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HomeMy WebLinkAbout318 Clydesdale CirPermit # : y `P 's 9 Job Address: 31 'too CITY OF SANFORD PERMIT APPLICATION Date: Description of Work: 11 `l 1rV �`i Ml A Historic District: Zoning: Value of Work: $ RECEIVE® OCT 2 g 2009 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Bonding Company: Address: Mortgage Lender: - Address: Architect/Engineer: Address: I Z) ol R2.L'r/t6iZUte License Number: y i I _8 U/ y t_:.J Contact Person: TOPhone+pr?—aUS— 41bh?_ Phone: Fax: 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptanceper is verification that I will notify the owner of the property of the require lto,.,f Florida Lien aw, FS 71 10-0$-0.S� Signature of wner/Agent Date Signature of Contractor/Agent Date lbAlu lb imnac�;rERnJ Print Owner/Agent's Na;" Signature of No ary-State of Florida Date P0TOPt© nA_ �-((- 0A Print Contractor/Agent's NamJi��t!'W"1 ry�os Signature of Not ry-State of Florida Date g'"Y^ CELIA M. DA SILVA /^y^� CELIA M. DA SILVA MY COMMISSION # DD25758 Owner/Agent is Personally Kno � tractor/Agent is Personally Known to M r MY COMMISSION # DD257585 : November 03, 2007 _ Produced ID EXPIRES: Produced ID `�,� a,� EXPIRES: November 03, 2007 I -MOO -NOTARY A, Not— Discount Assoc. Co. I-F(Nl-i-NO 'PAR Y '' Nolan MSCOnnt Assoc. Co. APPLICATION APPROVED BY: Bldg: Zo n tilities: FD: nitial & Date) nitial & Date) (Initial & Date) (Initial & Date) Special Conditions: I ) 1 S0 0 Permit # : Q Job Address: 1 O C Description of Work: el I Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: ��r 11e1,t7 �W► IV l ILIA a( Value of Work: $� 1 Permit Type: Building Electrical , Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Cont actor Name & Address: 1 D'6® UK Kai-) Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: e f'n (Attach Proof of Ownership & Legal Description) Phone: FACIL0-e SIV( T4 %C- -%--ilC . CC�(f I'0 -e— (1(14 State License Number: 1�� ll 3 10 Contact Person: Phone: Fax: 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 require m nts of Florida Lien Law, FFS/713. Signature of Owner/Agent Date Signature of Contractor/Agent Date D Av►t ukts2fz En► S �SLtJ �J NT o N i o S i L tl d� Pri to /A ent's NamePrint ontractor/Agent's N me Signature of Notary -Skate of Florida Date Signature of Notary -S e of Florida Date Owner/Agent is '/Personally Kn a CELIA M. DA SILVA ontractor/Agent is Personally Known to Me o _ Produced ID Y COMMISSION # DD257585 Produced ID EXPIRES:November o3, zoo7 CELIA. DA SILVA MY COMMISSION # DD257585 I- ---NOTARY Fl. oOr. Discount Assoc. Co. a EXPIRES: November 03, 2007 APPLICATION APPROVED BY: Bldg: "111 Uti ities: FD (Initial & Date) (Initial & Date) (Initial & Date) WI �" Fl°"^ Discount Assoc. co. Special Conditions: LIMITED POWER OF ATTORNEY (' Date 1p-'� 7-0s I hereby name and appoint )11 y ya' of Pu04 l bYl `7�I b-) to be my lawful attorney in fact to act for me and apply to for an ete►C0k permit for world to be performed at a residence at a location described as: Section Township Range Lot Block Subdivision t �4, Street Address Owner of Property Z- V -d, City or Cotl„ ty 4r- 1-1N& Address And to sign my lame and do all things Necessary to this appointment. Ronald R. Howe Printed name of Active Certificate Holder R. Howe Electric Signature of license holder Zip Code Telephone EC -13002933 State Registration or certificate Number The foregoing instrument was acknowledged before me this 15 day of August, 2005 by Ron Howe who is 1personally known to me who produced as identification and who did not take oath. Notary Public, State of Florida oopm, Ann Martin My Commission DD312061 c w Expires April 20, 2008 j Permit No. State of Florida County of Seminole THIS INSTRUMENT PREPARED BY: NOTICE OF COMMENCEMENT NAME 5PT-0 N 1 y to S i LJk Tax Folio No.ADDR. 1L© -Y- G t4 NA L- IPO i to 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. 1. Description of property: (le 1 description of the property and street address if available) e�dc . �- r'� 2. General description of improvement: VC V�,O ,1 'Z!> 3. Owner information a. Name and address V Yl it b. Interest in property C. Name and address of fee simple titleholder (if other than Owner) 4. Contractor a. Name and address ep Y 1�- o� . 1 ) n d `7 b. Phone number q-01 Q 6qq -H14 Lo1)-- Fax number 0"7 - 5. Surety a. Name and address b. Phone number Fax number c. Amount of bond 6. Lender a. Name and address b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is I year from thq date of recording unless a different date is specified) ---' -"- `�-- Signature of Owner, . ' • i-- - ---- T:a - SWOrn to (oc affirmed) and subscnb d before me this-� day of--- - tWtry1 20.0 by- .--- v' c4 � F) n �l1 �- m#i131r'tald wa---t 0 -EW W- CIRWIT LUMT Personally Known / OR Produced Identification SIZ-HI . LE UWTV Type of Identification Produced BK a- E,0 6 FOG 1468 CLERK 'I S * 2�0( &-r-1 256 Rt CWDED 11 tM U20M 09:55:35 AN Rf;GtI€' INS RES 10.00 Signature of Not&y Public, State of Florida RELIl1WD BY t holden Commission Expires: CELIA M. DA SILVA MY COMMISSION # DD257585 EXPIRES; November 03, 2007 IR0a3-NOTARY FI. Nolan• Discount Assoc. Co. AHUMI I t:Io I UMAL HtVItW UUAIKU AFFLIUAI IUN Jll ,,asu, corriplete -the- application fo?-rn and for`%'V.'_ALr', with reque-,5t,-d infontnafion, to the As iperly manage!- for processing. Please do not comrnence vvork unfil v I OU roceive approval of ycwr plication frarn thE? Architelcturai Review tBoard, ---- ---- -- sociation Narrie, D.Iate of Application IIA 7uZ pliCant's, NamePh,one Number )perly Address anges to be made: i-iNo"Il ept-'XI-dof QLandscaping, )4,Pool Addition _j Re reational Equipment ,"-j Othel, r hapq w,l9 bo wadn. ApplisCations mtist 4mud_,_ 14,)2 suivey, -,ne is ii a dograms, of dvps eflail specifications, sampte producis, rpi-,_,xgraptin arid nc.y tnlomowion which willric4equateiy de-�crite 4ne fir-iished jvro;eut, All -sr_zpiqg plan 5 *must inciudp_ trie sk7e, nurrft-ov ind tVp� nt rut awI() u Fla; 'g. r tved. Failure to provide complele inforn-iatiorl; -vvfli delay the approval pfocess. I; I ICI s Date Appfove I / 11-2-1-0 -'r I* ate DDen'ta-01 L ARD MEMSERS SIGr%AJ_UHE- V &R -A MME N TSS 3STAINTIAL COMPLETION it ection Date; Final inspection Date / 719 Irma Avenue Orlando, FL 32803 (407)872-1515 &W -VANS 407 246-0963 FAX E I I 9 INC. www.evanse giinc.c m November 9, 2005 Seven Seas Pool Construction, Inc. 1301 Canal Point Road Longwood, Florida 32750 Re: Lot 318 Clydesdale Circle Sanford, Seminole County, Florida For: David Morgenstern Gentlemen: Because this pool is to be located closer to the house than is normal, it will be necessary to use #3 bars @ 6" o.c. each way instead of the normal 12" spacing. This extra reinforcing should continue until the distance from the house footing to the back of the pool wall exceeds the height of the pool wall. The extra reinforcing should continue through the radius between the pool wall and floor. Wall thickness shall be sufficient to provide cover over the steel as required by codes. I approve construction of this pool based on this change. Very truly yours; Tin Tran, P.E. 55359 Certification No. 00006788 0 CIVIL ENGINEERING B LAND PLANNING H PERMITTING SERVICES 13 719 Irma Avenue Orlando, FL 32803 EVANS(407) 872-1515 246-063 FAX ENGINEERING, INC■ wwww.evnse gine m November 9, 2005 Seven Seas Pool Construction, Inc. 1301 Canal Point Road Longwood, Florida 32750 Re: Lot 318 Clydesdale Circle Sanford, Seminole County, Florida For: David Morgenstern Gentlemen: Because this pool is to be located closer to the house than is normal, it will be necessary to use #3 bars @ 6" o.c. each way instead of the normal 12" spacing. This extra reinforcing should continue until the distance from the house footing to the back of the pool wall exceeds the height of the pool wall. The extra reinforcing should continue through the radius between the pool wall and floor. Wall thickness shall be sufficient to provide cover over the steel as required by codes. I approve construction of this pool based on this change. Very truly yours; Tin Tran, P.E. 55359 Certification No. 00006788 ■ CIVIL ENGINEERING 0 LAND PLANNING 9 PERMITTING SERVICES 0' 719 Irma Avenue _s...Orlando, FL 32803 407) 872-1515 m VA N S ® s�(407) 246-0963 FAX E G I N E E Its I N �o V' I C■ www.evansenginc.com October 7, 2005 Seven Seas Pool Construction, Inc. 1301 Canal Point Road Longwood, Florida 32750 Re: Lot 118 Clydesdale Rd. Sanford, Seminole County, Florida For: David Morgenstern Gentlemen: Because this pool is to be located closer to the house than is normal, it will be necessary to use #3 bars @ 6" o.c. each way instead of the normal 12" spacing. This extra reinforcing should continue until the distance from the house footing to the back of the pool wall exceeds the height of the. pool wall. The extra reinforcing should .continue through the radius between the pool wall and floor. Wall thickness shall be sufficient to provide cover over the steel as required by codes. I approve construction of this pool based on this change. Very truly yours; Tin Tran, P.E. 55359 Certification No. 00006788 13 CIVIL ENGINEERING 3 LAND PLANNING 5 PERMrMNG SERVICES 12 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 25, BAKERS CROSSING PHASE I AS RECORDED IN PLAT BOOK 60, PAGES 27-29 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA l"0' 30' GRAPHIC SCALE 0 15 30 LOT 24 N A=99'17'45" R=27.00' L= 46.79' CB=S50'04'22"W C=41.15' NOT PLATTED PER THIS PLAT NOTE: _ RICHT-OF-WAY THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE�690 THE REQUIREMENTS SET FORTH IN THE CITY 'OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: DRH TITLE COMPANY OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE CO. OF PENNSYLVANIA DAVID T. MORGENSTERN CH MORTGAGE COMPANY, I, LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-16-02, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. LEGEND BUILDING SETBACK LINE - - CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION J CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED ® SET 1/2- IRON ROD AND CAP LB #6393 (12/16/02) Q FND PK NAIL LB #4671 (12-16-02) FND 5/8` IRON ROD AND CAP O LB #4671 (12-16-02) CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PIDENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY j POINT ON PLAT ' , 110.00 BOUNDARY ' S89'34'30"E 1 6ALLK OFIS F -- Nj9•gg'a0_E -- 5' DRAINAGE EASEMENT I ----- ------- -3x3------ F^ ^— n-------- C PAD ' `•7' 25.00' Nn1 1- ., .... .. w O 1 K J y o 'woo a U4 v0 ...I. �_..,_ r7 N J 3) Wi g 0 4,°, 3 ' < � ' U � Lo w1 V I w-r'x F= 2� W- Q W 004 1� .:t. :;....,:. - :.,.. \ I W i lO^ N W C� N (� Z' < 1 J U w U 4.0' n i F . `.' 0 !'� p4?s U 3 O al ¢o J Z In 55.0' r' i- -- 25.0' < cr3 Q F M U o N iyt I : WALK IS I l.11 f^n a 1 1.7' OFF WALK IS 1p UTILITY 'WALK - 1.5' OFF EASEMENT ENT 1 IV �'1 �, S.. 8 ���.:.. IS 1.6' OFF $ g 4 . W h 79.69' PT��_� N N O , N -- S80'46'E 145.87• ` BELGIAN WAY TRACT A 50, RICHT OF WAY CENTERLINE OF NOTE: _ RICHT-OF-WAY THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE�690 THE REQUIREMENTS SET FORTH IN THE CITY 'OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: DRH TITLE COMPANY OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE CO. OF PENNSYLVANIA DAVID T. MORGENSTERN CH MORTGAGE COMPANY, I, LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-16-02, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. LEGEND BUILDING SETBACK LINE - - CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION J CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED ® SET 1/2- IRON ROD AND CAP LB #6393 (12/16/02) Q FND PK NAIL LB #4671 (12-16-02) FND 5/8` IRON ROD AND CAP O LB #4671 (12-16-02) CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PIDENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY ALL DIRECTIONS AND DISTANCES HAVE :EN FIELD VERIFIED AND ANY CONSISTENCIES HAVE BEEN NOTED ON THE 1RVEY, IF ANY. PROPERTY CORNERS SHOWN HEREON WERE :T/FOUND ON 12-16-02, UNLESS OTHERWISE iOWN. THE SMVEYOR HAS NOT ABSTRACTED THE IND SHOWN HEREON FOR EASEMENTS, RIGHT OF 4Y, RESTRICTIONS OF RECORD WHICH MAY -FELT THE TITLE OR USE OF THE LAND. 1 NO UNDERGROUND IMPROVEMENTS HAVE BEEN )CATED EXCEPT AS SHOWN. NOT VALID WITHOUT THE SIGNATURE AND THE RIGINAL RAISED SEAL OF A FLORIDA LICENSED VEYOR AND MAPPER. FPE EXAMINED THE F.I.R.M. COMMUNITY PANEL 120294 0045 E DATED 4/17/95 AND FOUND SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, 'A OUTSIDE 100 YEAR FLOOD. IATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY TCAL CONTROL AS FURNISHED. 4RINGS SHOWN HEREON ARE BASED ON I :THE NORTHERLY UNE OF LOT 25 NG S 89'34'30" E PER PLAT ELD DATE:) 12-16-02 -ALE: 1 = 30 FEET 'PROVED BY: WRM )8 NO. ASM32936 SAWN BY: REV.CERTS: 12/30/02 )T PLAN 7-8-02 JAL AL PLOT PLAN 6-19-02 LEGEND BUILDING SETBACK UNE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT FND FOUNDRED C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON 32801- (407) 426-7979 SET 1/2" IRON ROD AND CAP LB 06393 (12/16/02) Q FND PK NAIL LB 04671 (12-16-02) I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE_ FLORIDA -BOARS -OF PROFESSIONAL SURVEYORS AND MAPPERS. -IN CHAPTER 61G1 -6, FLORIDA` 40IMtNISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATLITES. FOR WILLIAM R. MUSCA ELLO jr. SM {)4928, DATE FND 5/8 -IRON ROD AND CAP 0 LB #4671 (12-16-02) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING _ PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK HALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE_ FLORIDA -BOARS -OF PROFESSIONAL SURVEYORS AND MAPPERS. -IN CHAPTER 61G1 -6, FLORIDA` 40IMtNISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATLITES. FOR WILLIAM R. MUSCA ELLO jr. SM {)4928, DATE s v eyn Ses CPC1456873 TONY CELL 407-288-4462 DIRECTIONS East onl7-92. turn right on 427. Turn right on Lake Mary Blv. Turn first right on S Sanford Tum left into Bakers Crossing Subdivision. —S MAP Wale Cir. Bakers Crossing; -427 Lake Mary Blv. 0 7-92- r----- - David Morgenstern .118 Clydesdale Rd Bakers Crossing 1/8" = 1'-0" G� T�t c o u�� 1C1 s� � - DIG & HAUL 6" GUNITE POOL BEAM CONCRETE SCREEN FOOTER DETAIL 2"318 PAVERS DECK CONT.BAR • ® ��i�i'i�iO�i�i�.�� "0'0 24'0 01 SPECIFICATIONS: Pool Size: 31'X13' Pool Depth: _3`.6"_TO 6`_ Pool Perimeter: 90 Pool Area: _370 S.F. Spa Perimeter: Spa Area: _ S.F. Pool Gallons: Raised Beam: Beam Size: 6" POOL EQUIPMENT & PLUMBING Pump Type: HAYWARD NORTHSTAR Size: 1.5 HP: Pump 92 HAYWARD NORTHSTAR Size: 41 2-S' HP: Filter type: 14AYWARD CARTRIDGE Size: 1750 S.F Skimmer- HAYWARD 2" Main Drains: 2-- 2" IN POOL WHIT VENT LINE Pool Cleaner System: NO Sanitizer Type: SALT CLORINATOR AUTO PILOT Pool Heater Type: YES AOUACALL 14EAT PUMP Pool Light: YES 1 Over Flow: Auto Fill: Pool Automation Controls: Water Feature: Manual Cleaning & YES Water Testing Equipment: YES SPA SPECIFICATION & PLUMBING Spa Size: Area: . Per:—Raised: ----- Spillway: Darn Wall: _--------- Light: #Jets: Return: Fountain: Pre Plumb jets: --- Auto controls: _ Sn2 r:a Blower: _ Hf ;.- -,r• _ Gas Line and/or hookup are buyers responsibility Tl LE warernne: r L�) Type: bhti Ft.: yu Step & Bench: NO Type: Spillways: ----- Type: DECKING SPECIFICATIONS Deck Edge Type: _BRICK COPING--------------- Size: Deck Type: PAVERS Existing Deck: NO Front Porch: Deck o Drain: Raised Beam Pool Tile: -------------------- Deck Step Type: Screen Footer: 88 FEET Retaining Wall: Turn Down: Ft.: Metal Color: Wall Height: POOL INTERIOR FINISH:PREMIX CHILD SAFETY FENCE: - ALARM:NO NOTES: DIG & HAUL SCREEN SPECIFICATIONS Doors: Roof Type: 1. FOR RESIDENTIAL PGD�S UP TO WATER DEPTH OF 8'-0'. #3 REBAR 12' O.C.E.W. COPING OR OVER 8'-0': S"l-ECIAL ENGINEERING REQUIRED AND IS NOT A PART OF THIS DRAWING BRICK DECKING SPECIFICATIONS. WALL THICKNESS SHALL BE SUCH AS TO PROVIDE CODE COVER MIN. 3' OVER REINFORCING. FOR OVER 8'-0', SPECIAL DESIGN REQUIRED. CALLO enRDVER 2. CONCRETE THAT IS PERMANENTLY CAST AGAINST AND EXPOSED TO EARTH SHALL MAINTAIN 6" TI A MINIMUM OF 3' OF CONCRETE COVERAGE OVER THE STEEL. IF AN APPROVED BARRIER (SUCH AS STEELTEX) IS PLACED BETWEEN THE STEEL AND EARTH, AND THE 2 /3 BEAM BARS 45' ANGLE STEEL IS #5 OR SMALLER, THE MINIMUM COVERAGE CAN BE 1-1/2', PER FBC 1908.6. ConTINUOUS 3" FROM TOP OF BEAM. 3. CONCRETE COVER OVER REBARS MUST BE 3500 L,B. PER SQUARE INCH AND COMPLY 7' MIN. WITH ALL BUILDING CODES. THIS POOL IS NOT DESIGNED FOR POSSIBLE HYDROSTATIC- SHELL UPLIFT FORCES. THE WATER SHALL NEVER BE REMOVED FROM THE POOL STRUCTURE 10" BEAM UNLESS ALL HYDROSTATIC UPLIFT FORCES ARE TOTALLY REMOVED. BRICK 4. REINFORCING BARS SHALL BE D -FORM STEEL BARS AND CONFORM TO (11 BRICK) ASTM -A15-58 T AND A305-58 T. 5, OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER TO COMPLY BEAM FINISH DETAIL WITH 424.2.17.1 - 424.2.17.10. ADEQUATE PROTECTION SHALL BE GIVEN AROUND POOL DURING EXCAVATION. ANTI -VORTEX UD 6. ALL PIPING SHALL BE PVC SCHEDULE 40. PIPING SYSTEMS SHALL BE PRESSURE TESTED TO 35 PSI PRIOR TO COVERING PIPES. 7. THE WATER SUPPLY SYSTEM SHALL BE EQUIPPED WITH A BACK FLOW PREVENTOR, UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED. 8. THE MAXIMUM VELOCITY IN SUCTION SHALL BE 6 FEET PER SEC. THE MAXIMUM PIPE VELOCITY IN PRESSURE PIPES SHALL BE 10 FEET PER SECOND. 9. FLOOR THICKNESS SHALL BE MINIMUM OF 7' WITH CODE REQUIRED COVER OF REINFORCING. FLOOR REINFORCING SHALL BE #3 BARS 2 12' E.W. POOL TYPE 21/2" 10. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSER THAN 1 FOOT REDUCER MORE THAN THE DEPTH OF THE POOL AN ANGLE OF REPOSE LETTER WILL BE DIMENSION REMARKS (IF REWIRED) REQUIRED FROM THE ENGINEER. a -0 11. THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, WALL INLETS, ETC,_- MAY VARY. HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SQ. FT, MI F 7- ANL IES TO OF POOL SURFACE, 3 WALL RETURN INLETS, AND 2 MAIN DRAINS WITH A G POOLS HYDROSTATIC RELIEF VALVE, AND ATMOSPHERIC VENT SYSTEM.rR -_ 12. PLACEMENT OF THE FILTRATION AND PUMPING EQUIPMENT SHALL COMPLY WITH ALL LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS. 13. ALL BUILDING, GAS, MECHANICAL, PLUMBING AND ENERGY TO CONFORM TO FBC 101.4 THRU 101.4.12, 2001. ELECTRICAL TO CONFORM TO NEC 2002, B 14. THE SOIL BEHIND THE POOL WALL IS AN INTEGRAL_ PART OF THE STRUCTURE AND MUST NOT BE REMOVED WHEN THE POOL IS FULL OF WATER. 15. SWIM -OUTS AND/OR LADDERS WILL BE REQUIRED IN RESIDENTIAL POOLS x AND WHERE DEPTH EXCEEDS 5 FEET OR MORE. L` 16. ALL GLASS LOCATED WITHIN 5 FEET OF THE POOLS EDGE SHALL BE CONSIDERED A HAZARDOUS LOCATION. GLASS SHALL BE GLAZED OR PASS CPSC 16 -CFR, POOL SECTION PART 1201 OR COMPARATIVE TESTING. 2 MAIN DRAINS 17, TEMPERATURE AND TIME CONTROL DEVISES SHALL COMPLY WITH E.C. 612.1.ABC.2.3. N.T.S. 18. PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION. 19. ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH ANS/NSPI-4 1992 AND NSPI-5. 20. AT CONTRACTORS ❑PTI❑N EITHER DUAL DRAIN VENT SYSTEM OR MDX DEBRIS REMOVAL SYSTEM CAN BE USED TO COMPLY WITH FBC 424.2.6.6 2 #3 BEAM RDD HAYWARD PUMPS 1 FRONT, 1 REAR CONTINUOUS 3' FROM TOP OF BEAM. CANTILEVER EDGE CONCRETE TILE BACK 6' TILE SUCTION DRAIN MAY BE SUBSTITUTED FOR DUAL PORT SKIMMER 18" MIN. TRANSFORMER (IF LOW VOLTAGE) (MOUNT B' I POOL HIGH POINT) 4' CONC. DECK W/FIBERMESH LIGHT NICHE WITH GROUNDING PER N.E.C. � 1 PINISH LASTER EA F8' UNDERWATER LIGHT WITH LOW WATER CUT-OFF #3 REBAR 12' O.C.E.W. (FOR WATER DEPTHS UP TO 8'-0') 3,000 PSI GUNITE OR SHOTCRETE a 28 DAYS WATER CURE FOR 7 DAYS. MIN. OF 3' OF CONCRETE COVER OVER ALL REBARS OR AS REQUIRED BY CODE, WHICHEVER IS GREATER. WALL SECTI❑N 2' -SUCTION UNE SIZE X 1 \_PVc VELOCITY LESS THAN 6 FT/SEC. INSTALL A DOUBLE -90' PVC TEE -ARRANGEMENT MIN. 12' ABOVE GRADE PROTECT THE OPEN END OF THE VENT WITH A HAYWARD VENT COVER MODEL SP -1019 (OR EQUAL) TO PREVENT PUMP BLOCKAGE BY DEBRIS, INSECT INFESTATION OR FILTER MICROBIOLOGICAL CONTAMINATION. A LABEL SHALL BE PLACED TO PREVENT TAMPERING. LABEL VENT: ' POOL SAFETY DEVISE - DO NOT HANDLE" I 4L - - TO RETURN I APPROVED SWIMMING POOL, SPA AND WADING POOL DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE MAIN DRAIN SUCTION PIPING (SEE MAIN DRAIN PIPE SIZE CHART) - `1 1/2" VENT PIPING MDX DEBRIS REMOVAL SYSTEM NTS APPROVED SWIMMING POOL AND WADING POOL DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE PIPE SIZE SAME AS X MIN/ NO MAX MAIN DRAIN iB' MIN. TEE TO BE CENTERED BETWEEN DRAINS � MAX DISTANCE TO VENT TEE CCNNECnaN (SEE MAIN DRAIN RPE SIZE CHART) - MAIN DRAIN SUCTION PIPING to M #3 REBAR 12' O.C.E.W. SPA DETAIL N.T.S. FLOW THRU SCHEDULE 40 PVC PIPE VFI OCITY = FFFT PFR SFCnNn PIPE SIZE 6FPS FPS 8FPS 9FPS 1OFPS 1" 15 GPM 18 GPM 21 GPM 23 GPM 26 GPM 1.5" 37 GPM 43_ GPM 50 GPM 50 GPMPM LLl�lt.l9�'27��LIJWdJLJ�•1�����]#I:��liL1���J 2" 62 GPM GPM 82 GPM 92 GPM 103 GPM _Z2 5 88 GPM 112 GPM 117 GPM 131 GPM 146 GPM 136 GPM11 9 GPMI181 GPM1203GPM 1227 • C�J•IJ OF VENT PIPING 30 FEET GALLONS SIZE - INCHES GPM MIN. OF 18 FEET 0 - 5000 5 000 - 10 000 1-0" 15 1-1 2 25 .1111:IIII�IIIIIII��®®IIIIIIIII�'IIIIIII1�IlIIIIIF�]•7IIIIII •Ill.'® • • IIIII :I�� III�IIIIIIIII,,1�J®m�IIIIIIIII�` 1._�� • • • IIIIILL•tl� IIIIIIIIINl.'IIIIIIIIII.I�IIIIIIIIIF7.11IIIIIIIILI�7IIIIIIIII.IW'IIIIIIIII.T:I�IIIIIIII■l.-IIIIIIIIl�7 • • IIIIIIIIFl.' tsl 7«�iii>��ii77l�fi�%ii�� •� i � IIIII�®IIIIIIIIII/��IIIIII���IIIIIIIII�IIIIIIIi����I��IIIIIIII�4W>• II�IID��IIIIIIWIIIIII��II.'®m® to M #3 REBAR 12' O.C.E.W. SPA DETAIL N.T.S. FLOW THRU SCHEDULE 40 PVC PIPE VFI OCITY = FFFT PFR SFCnNn PIPE SIZE 6FPS FPS 8FPS 9FPS 1OFPS 1" 15 GPM 18 GPM 21 GPM 23 GPM 26 GPM 1.5" 37 GPM 43_ GPM 50 GPM 50 GPMPM A REDUCER SHALL BE USED WHEN NEEDED TO CONNECT DRAIN TO SUCTION UNE 2" 62 GPM GPM 82 GPM 92 GPM 103 GPM _Z2 5 88 GPM 112 GPM 117 GPM 131 GPM 146 GPM 136 GPM11 9 GPMI181 GPM1203GPM 1227 GPM N.T.S. ALL METHODS AND MATERIALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE (SEE RESTRICTIVE NOTE) #3 REBAR CONTINUOUS AROUND POOL INSTALL A DOUBLE -90' PVC TEE -ARRANGEMENT _®^ � MIN. tY ABOVE GRADE PROTECT THE OPEN END OF THE VENT WIN A HAYWARD VENT COVER MODEL SP -1019 (OR EQUAL) TO PREVENT BLOCKAGE BY (I INSECT INFESTATION OR. MICROBIp.OACAL CONTAMINATION. A LABEL SHALLBE PLACED TO PREVENT TAMPERING. LABEL VENT: ' POOL SAFETY DEVISE - DO NOT HANDLE' - 1 _ MAIN DRAINS TO COMPLY WITH ANSI/ASME A 112.19.BM AS MANUFACTURED BY HAYWARD POOL PRODUCTS, INC. OR EQUAL ALLOWABLE FLOW RATES SHALL BE AS FOLLOWS: MODEL MAX. FLOW RATE GPM MIN. PIPE SIZE SP 1048- 108 3 UNE SZE X 1 1/2" TEE A REDUCER SHALL BE USED WHEN NEEDED TO CONNECT DRAIN TO SUCTION UNE -1 1/2' VENT PIPING MIAIN DRAIN PIPE SIZES MAX UNDERWATER LENGTH POOL VOLUME MAX SUCDON UNE MAX FLOW RATE OF VENT PIPING 30 FEET GALLONS SIZE - INCHES GPM MIN. OF 18 FEET 0 - 5000 5 000 - 10 000 1-0" 15 1-1 2 25 10 000 - 20 000 2 60 20 000 - 30 000 2-1 2 85 30 000 - 40 000 3 130 PVC VELOCITY LESS THAN B FT/SEC. BASED ON B FT/SEG MAX THE MAX. VACUUM WTH ONE SUMP PUMP PLUGGED AND A BODY TRAPPED ON THE OTHER DUAL DRAIN AND VENT PIPING WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SEC. NTS #3@12 EQUIVALENT LENGTH OF STRAIGHT PIPE FOR VARIOUS PVC FITTINGS PIPE SIZE 1 1 1/2 ' 1 2" 90'ELBOW J.6' 5.0' 45' ELBOW 2.0' 2.5' 7' MIN. OUT 4' MIN TREAD LENGTH = 24' 7-7 2' MIN. 1 TYP. i I #3e12' E.V. 1 10' MAX. STAIR DETAIL SWIM -❑UT DETAIL N.T.S. TIN T TO N.T.S.; OCTOBER 12, 2004 IRAN, P.E. #55359 w cog7w o W<.U, �oec� W" JOINS H. 0 V . O lifft YW. Paz z V; 3 j J " u 0 'a o O Ica u o p Lu FIcz w IL 1 r CL V W WR J i d LL IL z O o W h < h � x a LLI W W LH CHECKLD. TTT DATE. OCTOBER,2004 &CALL. GAD MANE. SEVENSEA JOB 0. SHM N In or 1 SHEET& In,