. 10 DOLLARS FOR EACH VERTICAL INCH OF DEPTH DEFICIENCY MEASURED ONLY AT THE MAIN DRAIN AND THE SHALLOWEST PORTION OF THE POOL. DEPTH IS MEASURED FROM THE FLOOR OF THE POOL TO THE CENTER OF THE WATERLINE TILE. POOLS BY BRADLEY RESERVES THE RIGHT TO STOP WORK ANY TIME PAYMENTS ARE PAST DUE. OWNER HEREBY EXPRESSLY AGREES TO WORK STOPPAGE AND THIS SHALL NOT CONSTITUTE A BREACH OF CONTRACT, OWNER SHALL SUPPLY CONTRACTOR WITH FOUNDATION SURVEY PRIOR TO SECURING OF BUILDING PERMIT. OWNER SHALL HOLD POOL CONTRACTOR HARMLESS IF FOUNDATION SURVEY IS INACCURATE, INCOMPLETE OR IN ANY WAY NOT IN COMPLIANCE WITH ZONING APPLICABLE TO OWNERS PROPERTY. OWNER SHALL SUPPLY THE NECESSARY ELECTRICITY DURING CONSTRUCTION AND TO OPERATE POOL. OWNER WILL SUPPLY SUITABLE WATER FOR THE CONSTRUCTION OF THE POOL AND IMMEDIATELY UPON COMPLETION OF POOL FINISH. IF OWNER ELECTS TO STOP POOL CONSTRUCTION BECAUSE OF UNDERGROUND CONDITIONS ENCOUNTERED, CONTRACTOR SHALL BE ENTITLED TO BE PAID FOR WORK COMPLETED PLUS A REASONABLE MARK-UP ON DIRECT COST. IF UNDERGROUND CONDITIONS ARE ENCOUNTERED, THAT WILL RESULT IN EXTRA COSTS, THE OWNER MAY ELECT TO STOP CONSTRUCTION. IF OWNER DOES NOT INSTRUCT CONTRACTOR TO STOP WORK BECAUSE OF UNDERGROUND CONDITIONS, THE OWNER SHALL BE RESPONSIBLE FOR DIRECT COST IN RECTIFYING THE UNDERGROUND PROBLEM PLUS 37% MARK UP ON DIRECT COST. CASES OF FILLED AND UNSTABLE GROUND OWNER AGREES TO PAY FOR AND FURNISH TO A CONTRACTOR A CERTIFIED SOIL REPORT. OWNER AGREES TO INDEMNIFY CONTRACTOR AGAINST ALL LIABILITY TO OWNER OR ANY THIRD PERSONS ARISING FROM CONSTRUCTION BEYOND PROPERTY LINES. CONTRACTOR SHALL NOT BE LIABLE FOR CONSTRUCTION MADE IMPROPER BY ZONING CHANGES OR DEED RESTRICTIONS. ARBITRATION ANY CLAIM ARISING OUT OF OR RELATED TO THE CONTRACT SHALL BE SUBJECT TO ARBITRATION. PRIOR TO ARBITRATION, THE PARTIES SHALL ENDEAVOR TO RESOLVE DISPUTES BY MEDIATION. THE ARBITRATION SHALL BE IN ACCORDANCE WITH THE FLORIDA ARBITRATION CODE (CHAPTER 682, FLORIDA STATUTES) AND THE CONSTRUCTION INDUSTRY ARBITRATION RULES OF THE AMERICAN ARBITRATION ASSOCIATION CURRENTLY IN EFFECT. THE DEMAND FOR ARBITRATION SHALL BE FILED IN WRITING WITH THE OTHER PARTY TO THE ' CONTRACT AND WITH THE AMERICAN ARBITRATION ASSOCIATION. THE PARTY FILING A NOTICE OF DEMAND FOR ARBITRATION MUST ASSERT IN THE DEMAND ALL CLAIMS THEN KNOWN TO THAT PARTY ON WHICH ARBITRATION IS PERMITTED TO BE DEMANDED. VENUE FOR ANY ARBITRATION OR OTHER LEGAL PROCEEDING SHALL LIE EXCLUSIVELY IN SEMINOLE COUNTY, FLORIDA UNLESS THE PARTIES MUTUALLY AGREE TO ANOTHER LOCATION. CONTRACTOR'S OPPORTUNITY TO CURE CONSTRUCTION DEFECTS ANY CLAIMS FOR CONSTRUCTION DEFECTS ARE SUBJECT TO THE NOTICE AND CURE PROVISIONS OF CHAPTER 558, FLORIDA STATUTES. CHAPTER 558, FLORIDA STATUTES, CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION .DEFECT. SIXTY DAYS BEFORE YOU BRING ANY LEGALACTION, YOU MUST DELIVER TO THE OTHER PARTYTO THIS CONTRACT WRITTEN NOTICE, REFERRING TO CHAPTER 558, OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE., THERE -_ARE-. STRICT. DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. MEDIATION ANY CLAIM ARISING OUT OF OR RELATED TO THE CONTRACT SHALL BE SUBJECT TO MEDIATION AS A CONDITION PRECEDENT TO ARBITRATION OR THE INSTITUTION OF LEGAL OR EQUITABLE PROCEEDINGS BY EITHER PARTY. REQUEST FOR MEDIATION SHALL BE FILED IN WRITING WITH THE OTHER PARTY TO THE CONTRACT. THE REQUEST MAY BE MADE CONCURRENTLY WITH THE FILING OF A DEMAND FOR ARBITRATION OR THE FILING OF A LAWSUIT IN STATE COURT BUT IN SUCH EVENT, MEDIATION SHALL PROCEED IN ADVANCE OF ARBITRATION OR LEGAL OR EQUITABLE PROCEEDINGS, WHICH SHALL BE STAYED PENDING MEDIATION. THE PARTIES SHALL SHARE THE MEDIATOR'S FEE EQUALLY. THE MEDIATION SHALL BE HELD IN SEMINOLE COUNTY, FLORIDA UNLESS THE PARTIES MUTUALLY AGREE TO ANOTHER LOCATION, ATTORNEY'5 FEES THE PREVAILING PARTY IN ANY ARBITRATION OR LEGAL PROCEEDING CONCERNING CONTRACTOR'S RIGHT TO COLLECT AMOUNTS DUE ON THE CONTRACT SHALL BE ENTITLED TO RECOVER ITS REASONABLE ATTORNEY'S FEES FROM THE OTHER PARTY. BUYER'S RIGHT TO CANCEL THE CONTRACTOR SHALL NOT BE OBLIGATED TO COMMENCE CONSTRUCTION OF THIS POOL UNTIL THREE DAYS AFTER THE SIGNING OF THIS AGREEMENTSINCE THIS CONTRACT MAY BE CONSTRUCTED AS A HOME SOLICITATION SALE, BUYER IS HERBY NOTIFIED OF HIS RIGHT TO CANCEL UNDER THE HOME SOLICITATION SALES ACT. THIS IS A HOME SOLICITATION SALE, IF YOU DO NOT WANT THE GOODS AND SERVICES, YOU MAY CANCEL THIS AGREEMENT BY PROVIDING WRITTEN NOTICE TO THE SELLER IN PERSON, BY TELEGRAM, OR BY MAIL THIS NOTICE MUST INDICATE THAT YOU DO NOT WANT THE GOODS AND SERVICES AND MUST BE DELIVERED OR POSTMARKED BEFORE MIDNIGHT OF THE THIRD BUSINESS DAY AFTER YOU HAVE SIGNED THIS AGREEMENT. THE BUYER'S THREE DAY RIGHT TO CANCEL BEGINS WHEN THE BUYER SIGNS THE AGREEMENT, IF YOU CANCEL THIS AGREEMENT, THE SELLER MAY NOT KEEP ALL OR PART OF ANY CASH DOWN PAYMENT. THIS AGREEMENT AND ALL ADDENDUMS INCORPORATED HEREIN SHALL BE GOVERNED BY THE LAWS OF THE STATE OF FLORIDA. SIGNATURE I HAVE READ AND FULLY UNDERSTAND AND HAVE RECEIVED A COPY OF ALL GENERAL TERMS AND CONDITIONS. 6 l OWNER DATE OWNER DATE OFFICE USE ONLY THIS AGREEMENT IS NOT VALID UNLESS APPROVED BY AN OFFICER OF POOLS BY BRADLEY. 99,09 -0 TITLE ems Civil & Structural Engineering • Commercial • Residential • Pools • Inspection o Additions Pools by Bradley BCE Project No. 16-189 5725 Wayside Drive, Suite 1001 August 08, 2016 Sanford, Florida 32771 Subject: ANGLE OF REPOSE Property Address: 182 Venetian Bay Circle Sanford, Florida 32771 Legal Description: Lot 40, "Venetian Bay': Recorded in Plat Book 64, Page 84-88 Seminole County, Florida . The pool installation will conform to building codes if the steel reinforcing bars in the pool shell is placed on 6-inch centers both ways in those areas adjacent to footers or foundations that are within a distance equal to the depth of the pool shell plus one foot. THE FOLLOWING CONDITIONS ALSO APPLY: Excavation of the soil for the pool shell must be done carefully and to minimum depth cuts. Backfill soil must be placed in 12-inch layers and each layer must be properly compacted prior to placement of the next layer. Pool layout is based on the assumption that the pool wall is approximately 6 inches in minimum thickness and a continuous beam, reinforced with two horizontal reinforcing bars, is constructed along the perimeter of the shell, as per alternatives in a master plan. Sincerely, BRYAXC E GINEERING, INC. Bryan M. Chami, P.E. Florida Registration No. 60037 3811 Wingbow Ct • Orlando, FI 32817 • Tel (407) 679-1749 . Fax (407) 657-9444 • Email: bcengineering@earthlink.net SCPA Parcel View: 23-19-30-502-0000-0400 Page I of 2 Property Record Card ftEffi&— Parcel: BLAC3DERE0000- 0400 Owner: BLACKDEREKJ Li Property Address: 182 VENETIAN BAY CIR SANFORD, FL 32771 Parcel Information Value Summary Parcel 23-19-30-502-0000-0400 Owner BLACK DEREK J Property Address 182 VENETIAN BAY CIR SANFORD, FL 32771 Mailing 182 VENETIAN BRY CIR SANFORD, FL 32771 but) Ivi AY Tax District ( S1-SANFORD DOR Use Code j 01-SINGLE FAMIL j Exemptions 00-HOMESTEAD(2007) 8 115.25 I . O Q0 Seminole County Legal Description LOT 40 VENETIAN BAY PB 63 PGS 84 - 88 Taxes 2016 Working Values 2015 Certified Values Valuation Method Number of Buildings I CostlMarket 1 1 Cost/Market j 1 Depreciated Bldg Value 154,852 13 4,148 i Depreciated EXFT Value f Land Value (Market) $35,000 j 35,000T Land Value Ag^ j 1 Just/Market Value" Portability Adj 189,852 169,148 j Save Our Homes Adj 59,274 39,478 Amendment 1 Adj ^ P&G Adj _ 0 so Assessed Value 130,578 i $129,670 Tax Amount without SOH: $2,621.06 2015 Tax Bill Amount $1,817.61 Tax Estimator Save Our Homes Savings: $803.45 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County Bonds j $130,5781 50,000 80,578 SJWM(Saint Johns Water Management) 130,578 50,000 j 80,578 County General Fund 130,578 50,000 80,578 City Sanford_ 130,578 , 50,000 80,578 Schools 130,578 i ^ 25,0001 105,578 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED I WARRANTY DEED 14/1/2006 4/1/2004 106244 105316 11084 1541 + 330,000 j Yes 219,500 1 Yes Improved i Improved WARRANTY DEED j 11/1/2003 05091 0407 3,476,000 I No Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT - 1 $35,000.00 j $35,000 Building Information Ic R-11Rath --f inrnrr—t? r:lirk H- Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE 12004 9 4 1 2_5 ( 20771 2,974 2,3241 CB/STUCCO $154852 j $162,149 j FAMILY 1 I I ( - FINISH I I Description Area FINISHED GE 425.00 I UPPER STORY 247.00 FINISHED I II OPEN IPORCH49.00 FINISHED SCREEN i ! t PORCH i 176.00 LFINISHED j Permits Permit # Description Agency Amount CO Date Permit Date 101735 ADDITION - RESIDENTIAL !SANFORD $882 4/15/2004 http://parceldetail.scpafl.org/ParcelDetalllnfo.aspx?PID=23193050200000400 7/27/2016 THIS INSTRUMENT PRLPkAW&Y:by Bradley Name: (`iiii`!rl:. '!(.;ii;:;{_.t .!i... !..j i(,1 Address:5725 alf C1t7 i I !I i -OUi {:,-!'. SW—rdaF — ., 3 I_;.hl.' _; A. ,'l l j,t ll_, fL" 1.. i JJ-% NOTICE: OF COMMENCEMENTFIN State of Florida U County of Seminole _ Permit Number: Parcel ID Number: n`' Q f ` The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. N OF PROPERTY: (Legal description of the property anrd street address if available 11rr, GENERAL DESCRIPTION OF IMPROVEMENT: Pon,`— OWNER INFORMATION: ( t n Name: I f' ( \ I,I C-' \ Address: Ycoc - L lan I % c , -. ( ( _ r 7' Fee Simple Title Holder (if other than owner) Name: Address: CONTRCTO r Name: i" %I b 5(a t Address: . - 5 Q2 4h d1 TUi F L 3: ` Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served '. as provided by Section 713.13(1)(b), Florida Statutes. re. • sEt Name: Address: cu nIn addition to himself, Owner Designates c f To receive a copy of the Lienor's Notice as Provided Section 713.13(1)(b), Florida Statutes. O Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a `j' different date is specified) t a WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOT14D.W COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713h1j O Q FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERI,.(A "— NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE F&S TINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTOFi I , O n m BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. C4 Owners Signature Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." tI 1 ! L4> i } -[ State of County of u Lt The foregoing instrument was acknowledged before me this ( day of vi l i_ i ' 7 / by e' I ! a i - Who is personally known to me Name of person making statemen j OR who has produced identification l type of identification produced: a•r u,, =National IN i r o Notare of Florida (r.- CommissionF 973809 N> = Notary iyn re My Copr 21, 2020 ! Bondedl Notary Assn. SEMINOLE COUNTY MULTI—IURISDICT10NAL Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: Vi •- I C-o - I I hereby name and appoint: r ' - , tv y-jc).-) an agent of: oo --A me of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. Or The specific permit and application for work located at: I g0 vice a n a \I C i (C. I C- Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: X 1" )C r t State License Number: Signature of License He STATE OF FLO DA COUNTY OF 3prki-nOI-C, The egoing instrument was acknowledged before me thisa day of 501 L'-- , 20 I by )e who is personally known to me or who has prod as identification and who di did not) ake an oath. SignaUire of Notary yam L NN COFFIN Notary Public • State of]0rida Conanlssion # FF 97 My Comu i\ 10kft Apu'4%, I•`' Bonded through National Not rtin C' e -y i n Print or type Notary name Notary Public - State of Commission No. My Commission Expires: LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: C- 9 -I (P I hereby name and appoint: V\tw v an agent of: i'6 \ t' to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. The s ecif c permit and ; lication for work located at: Ci' r Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: B (a d c q I . Co, Ve 3 State License Number: c L j q 5 it q a Signature of License Holder: STATE OF FLORIDA, n ,, COUNTY 0 1 1LLL The. foregoing inn trumf 20bL9 ; by `Y Rd to me or ? who has pro identification and who Notary Seal) Ntv Ut4 UrGIN COFFIN bunme Notary pubk . State of Florida Commission # FF 97,3609 My Comm. Expires Apr 21. 202GtantBondedthroughNationalNotaryAssn. Rev. 3/27/07) was acknowledged before me this A' F a Ve.5 an oath. L C Prim r type name Notary Public - State of Commission No. My Commission Expires: n day of% , who is ? perso lly known as REQUIRED INSPECTION SEQUENCE BP# 16-2328 Address: 182 Venetian Bay Circle BUILDING PERMIT (P,OOL) ; Min Max Ins ection Description 10 20 Pool Foundation 20 Pool Plumbing Rough 30 Main Drain Piping 40 Pool Deck 50 Child Safety Inspection 60 1000 Plumbing Final 1000 Pool Final Inspection ELECTRICAL FPERMI T' '. Min Max Inspection Description 10 Light Niche Bonding 20 Pool Bonding Grid 1000 Electric Final l' i7tW ari" '£ 14 r " PLUMBING PERMIIT ti Wink i, j J i h G+J 1 a r ai u L a, u, ra c R .ffi,..'R _ Min Max Inspection Description REVISED: June 2014 RECORD COPY F s D City Of Samford y Residential Pool / Spa / Hot Tub Safety Act Requirementz3 Date Property Address Q 66 n T ic— F L 3a ' Lot H 0 Subdivision Y (f(r—+" an BQ 1/ I hereby acknowledge that failure to equip a new residential swimming pool with at least one of the following pool safety features as required in Section 515.27, Florida Statutes, shall constitute a misdemeanor of the second. degree, punishable as provided in s. 775.082 or s. 775.083. XThe pool must be isolated from access to the home by an enclosure that meets the pool barrier requirements of s. 515.29; The pool must be equipped with an approved safety pool cover; All doors and windows providing direct access from the home to the pool must be equipped with an exit alarm that has a minimum sound pressurerating of 85 decibels at 10 feet; or All doors providing direct access from the home to the pool must be equipped with a self -closing, self - latching device with a release mechanism placed no lower than 54 inches above the floor. Company Name: R)c)) S b od k k License No: C PC I y-51 913 Signature of Contractor T, ve5 Printed Name of Contractor Address: 5 d 5 N045 4. D9 #1 0( I n - fird FL- Oa ' 9 / Phone No. 3 a 3 . -) q 7 L(' SANFORD OFpAR 16- 232a I hereby acknowledge that the above referenced contractor has furnished me a document containing the requirements of.Chapter 515, Florida Statutes, and a copy of the publication produced by the department under s. 515.31 that provides information on drowning prevention and the responsibilities of pool ownership. Date: Signature of Owner DEQ- Y- &A-C Printed Name of Owner June 2014 FROP1 : BOUNDARY AND MAPP I NG FAX NO. Ar r, 2E 2006 03 : 05PI''I P2 , 1- THIS SURVEY WAS PREPARED FROM TITLP INFORMATION FURNISI-IED TOBEOTHERRESTRICTIONSORUNRECORDEDEASEMENTSTHATAFFECT I-, +1S ; ERrY_ THERE MAY 2. ND UNDERGROUND IMPROVPMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, 3, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE. CERTIFIED TO AND SHOULD NOT BE RELIEDUPONBYANYOTHERENTITY, 4, DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HERF70N SHOULD NOT B8 USED TORECONSTRUCTBOUNDARYLINES, 5. DEARING8 ARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (OB), 0, PROPI-RTY HEREON LOCATED IN ZONE ` ?(" PER F.I,R,M, COMMUNITY PANEL NO, 1202N 0035 E DATED 04-17.95. r fII I ate.. SET R13 L LE 4565 x X 4 Aa ze'' 3 ootlJ I. C LU cD LrL.. SET R6 LB 4665 Ar t— NJ WALE 'I" = .20' 41 S W5943" VV 115.25' AC [ 70,1' yp `yh two FF w ENTRY L 5B,31 N 89059'43" E 115,25' APPROVED PLANS wra.r:-..«•.. tee:. ,.... r. DEPT. Co Vn S'yv c -i S g O X DESCRIPTION; LOT 40, VENETIAN BAY, ACCORDING TO THE PI -AT THEREOFASRECORDEDINPLATBOOK63, PAGE(S) 84 THROUGH 88, OF THEPUBLICRECORDSOFSEWNOLECOUNTY, FLORIDA. BOUfldc0ly LAND SURVEYORS And Lid 4.565 Mapping AS$OCl2t@S, Inc. 109 WEGT ORANGE STREET ALTAMONTE SPRINGS, FL. 32714 PH, (407) 696-1155 RECNLD l I-C. Q P.C- REC RG LR 4937 J'trV„V V b V O O gVJS p 0 O l+bnVv .. ' y r5i•My '+ V 7 b nVb i v v v v v V i V J•tr vvJVVVVOVO V v 0 V Yb 'VVV ^VV t V v v v v V V V by a rlf I T LOT 40 REC R0 L8 4337 25, 25' CERTIPIf;IO TO; DEREK J. BLACK AND MINDY BLACK FIDELITY NATIONAL TITLE INSURANCE COMPANY MINNESOTA LENDING COMPANY, LLC. JOBN1O_: 08.128.¢ RPI;. - RFCOVFR6D LEGEND Not valid t^rifltout th©aipnamre and Iho SAT I C : TON PIPE CM Yf PRC-POINT eripinal raised coal of a Florida licensed I Y I /// i F I LD' 04-25-06 O,M. - CONCRETE NIONLLMENT Ri3 OF REVERSE CURVE R.P. - RADIUS POINT surveyor and me0par. Addlllons and IO 2ii0118 10 911f40 ' i118 9 qr 10 q(lS b GY' Al' ! SIGNED: 04-26-06 REBAR RAD.. RADIAL R -RADIUS L - LENGTH OF ARC n I P Y other than the aipning peaty or Rartlo3 Ia NIlD No, 1243 N.R. NOT RADIAL CA-CENMALhNGLE prohihlledwlihoufwrillenconsent ofthe DRAVVN BY.- BI--S/LH N& D - NAIL d. 015C Ipl PER PLAT U. E.- UTILITY EASEIAENT slgnlnp party or pariles. O n W P' c.: I?._ M) AEI MEACURED D) D. E: DRAINAGE EA5E0.1EPIE L, f, I.ANDCCAFLrAStMFNT f q'I'A'I'k OF PFRMICRIPTIONP.E. POOLEQUtPMrNr nJ, - N•- `' O. L. ON LINE P. 0.MI P. P.-POWER POLE CF F CKED: JVVJ PO P- T. - PRINT OF x- - CHAINUNKFENCE TANGENCY WOODEN FENCE JI6A Y W. JACKS N, P M 4243 11 11 l 0` its v +LT'aaM,'A i 't 'rs, u1, sr t -. c k ' .. Yn ^3i' 4:s :,. i.. Civil & Structural Engineering • Commercial • Residential • Pools • Inspection • Additions J i Pools by Bradley BCE Project No. 16-189 5725 Wayside Drive, Suite 1001 August 08, 2016 Sanford, Florida 32771 Subject: ANGLE OF REPOSE Property Address: 182 Venetian Bay Circle Sanford, Florida 32771 Legal Description: Lot 40, "Venetian Bay". Recorded in Plat Book 64, Page 84-88 Seminole County, Florida The pool installation will conform to building codes if the steel reinforcing bars in the pool shell is placed on 6-inch centers both ways in those areas adjacent to footers or foundations that are within a distance equal to the depth of the pool shell plus one foot. THE FOLLOWING CONDITIONS ALSO APPLY: Excavation of the soil for the pool shell must be done carefully and to minimum depth cuts. Backfill soil must be placed in 12-inch layers and each layer must be properly compacted prior to placement of the next layer. Pool layout is based on the assumption that the pool wall is approximately 6 inches in minimum thickness and a continuous beam, reinforced with two horizontal reinforcing bars, is constructed along the perimeter of the shell, as per alternatives in a master plan. Sincerely, BRYi,kK C E GINEERING, INC. Bryan M. Chami, P.E. Florida Registration No. 60037 3811 Wingbow Ct • Orlando, F132817 • Tel (407) 679-1749 • Fax (407) 657-9444 • Email: bcengineering@earthlink.net SECURED COVER W/ VENT CANTI 127" MIN.r-7,,HAND I L9" MAX. BULLNOSE CER. TILE S.S LADDER 3 STEPS) -\ CROSS -BRACED TYPE MARCITE (LIGHT COLOR) OR 3"-6" CLEA F. TEEL REINFORCE OTHER APPROVED FINISH 3 BARS 12" O.C.E.W. ONCRETE 2" EQUIL. LINE W/ VALVE (OPTIONAL) NOTE: DggCK ELEV. MIN. ASME 2007/2008 WALL GRATE GPM -MAX PUMP GPM /# OF SKIMMERS MjLY VARY PLACE TOP REBAR AT SKIMMER LOCATION AND TIE #3 REBAR PLANSOLTOGOBEHINDSKIMMERPOSITION. AFTER SHELL IS FINISHED, EXCAVATE BEHIND SHELL, PLACE SKIMMER, AND POUR CONCRETE BEHIND SKIMMER. SKIMMER DETAIL LADDER DETAIL NOT TO SCALE NOT TO SCALE 8" MIN. p3 REBAR 0 4" DECK 12" 0/C/E/W OO 1 " p #3 BARS 12" O.C.E.W. L ANCHORED GRATE 8" a VACUUM LINE Lu / 32" MIN 1RETURNLINEMAINN2" AUTO RELIEF VALVE 3 BARS POOL WALL IS 2" O.C.E.W. PTHICK (TYPICAL) BEAM WITH FIXTURES NOT TO SCALE I -- POOL WALL 6" MIN. BALL ADAPTOR BALL RETAINER 1" BALL EYEBALL wALL INLET NOT TO SCALE TRANSFORMER 0 121 O.C.E.W. 1 1/2" PERFORA D PIP GRAVEL ra"IEVNSAnN1 PELAGE TAEEN 12 BAR CENTERS SECTION THROUGH MAIN DRAIN SECTION THROUGH LIGHT NOT TO SCALE NOT TO SCALE ALTERNATIVES THE MDX DEBRIS REUOYAL SM EM r0 BE AlSrALLED RI ACCORDANCE NIRI MAAWACRWER3' RECOlMDVAROW. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. ROW VELOCITY TMR0M SUCROV ORAIES SHALL NO fXQEED L5 FEET PER SEOW. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 1NE LONER ROW RA Yr CW ROOF OR WALL PER MAARR'ACRMER SHAD SE USED RN BOTH DRAINS AI THESE ALIERNARH: CAW VbRAFIM MR TOTAL DINAMC HEAD C:ALaimTXW OAVIRACIOR TO SUPPLY INE ENGINEER OF RECORD PROPOSED A41IM'S) AND RLIEA(SA P1PWC SIZES AND ROUW= AND EIXRPLCENIS LA Yovr FOR DVGW BP ASSEvior OF SUI rA&I rY OR AL TERNA RW COWFXAMA WV. I LL H REINFORCING: 3 REBAR O 12" O.C..E.W. TO 8' DEPTH. IN REBAR O 6" O.C..E.W. OVER 8' DEPTH, TIE INTERSECTIONS W/ 16 GAUGE ALL BAR LAPS AT 40 DIA MIN. WALL SECTION AT SKIMMER NOT TO SCALE 8" SWIM UT (DTL) NOT TO SCALE MDX OR OTHER (MUST BE APPROVED FOR FLOOR OR MDX OR OTHER (MUST BE APPROVED FOR FLOOR OR WALL BY MANUFACTURER) WALL BY MANUFACTURER) ASME A112.19.8-2007 / A112.19.80-2008MIN. DUAL ASME A112.19.8-2007 / A112.19.80-2008`MIN. DUAL DRAINS. SIZE GRATE AND SUCTION DRAIN BRANCHES DRAINS. SIZE GRATE AND SUCTION DRAIN'BRANCHES PER TABLE A. PER TABLE A. SUCTION DRAIN BRANCHES 3 FEET PER SECOND MAX. LOCATE TEE TO PUMP MIDWAY BETWEEN DRAINS SPA THERAPY SUCTION ALTERNATIVE NOT TO SCALE SUCTION DRAIN BRANCHES 3 FEET PER SECOND MAX. LOCATE TEE TO PUMP MIDWAY BETWEEN DRAINS POOL FILTER SUCTION ALTERNATIVE NOT TO SCALE 8"MIN 4" DECK OR BRICK PAVERS rNOTE: RS 12" O.C.E.W. pp3 BARSg EFCKpELEV.O.C.E.W.PIANSV OLY ALTERNATE BEAM I NOT TO SCALE 6" MIN. 4 DECK OR2-#3 BARS i r BRICK PAVERS LINE RETURN LINE fg2 BARS POOL ALL IS ¢ i2"/C/E.W THICK TYPICAL)" ALTERNATE BEAM II NOT TO SCALE COMPONENTS. 8"MIN 4" DECK OR 1 BRICK PAVERS 12" POOL ALL IS 3 BARS THICK 7TYP' IS 12" O.C.E.W. p lvur off lommoIU PLEASE NOTE, THESE PLANS HAVE BEEN ENGINEERED TO CONSIDER MATERIALS AND CRAFTSMANSHIP. BCE, INC. HAS OBSERVED FAILURES DUE TO IMPROPER WORKMANSHIP AND'OEMATIONS IN MATERIALS. BCE, INC. REQUIRES THE BUILDER(S) WILL NOTIFY US WHEN MODIFCATIONS ARE REQUIRED. STRUCTURES MAY VARY IN DETAIL DEPENDING ON THE SURROUNDING SITE CONDITIONS. IN MOST CASES, A BOND BEAM IS REQUIRED AROUND THE PERIMETER OF THE POOL SHELL THAT IS CAPABLE OF CARRYING OUTWARD BENDING FROM THE WATER PRESSURE INSIDE THE POOL WITH NO OUTSIDE SOIL SUPPORT AND TO SUPPORT THE EXTERNAL SOIL PRESSURE WHEN THE WATER IN THE POOL IS ABSENT. REFER TO THE BOND BEAM DETAILS AND NOTE 9 ON THIS PAGE. WHEN BCE, INC. SIGNS AND SEALS THESE PLANS, WE EXPECT THE SUILING DEPTS HALL INSPECT THE FINISHED PRODUCT TO ASSURE THAT THESE STRUCTURES CONFORMS WITH THE APPROVED PLANS. ASME A112.19.8-2007 / A112.19.80-2008 MIN. DUAL DRAINS. SIZE GRATE AND SUCTION DRAIN BRANCHES PER TABLE A. ANSI / APSP / ICC-5 2011 DUAL DRAIN CONFIGURATION TABLE A FLOW RATING FOR COVERS/GRATING 3 FEET PER SECOND SUCTION OUTLETS FLOWING FLOW VELOCITY THROUGH EACH SUCTION GRATE SHALL NOT EXCEED 1.5 FEET PER SECOND WITH ONE GRATE BLOCKED. H?I-S 2003 9.2.1 a APSP-7 2003 10011 MAM RESSURE 0-50 PSI 2016 ECHAPTERNSCONFORM TO THE 5TH EDITION ROTS FLORIDA BUILDING CODE RESIDENTIAL 45 ENGINEERING DESIGN AND CHAPTER 42 ELECTRICAL PROVISIONS a COMPLY NATH ANSI/APSP/ICC-5 2011 AND THE FEDERAL GINIA GRAEME BAKER POOL AND SPA SAFETY ACT 2007 NOTE& 1. CONCRETE SHALL BE PNEUMATICALLY PLACED, GRADE A, 2500 PSI AT 28 DAYS OR SHALL BE MACHINE MIXED, GRADE A. 2500 PSI AT 28 DAYS. 2. REINFORCING BARS SHALL CONFORM TO ASTM 615 GRADE 40. 3. POOL AREA SHALL BE FENCED PER.2014 FLORIDA BUILDING CODE. 4. POURED CONCRETE SHELLS SHOULD BE WETTED DAILY DURING THE INITIAL 7 DAYS OF CURING IN ORDER TO MINIMIZE THE POTENTIAL FOR HYDRATION CRACKS. 5. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. 6. IF USING 12V LIGHTS, DO NOT TURN LIGHTS UNTIL THE JUNCTION BOX HAS BEEN MOUNTED ABOVE GRADE BEYOND THE DECK. AND INSTALLED TO MEET BUILDING CODES. IF 110V LIGHT IS USED, A G.F.I. OUTLET OR TRANSFORMER TO STEP THE VOLTAGE DOWN TO 12V MUST BE, USED. 7. SUITABILITY OF THE SUBGRADE SOILS FOR PROVIDING PROPER SUPPORT TO THE POOL SHELL AND ADJOINING DECK SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. 8. SOIL MUST BE COMPACTED IN 12" LAYERS BETWEEN POOL SHELL AND EXCAVATION LINE FOR POOL SHELL. 9. NUMBER 3 REBAR MAY BE USED IN BOND BEAMS FOR POOLS NOT EXCEEDING 130 FEET IN PERIMETER OR 20'X40' SQUARE. IN POOLS WITH PERIMETERS GREATER THAN 130 FEET, USE NUMBER 4 REBAR IN THE BOND BEAMS. 10. THE REBARS IN THE BOND BEAM MUST HAVE A MINIMUM OF 3 INCHES OF COVER AND A MINIMUM OF ONE INCH CLEARANCE BETWEEN. 11. 6X6,10/10 W.W.M. OR FIBERGLASS MESH SHALL BE PLACED IN THE DECK AROUND THE POOL SHELL. 12. A BOND BEAM WHICH IS AN INTEGRAL PART OF THE POOL SHELL, SHOULD BE CONSTRUCTED WITH ALL CONCRETE SHELL POOLS. TWO CONTINUOUS REINFORCING STEEL BARS SHALL BE PLACED IN THE BOND BEAM ALL THE WAY AROUND THE POOL. 13. A MINIMUM WALL THICKNESS OF 6 INCHES IS REQUIRED FOR ALL CONCRETE WALL SHELLS. 14. SOME SPECIAL VARIATIONS IN BASIC POOL REQUIREMENTS MAY BE ALLOWED; HOWEVER, A SIGNED LETTER FROM THE ENGINEER WALL BE NECESSARY. 15. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 16. IF THE SEASONAL HIGH WATER TABLE IS AT OR ABOVE THE BOTTOM ELEVATION OF THE POOL SHELL, AN B" MIN. GRAVEL BED WITH A 2" PIPE PLUMBED TO THE SURFACE SHOULD BE INSTALLED BELOW THE DEEP END. THIS SYSTEM WILL ALLOW FOR ARTIFICIAL LOWERING AT THE GROUND WATER TABLE IN THE EVENT THAT THE POOL NEEDS TO BE EMPTIED, 17. THE CONSTRUCTION TECHNIQUE USED TO PLACE THE SKIMMER IN A CUT AREA IN THE POOL EDGE AND GUNITING THE DECK AND TOP SHELL IN ONE OPERATION WILL BE ACCEPTABLE PROVIDING THERE IS NO STRUCTURAL LOADING ON THE SHELL AREA, 18, AN AREA IN THE TOP OF THE POOL SHELL AND DECK MAY BE CUT IN THE HORIZONTAL PLANE AND THE SKIMMER PLACED WITH ONE REBAR GOING AROUND THE REAR FACE OF THE SKIMMER. NO REBAR IS REQUIRED TO GO BENEATH THE SKIMMER IN THE GUNITE. 19. HARD WIRED ALARMS OR CHILD FENCING SHALL CONFORM WITH UL2017. 20. WHEN USING CHILD FENCING, REFER TO SITE PLAN FOR DETAILS. 21. (2) MAIN DRAINS, MIN. 3' APART OR ON TWO SEPARATE PLANES ARE REQUIRED PER PUMP / DRAINAGE SYSTEM ( E.G. FILTER, THERAPY, ,WATER FEATURE). 22. THE CONTRACTOR SHALL SELECT APPROPRIATE SIZED GRATES TO ACCOMMODATE THE MAXIMUM FLOW CAPACITY OF THE RESPECTIVE PUMP SYSTEM TO COMPLY WITH ANSI/APSP-7 2008 AND THE 2007 FEDERAL VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT. THE INTENT OF THE STANDARD IS TO PROVIDE 100 PERCENT SUCTION CAPACITY OF THE RESPECTIVE PUMP SYSTEM THROUGH DUAL OR MULTIPLE DRAINS IF ONE DRAIN IS COMPLETELY OCCLUDED AND BLOCKED. THE INTENT OF THE VGBPSSA IS TO PROVIDE DUAL DRAIN GRATES MEETING ASME A112.19.8-2007/ ASME A112.19.8a-2008 LISTED GRATES. THE ENGINEER OF RECORD, BCE, INC., DOES NOT ACCEPT ANY LIABILITY FOR SELECTION OF GRATES IF NOT CONSULTED TO PROVIDE A SIGNED AND SEALED SITE SPECIFIC SPECIFICATION OF DRAIN GRATE COMPONENTS. 23. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 24. PRIMER AND GLUE ON EXPOSED ABOVEGROUND PIPING NOT REQUIRED TO BE COLORED. 25. PRESSURE TEST ALL PIPING SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER STATIC WATER OR AIR PRESSURE TESTOF NOT LESS THAN 40 PSI FOR 60 MINUTES. 26. EQUIPMENT INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 27. WHERE CHECK VALVES ARE INSTALLED THEY SHALL BE OF THE SWING, SPRING OR VERTICAL CHECK PATTERNS. TO FILTER, THERAPY, OR * CONTRACTOR TO REFER TO ANSI/APSP ACC-5 2011 ACH DRAIN BRANCH - 3 FEET PER SECOND ( NOTES CONTINUE ON SHEET 2 OF 2). \ CWATERFEATURE FOR SIGNED AND1 SEALED PUMP(S). AND DRAIN GRATE(S) COMPONENTOUTLETS FLOWING MAXIMUM WITH BOTH SUCTION \\\\N" E N Sy _ / NUMBER OF COVERS/GRATES PER PUMP SYSTEM MINIMUM FLOW RATING OF EACH COVERS/GRATES x MAXIMUM SYSTEM FLOW RATE* 1 100x 2 1DOx 3 66.7x 4 sox 5 40x 8 I 33.3x J' MIN TO PUMP ASME A112.19.8-2007 // A112.19.80-2008 MIN. DUAL DRAINS. SIZE GRATE dND SUCTION DRAIN BRANCHES PER TABLE A, LOCATE TEE TO PUMP MIDWAY BETWEEN DRAINS VACUUM 0-30" Hg SPECIFICATION AND CALCULATION OF TOTAL DYNAMIC HEAD FOR -. EACH PUMP SYSTEM CONTRACTOR TO SUPPLY DESIGN ENGINEER I [Lz8 FEET PER SECOND MAXIMUM ,_ MCA `C` j 8 FEET PER SECOND MAXIMUM To PUMP i LOCATE TEE TO PUMP MIDWAY BETWEEN DRAINS WITH PROPOSED PUMP(S) AND FILTER(S), PIPE SIZES AND ROUTINGS, AND EQUIPMENT LAYOUT. h DRAIN CRATES TO BE AT SAME ELEVAITON t4 6O. NOT TO EXCEED VELOCITY OF 10 FEET PER SECOND FOR PRESSURE PIPING AND 8 FEET PER SECOND FOR MINUMUM 18" DEEP SUCTION PIPING UNLESS NOTED OTHERWISE. GRATES TO BE APPROVED FOR FLOOR OR WALL USE PER MANUFACTURER As APPROPRIATE o . GRATES TON APPROVEDO FOR FLOUR WALL EACH PUMP FUNCTION (E.G. FILTER, THERAPY, WATER FEATURE) REQUIRES MIN. DUAL (TWO) ASME 2007 2008 DRAIN GRATES. POOL WALL IS e" THICK (TYPICAL) IAUSEPERMANUFACTURERASAPPROPRIATE IF REQUIRED FLOW RATE OR PUMP CAPACITY NECESSITATES Nr 2me MORE THAN TWO DRAIN GRATES PER PUMP SYSTEM / DRAINAGE T N GFLOORORWALLDRAINDETAIL DIVISION SYSTEM REQUIRES MORE THAN ONE PUMP CONSULT THE ENGINEER OF RECORD. GROSS SECTION NOT i0 SCALE v \\ NOT TO SCALE If 0, FLORICA HTs RESERVIDO CERTIF/C/'I/! i AtT(C IV 25901 NOTES. SPECIFICATIONS. DETAILS, AND ALL OTHER INFORMATION DEPICTED ON THIS SHEET AND ALL ATTACHED SHEETS HAVE BEEN PREPARED TO MEET THE FLORIDA BUILDING CODE 2014 STANDARDS FOR ORANGE. SEMNOUL OSCEOLh POLK, VOLUSA k LANE COUNTIES OF CENTERAL RARIDA. IT IS THE RESPONSBILTY OF THE CONTRACTOR TO VERIFY KITH LOCAL.. COUNTY, CITY, AND STATE CODE ENFORCEMENT AGENCIES, t ` NCE. WITH BUILDING CODES AND ORDINANCES FOR THE AREA OF CONSTRUCTION. INNS MUST BE DONE PRIOR TO THE USE OF THIS DOCUMENT OR ANY ATTACHED DOCUMENTS FOR ANY PURPOSE. B RYµC ENGINEERING, INC. HEREBY RESERVES ITS COMMON LAW COPYRIGHTS AND OTHER COPYRIGHTS IN THESE PLANS, IDEAS, AND DESIGNS. THESE IDEAS. DESIGNS AND PLANS- ARE NOT TO BE COPIED OR CHANGED IN ANY OF FROM WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY VITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION FROM BRYµC ENGINEERING. INC. AUG a 0 9 wm o o di, c wWLL,,In p o N Q 0 = DO m m C= MmW p OEi aaz 3 <$ Q Un VI NZ p Oa8 m CJ i Z n C. rg LJ zi D s0 Z Zt`° rLJdn U C, I' a ^ m IJ 2016 9 28. ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE WATER DEPTH EXCEEDS 24 INCHES. IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET, THERE SHALL BE A LADDERS, STAIRS OR UNDERWATER BENCHES IN THE DEEP END. 29. SKIMMERS SHALL BE INSTALLED ON THE BASIS OF ONE PER 800 SO FEET OF SURFACE AREA OR FRACTION THEREOF, AND SHALL BE DESIGNED FOR A FLOW RATE OF AT LEAST 25 GPM PER SKIMMER. 30, APPROVED MANUFACTURED INLET FITTINGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SQ.FT OF SURFACE AREA. WHERE MORE THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10 FEET. - ALL METAL PARTS OF THE POOL STRUCTURE INCLUDING THE REINFORCING METAL OF THEPOOLSHELL, COPING STONES, DECK, ALL METAL SHEATHED CABLES, METAL PIPING, AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FEET HORIZONTALLY OF THE INSIDE WALLS OF THE POOL AND WITHIN 12 FEET VERTICALLY ABOVE THE MAXIMUM WATER LEVEL. (l.e. METAL, DOOR, OR WINDOW FRAMES, SOFFITS, FENCES, POOL ENCLOSURES, etc.) SHALL BE BONDED TO THE FOUNDATION STEEL. ( NEC 680.26B.- (3) (4) (5) NUMBER 8 WIRE TO BE; USED FOR COMMON BOND PER CODE, NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE SLAB WIDTH IN THE DIRECTION OF THE'PRIMARY POOL ENCLOSURE EXCEEDS 32 FT. THEN A TYPE A FOOTING IS REQUIRED. SCABS " SHALL BE A MINIMUM OF 3-1/2"(4"NOMINAL) THICK. THE FOLLOWING CONDITIONS ALSO APPLY. THE SLAB / FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE MATH 6X6.IOX10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE A FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. THE FOUNDATION SHOWN ARE BASE ON A MINIMUM SOIL BEARING PRESSURE OF 2000 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB BY FIELD SOIL TEST OR A SOIL TESTING LAB. ALL REBAR TO HAVE 3' MIN. COVER. PLANS CONFORM TO THE 5TH EDITION 2014 FLORIDA BUILDING CODE RESIDENTIAL CHAPTER 45 ENGINEERING DESIGN AND CHAPTER 42 ELECTRICAL PROVISIONS TO COMPLY WITH ANSI/APSP/ICC-5 2011 AND THE FEDERAL VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT 2007 ALTHOUGH THE 2014 FLORIDA BUILDING CODE DOES NOT REQUIRE A SECOND LAYER OF ENTRAPMENT PROTECTION, OWNER AND CONTRACTOR SHALL CONSIDER PROVIDING SUCH AS A SUPPLEMENTAL PER APSP-5 OR VGBPSSA (E.G. SVRS, GRAVITY FEED, VENT LINE). THE CONTRACTOR SHALL CONFORM TO THE 2011 NATIONAL ELECTRICAL CODE SECTION 680.26(C) EQUIPOTENTIAL BONDING GRID FTG. IN (2) /5 W/ (1) 05 4' CONC. — 4' CONIC. — 5 REM TYP. RERAN TYP. BENT BAR W/ 25• BENT BAR W/ 25' LAP EW. TYP OF 2 LAP E.W. TYP OF 2 CORNER BAR DETAIL CORNER BAR DETAIL CONPAVERS CONIC. PAVERS 4" CONC. SLAB WIC. 6X6 10-10 W.W.M. OR FIBER MESH. 8' 1 # 59 CONL 1 #5a CONT.' 3" MIN. COVER 2 #5s' CONT. 3" MIN. COVER 3" MIN. COVER- COMPACTED 2000 COMPACTED 2000 P.S. FqFILL COMPACTED 2000 P.S.F. FILL P.S. F. FILL TYPICAL PERIMETER' FOOTING TYPICAL PERIMETER FOOTING o TYPICALPERIMETER FOOTING A C MODERATE SLOPE FOOTING MODERATE SLOPE FOOTING MODERATE SLOPE FOOTING 2"-10" SLOPE 2"-10" SLOPE 2"-10" SLOPE CONC. PAVERS CONC. PAVERS 4" CONC: SLAB W/ 6X6 10- 10 W.W.M. r` OR FIBER MESH. TTT TTT TTT _ 2 #5a CONT. 16' 3" MIN. COVER 2 #59 CONT. 3" MIN. COVER 2 #5sCONT. 16' 3" MIN. COVER 18 " COMPACTED 2000 COMPACTED 2000 P.S. F. FILL COMPACTED 2000 P.S. F. FILL P.S.F. FILL OPTIONAL PERIMETER FOOTING OPTIONAL PERIMETER FOOTING o OPTIONALPERIMETER ,FOOTING STEEP SLOPE FOOTING C ASTEEP SLOPE FOOTING STEEP- SLOPE FOOTING 10"-12 SLOPE 10"-12 SLOPE 10'-12' SLOPE 4" CONC. SLAB W/ 6X6 10- 10 W.W.M. 4" CONIC. SLAB W/ 6X6 10- 10 W.W.M. 4' CONC. SLAB W/ 6X6 10- 10 W.W.M. OR FIBER MESH. OR FIBER MESH. O' MIN OR FIBER MESH. SLLWE A W!C! OMPAWCTED2000 MIN.COVER 3".#MIN, COVER P.S. F. FILL COMPACTED 2000 P.S. F. FILL P.S.F. FILL n FLAT SLOPE NO FOOTING OPTIONAL PERIMETER FOOTING A OPTIONAL PERIMETER FOOTING B 122-1 SLOPE STEEP SLOPE. FOOTING STEEP SLOPE FOOTING SLOP 10"-12 E110•-12 SLOPE F Lu201a = Q 1' SONh RESO G Q 8 2016 RESERVED EA SPEgFlCAIIONADETNLS, AND ALL OTHER INFORMATION DEPICTED ON THIS SHEET AND ALL ATTACHED SHEETS HAVE BED/ PREPARED TO MEET THE FLORIDA BUI DING CODE 2014 STANDARDS FOR ORANGE, SEMINOLE, OSCEOLA. POLK. VOLO9A A LAKE COUNTIES OF CENTERAL FLORIDA. IT IS THE F43PONSOILTY OF THE CONTRACTOR TO VERFY WIN LOCAL. COUNTY, CITY. AND STATE CODE ENFORCEMENT AGENCIES. Au WTI BUILDING SANDORDINANCESFORTHEAREAOFCONSTRUCTION. THIS MUST BE DONE PRIOR TO THE USE OF THIS DOCUMENT OR ANY ATTACHED DOCUMENTS FOR ANY PURPOSE. BRYAN C ENGINEERINO, INC. HEREBY RESERVES ITS COMMON. LAW ODPYfIGHTS AND OTHER COPYRIGHTS IN THESE PLANS, IDEAS, AND DESIGNS. THESE IDEAS, DESIGNS AND PLANS ARE NOT TO BE COPIED OR CHANGED IN ANY FROM WIATSOFYER. Nd! ARP — T t •eansn m "y -- e.e.v ,r" — roruuu,,. — ...ro... ue...........................................—....... ... N C4 HeatWave SuperQuiet - AquaCal Page 5 of 7 Refrigerant R410A R410A R410A R410A A_ Electrical R410_ _ Heat or Heat & Cool H H H H&C H&C Voltage/Hz/Phase 208-230/60/1 208-230/60/1 208-230/60/1 208-230/60/1 208-230/60/1 Minimum Circuit Ampacity 40.5 42.1 41.4 38.5 42.1 Minimum/Maximum Fuse Size 50/60 50/60 50160 40/60 50/60 Water Flow Minimum/Maximum (gpm) 30/70 30/70 30/70 30/70 30/70 Physical Weight (lbs) 268 328 328 268 328 Size (LengthxWidthxHeight) 37" x 34" x 45" 37" x 34" x 45" 37" x 34" x 45" 37" x 34" x 45" 37" x 34" x 45" Sound Level Decibels at 10 ft. 55 dB 55 dB 55 dB 55 dB 55 dB 50 Hz SQ145 nSQI45 SQ225 SQ120R SQ120R Efficiency KW Output I 293 29.3 35.2 27.8 27.8 BTU Output 100,000 00 120,000 95,000 95,000 Coefficient ofPerfonnance (COP) 6.8 6.8 6.5 5.9 KW Input 4.3 4.3 5.4 4.7 5.9 4.7 Voltage/Hz/Phase 200-240/50/1 380-415/50/3 380-415/50/3 200-420/50/1 380-415/50/3 Minimum Circuit Ampacity 39.9 14.2 16.2 38.8 14.2 Maximum Fuse Size 60 20 25 60 20 Operates Dowd to °C 4.5°C 4.5°C 4.5°C 6.7°C 6.7°C Refrigerant R410A R410A R410A R410A R410A Heat or Heat & Cool H H H H&C H&C Water Flow Minimum/Maximum (m3/h) 6.8/15.9 6.8/15.9 6.8/15.9 6.8/15.9 6.8/15.9 Minimum/Maximum (gpm) 30/70 30/70 30/70 30/70 30/70 Physical S Q 166R 31.7 108,000 5.6 5.7 380-415/50/3 16.2 25 6.7°C R410A H&C 6.8/15.9 30/70 Weight (kg) 149 149 149 122 122 149Weight (lb) 328 328 328 268 268 328 Length x Width x Height (cm) 94 x 87 x 114 94 x 87 x 114 94 x 87 x 114 94 x 87 x 114 94 x 87 x 114 94 x 87 x 114LengthxWidthxHeight (in) 37" x 34" x 45" 37" x 34" x 45" 37" x 34" x 45" 37" x 34" x 45" 37" x 34" x 45" 37" x 34" x 45" Shipping Weight (kg) 177 177 177 149 149 177 Weight (lb) 390 390 390 329 329 390LengthxWidthxHeight (cm) 102 x 92 x 128 102 x 92 x 128 102 x 92 x 128 102 x 92 x 128 102 x 92 x 128 102 x 92 x 128 Length x Width x Height (in) 40" x 36" x 50" 40" x 36" x 50" 40" x 36" x 50" 40" x 36" x 50" 40" x 36" x 50" 40" x 36" x 50" Rated in accordance with ARI standard 1160 water temp/ambient air/relative humidity Complete HeatVVave SuperQuiet line comparison - Three Phase ti:rofttac,t AgmaCall fov, yolir flee iheat cost and sizing analysis. c»,rr .'-' -•,,., mot--. .•b ta.s C l!rlvr...... ... lr. i•wl. Links of Interest Heat Pumn Oueratine Cost Estinrrtor f-feat Pumps - 101 llttp ://wW W. aquacal. com/aquacal-heatNvave-superqui et-p o o l-heat-pumID 3/30/2016 7, n Dw D r— Q i ecnnicai normaiion, lumps Specifications and Dimensions for FIoPrOTM (FHPM) Pumps Model-N HP Voltage Amps Recommended Pipe Size r Carton Weight Overall Length'C' FHPM .75 0.75 230/115 5.4/10.8 11/2-2" 40.6 lbs. 253/1s' FH 1,0 1.00 230/115 7.1/14.2 2-21/2" 41.2lbs. 253/,s' FHPM 1.5 1.50 230/115 8.0/16 2-21/2" 42.6 lbs. 251/2" FHPM 2.0 2.00 230/115 11.2/22.4 2-21/2" 54.6 lbs. 273/,s' FHPM 2.5 2.50 230 11.5 21/2-3" 48.6 lbs. 263/,6" FHPM 1.0-2SPD 1.00 230 7.1/2.3 21/2-3" 46.5 lbs. 26Viis" FHPM 1.5-2SPD 1.50 230 8.0/3.0 21/z-3" 48.0 lbs. 269/,a' FHPM 2.0-2SPD 2.00 230 11.2/3.5 21/2-3" 52.9 lbs. 2711/,s' When installing pump provide the following: 1) a minimum of 2 ft. of clearance above the pump for removal of strainer basket and 2) a minimum of 8" of clearance behind the motor for removal of motor. 22 Front Edge of Union to Center of Bolt Holes Bolt Holes, Center to Center Hayward°Super Pump? No Base Pentair" SuperFlo° 73/4 123/4" Sta-Rite' SuperMax° Hayward Super II';' Jandy° Pro SeriesSmallBasePlusHPandMaxHP 87/a" 137/a" pumps. Small Base Pentair Whisperl`0 91/6" 141/8" w/ Spacers Sta-Rite Dyna-Glas Sta-Rite Mar.-E=Pro,° Small Base+ Sta-Rite Dura-Glass 103/4" 153/4" Large Base Sta-Rite Dura-Glas II, Sta-Rite Max-E-Glaso FloPro (FHPM) Pump Curves 120 110 O 100 0 O 00 I— W so WIL Q70 Q W 60 U so Z z 40 r J 30 Q O 20 F- 10 0 I b; i 0 ., I.1 FLOW GPM 2016 Zodiac Pool Systems, Inc. Product Catalog aYS Pro byZODIACI CS-100 CS Cartridge Filter 100 Sq. Ft. CS150 CS Cartridge Filter 150 Sq. Ft. CS200 CS Cartridge Filter 200 Sq. Ft. CS25O CS Cartridge, Filter 250 Sq. Ft. CS Filter Head Loss Curves 8 6 Design Head Loss ft head) 4 2 01 1 1H 0 30 CS150 CS200 CS250 CS100 60 90 Flow Rate (gpm) 3 Design Pressure 2 Drop psi) 1 0 120 Technical Specifications CS Series Filters Th' NO 1 Model No. CS100 CS150 CS200 CS250 Filter Area 100 ft2 150 ft2 200 ft2 250 ft2 Design Flow Rate 1 gpm/ft2 85 gpm/ft2 625 gpm/ft2 5 g m/ft2 Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm Six (6) Hour 36,000 45,000 gal- 45,000 45,000 gal - Capacity gallons Ions gallons Ions Eight (8) Hour 48,000 60,000 gal- 60,000 60,000 gal - Capacity gallons Ions gallons Ions Normal Start Up Pressure 6-15 psi 6-15 psi 6-15 psi 6-15 psi Max. Working 50 psi 50 psi 50 psi 50 psiPressure Cartridges 1 1 1 1 Required Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. Height (`A') 323/s" 323/8" 421/2" 421/2" www.ZodiacPoolSystems.com 2011 Zodiac Pool Systems, Inc. SA6259 0611 ZODIAC® is a registered trademark of Zodiac International, S.A.S.U., used under license. WARNING: The suction fitting and fasteners should be inspected for damage or tampering before each use of the facility. If the fitting/cover breaks, is damaged, or is missing, shut the system down immediately. Missing, broken, or cracked suction fittings must be replaced before using this facility. Use of the system with damaged, loose, or missing covers may result in serious injury or death. WARNING: Never exceed the maximum allowable flow rate stated on the suction fitting. In the event that one suction outlet is completely blocked, the remaining suction outlet(s) serving that system MUST have a flow rating capable of the full flow of the pump(s) for the specific suction system. CAUTION: Children should never be left unattended at any time in a swimming pool, spa, or bathtub. Be sure the temperature of the water never exceeds the manufacturer's recommendations. The maximum flow rating for this suction fitting with 1.5" plumbing is 118 GPM (Wall) and 140 GPM (Floor). The maximum flow rating for this suction fitting with 2" plumbing is 118 GPM (Wall) and 150 GPM (Floor). This suction fitting is 40 designed for installation on side wall or floor of hot tubs or pools in conjunc- tion with at least one other suction fitting per pump. DO NOT adapt suction fitting to any pipe size smaller than ASTM 1.5" SCH 40 PVC. Field built sumps 20 should be constructed per ANSI/APSP-16 Figure 2 (see below) found on page 5 of the Standard. Contact your local pool and spa professional for all winterizing instructions and recommendations. Open area of cover is 14.57W. 0 Tools Needed: Phillips Head Screwdriver INSTALLATION INSTRUCTIONS 1. Install sump provided or construct sump per ANSI/APSP-16 Figure 2 (see below) 2. If mounting frame is provided, secure it in concrete or plaster. 3. Use mounting screws to secure cover to frame or sump. D min. 1.5 D min. D i 0mn. D min. 7.5 D min. Li11"f GENERAL NOTES: a) 0 — inside diameter of pipe. b) All dimensions shovm are minimums. c) A broken line ( -_) indicates suggested sump configuration. D mi 4 1.5 D min. D mm. D min. in 7.5 D m p r D INSTALLATION NOTES: 1. Mount suction outlets on the wall or floor. DO NOT locate suction outlets on seating areas or on backrests for seating areas. 2. Always use multiple suction outlets. DO NOT use with single drain applications. Use with single drain applications will void any and all warranties HEAD LOSS PA X 103 ) FLOW (GPM) 70 100 130 16( Results may vary- this data is provided for reference only. REPLACEMENT PARTS Replace within 7 installed years or immediately upon evidence of degradation or damage. indicates color using d' ata log for color reference 25513-26X 25513-4XX 25513-5XX Sump 25513-250-010 Sum 010 Sump 25513-010 010 Plug 25513-250-020 Plug 25513- 300-020 Plug 25520-050-010 Cover 25539-7XX-011 Cover 25539- 7XX-011 Cover 25539-7XX-011 Screw 61004-083-212 Screw 61004- 083-212 O-Ring 26100-580-355 Screw 61004-083-212 25513-6XX Sump 25513-110-010 Plug 25520- 050-010 Cover 25539- 7XX-011 O-Ring 26100-580-355 Screw 61004-083-212 25516-4XX Sump 25516-300-010 Extension 25516- 000-020 Plug 25513- 300-020 Cover 25539- 7XX-011 Screw 61004- 083-212 25515-5XX Sump 25515-010-010 Plug 25520- 040-010 Cover 25539- 7XX-011 Ring 25532- 70X-000 Gasket 25515- 000-011 Reducer 25520- 020-000 Screw 61051- 052-028 25516-5XX Sump 25516-000-010 Extension 25516- 000-020 Plug 25520- 050-010 Cover 25539- 7XX-011 O-Ring 26100-580-355 Screw 61004-083-212 25516-26X Sump 25516-250-010 Extension 25516- 000-020 Plug 25513- 250-020 Cover 25539- 7XX-011 Screw 61004- 083-212 25517-5XX ump 25518-000-010 over 25539- 7XX-011 crew 61050- 048-025 25548-5XX 25532-70X-000 25539- 7XX-011 61004-083-212 3. When using two or more suction fittings on a common suction line, suctions must be separated by a minimum of 3 ft or they must be located on two different planes (i.e. one on floor and one on the wall). 4. To reduce the risk of drowning from hair and body entrapment, install suction fittings with a marked flow rate in gallons per minute that exceeds the flow rate of your system by at least 25%. Increasing sizeofthe pump may increase flow rate of suction beyond rated safety limits causing entrapment or death. 5. CMP drain covers are only certified for use with CMP sumps and frames. Do not mismatch with parts from other manufacturers. 0713sb CUSTOM MOLDED PRODUCTS 136 HERRING ROAD, NEWNAN, GA.30265 1 WWW.C-M-P.COM S@,vlm(h1ll0T(g Pad Energy Effi envy CompHance Q>i orrrnaflol DeterminePipe Sizes: stem Flow Rate. Note* These G egWrements appp 9 0NLY,to he FIRrato@n' Pump Branch Piping to be Z , S inch to keep velocity @ 6 fps max. at 430 gpm 5 Y Trunk, Skimmer & Z inch to keep velocity @ $ fps max. at gp gpm system Flow Rate, A I I A I _ ® Suction Piping to be Flow Calculations: Return Piping to be Z inch to keep velocity @ I O fps max. at gpm System Flow Rate. Pool water volume (9 LAR 5 1360 = `$ U H gpm - this is the calculated flow rate Note: Tor pools under 13,000 gals, the calculated flow rate or36 gpm whichever is greater= the filtration flow rate Pump Selection: as Listed on Curve A or C (circle one) Note: is there an Auxiliary load on the,iltration pump? ® Yes No Filtration Pump DY FIAPfft yl---75- Max mum Flow Rate 9Pm If so, what is the calculated auxilIiary flow rate (At A gpm speed) V3 I, gpm @ rpm c" Flow rate lows eed s- Main Drain Dover Z SSI 3 ._ Y-)( Make and Model) Minimum suction side pipe size @ 6 fps .' S in. Minimum suction side branch pipe size @ 6 fps z' in. Minimum retum side pipe size @ 8 fps Z- in. Minimuri! return side branch pipe size @ 8 fps Z- in. Determine FIlterSize: Filter Factors (GPM/SF): ® Garuidge (0.375)1:31 DE (2 0) F-1 Sand (15) Filter Size: Row Rat-) (Filter Pact) Flterse-) Filler Malin and Model ) Pump Controls: Fil7atiori pump has no auxiliary load- standard time clock Fllsabon pump with auxiliary load -Control model for low speed default within 24 hrs Heater Model: S(A 1 yS7 Nake, Modal and sue)' Gas Heater Efficiency Rating __.{No Pilot light) Heater Pump Efficiency C.O.P ANSI- 5 & AM 7 G6m-p anee Work Sheet Determine Simplified TDH: 1 • Distance from pool to pump in feet: 2• Friction lass (In suction pipe) in inch pipe per 1 ft. @ 9Pm = (from pipe rlowlfriclion loss chart) 3' Friction ions (in return pipe) in _ inch pipe per 1 it @ gpm = (tom pipe r1ow1fiicflon loss chart) Determine SimpHf ad TDH (CONTINUED): Length of SucL Pipe) (F1 of haadli ft of Pipe) (i DHSucL Pioe) 5. X = Lengl4 of Relum Pipe) (Fl of headh ft of Pipe) (TDH Retum Pipe) TDH in Piping: Filter! Heater loss in TDH All other losses i otal Dynamic Head (TDH): E= Determine the Number and T ypeof Required In -Floor Suction Outlets: Check all that apply. CAP suction outlets @ 02ZSSl3 ^ Xi( 3 suction outlets @ channel drain @ T oW Head n Feet C®nverrs> on inches Mercwy (Vacuum Gauge) 1 0 1 2, l 4 l 6 l 8 10 17 I 14 1 16 18 p' I 0.0 1 23 1 4.5 I 6.8 I 9.0 I 11.3 i3.6 1 iatl 1 im 1 20.3 i 23 4.6 I 6.g 1 9.1 I 11.4 1 13.6 15.9 18,1 20.4 Z7 ; 2 A's 5.9 1 9.1 1 11.4 1 13.7 159 1 i82. 1 20A 223 25.D 3 1 6.9 92 11.5 1 13.7 1 1ED ( 189 20.5 ( 228 1 25-0 1 27.3 4 I 92 1 11.5 13.8 16.0 1 18. 3 I 1 B.3 1 20. 6 1 203 1 Zg 1 2?- g I 25. t 25. i 1 27. 4 1 27. 3 1 29. 6 1 29. 6 31- 9 5 6 1 11. 5 1 13. 9 1 13. 8 1 16. 1 1 16. 1 IaA 1 2D.6 1 2.9 1 252 1 27.4 I 29.7 1 31.9 1 34-2 7 152 ( i8A 1 207 230 252 1 27.5 29,7 1 32-0 1 34-3 I 36.5 8 1 18.5- 20.7 1. 23.0 25.3 27.5 1 29,2 1 320 I 34.3 1 36.6 33-B 9 - i0 I 20. 8 1 23. 1 I 23. i 25. 4 1. 25: 3 1 27. 6. 275 1 29. 9 I, 238 32. 1 1 3- 9 34A 343 1 367 1 36- 6 I. 389 1 385 1 412 1 41. 1 43. d iI 1 25A 1 27.7 I 29.9 1 322 1 34.5- 1 36.7 310 412 1 43.5 45B 12 1 27.7 1 30.0 322 34.5 . 36.8 1 310 1 413 43.5 ( 45.8 1 40.1 13 1 30.0 1 323 1 34.6 1 36-8. 311 I 41.3 43.6 459 48.1 1 50.4 14 1 323 1 34.6 36.9 39.1 1 41.4 43.6 I 45.9 482 1 50.4 527 15 34.6 1 26.9 1 392 41.4 43.7 45A 1 4B2 50.5 527 I 55.D CD is 37_0 1 on392 41.5 1 43-7 1 46.0 1 4E3 50.5 I 52B 55.0 5-7-3 17 1 39.3 41.5 1 43.8 I 4BA 48.3 SIL6 1 528 55.1 57.4 59.6 18 1 41.6 43,8 46.1 46.4 50.6 1 529 55.1 57:4 59=+ 1 615 19 43.9 I 452 1 48.4 507 1 525 55.2 57A 1 597 1 620 642 20 462 48.5 1 50.7 53-0 552 57:5 1 59.8 620 64.3 6fi 5 p 21- 48.5 1 50.8' 53.0 553 57.6 1 59.8 621 fi4.3 66.6 22 . 23 BIB 1 53.1 53. 1 55A- _ 55. 3 577 57. 5 59. 9 59. 9 622 62. 1 1 64.4 FAA 667 66. 6 1. 59A 68. 9 1 712 712 1- 173- 5 24 55. 4 57.7 80.0 - 622 1 64-5 66.7 69.0 71.3 73.5 75.8 25, 57- 8 60.0 623 64.5 66.8 I. 59.1 71.3 73.8 I 75.8 -1 781: 26 60. 1 623 64.6 66-B 69.1: - 71.4 73.6 75.9 7BA B0.4 -.. 27; 624 I fi4.6 66.9 1 - 692 71A '1 73-7 75.9 1 782 1 B15 1 827 26 64. 7 66.9 592 7i_5 1 737 1 76.0 1 78.2 1 B2g 1 BSA 29 E7. 0 69.3 I 71.5 72.8 76.0 78.3 B0.5 52-8 1 628B5:1 1 B9.5 3 69. 3 1 71.6 73,8 76.1 1 78.3 80.6 829 85.1 87.4 1 31 71. 6 73.9` 76.1 78.4 M7 82A B52 87.4 897 92.0 1 92032l 73.9 76.2 78A I NJ 63A 85.2 87.5 89.7 92-0 94-3 33 762 78.5 80.7 83.0 65.3 87-5 ' 69.6 92-0 94.3 98-6 34 79. 5 BO 8 83.1 I B5.3 87 6 Bo.B . 1 92_1 94.4 96.6 1 98.9 35 80 9 I B31 85.4 87.6 B9 9 929 94.4 96 98 9 101.2 nreC-MAI innpt-tif'i-IFRit-lAMTHl: CALCULATED TDH. CJ gpm Max. flow gpm max,. tiDw gpm wl pots Flow and Friction Loss Per Foot Schedule 40 PVC Pipe in I 16 gpm 0.14' I 37 gpm 1 098' 2" 1 62 gpm I 0,06' i.E" 1 88 gpm I 0.05' 3" 136 gpm 1 ox. F234 9pm I 0-03' F^ 634 oom 0.02 FeeLPer9econd 8 fps 1 10 1 0 03' 1.. 25 gpm 1 0. 14' l 6290m. 1 0. 10' 1 103 gpm 1146 gpm 1 0. 07' I 227 gpm 0.0T 1 392 gpm 021' 0. 16, 0.13' 0.10, TDH Calculation Options For each pump r- Check one. Simpl'ned T otal Dynamic Head STDH) Complete STDH Worksheet - Flil to all blanks. Total Dynamic Head (TDH) Complete Program' or orher.calcs. Fill in required blanks on worksheet & attach calculations. r Y! Maximum Flaw Capacity LJ of the new or replacement pump. avL Y. IONLESS NgNEERS SEAL, I' YAN M CHAMI R. E: 1 1C.. N0: 0060037 CERPFICATE OF AUTHORIZATION NO. 25901 6 a 1 6 - 2 3 2 8