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HomeMy WebLinkAbout120 Grovewood Ave (2)RECEIVED CITY OEC' SANFORD PERMIT APPLICATION APR V g XL1107 Permit # :_ Date: 3 .lob Address: 20 C1F"DV¢ VVnC)PCL.. AVEY) A � Description ol' Work: __t_VrQ='--- 1 listaric District: Zoning:Value of Work: S Pertnit Type: Building Electrical _ Mechanical -_-- Plumbing Fire Sprinkler/Alarm Pool -'1/ 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: //.?9'�i��y ruc�r'v /3G R a 'm— Construction 'type: ___-L /�# of Stories: _,_- # of Dwelling Units: Flood 'Lone: (t-EMA form required for other than .l') Parcel #: O 20 - 3Q - -5Q CO - OOOO - Q5 2-0 (Attaeb Proof of Ownership & Legal Description) Owners Name & Address:. HOrCtn , OCL1-1 l 0- 1 (20 O rcy 0 iA/ nnck )�I/ �Car0-fOk3J, FL- -13 Phone: _ Contractor Nati &. Address: DU i -(Jr) c) r L i V i)�)' ., Pn,) I i I-Dn f ib LLC 25-7a F nt e- ✓ to Yr sL 12.d f Ora / F._ 3 2i co 3 State License Number: C P C $" I I'bo71e aSL I lK: &Q i) J) 94 JSW "ISI 'TIULI/J C011iaet i CYSIIn:F)KI C i�Q (' DCII -1 _. Bonding Company: Address: Mortgage lender: Address: rtreh*teetJEngineer: ' 1 P one: d % (t7-7 q 17 )Q(0): -- Address: Address:� OZS S S LYT'Y)rC t-1 IJV * 10� W 1 n t r K IY� ', i2�12 r K: go l01 q 918 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 ofa permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. .1 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 infonnation 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 record; of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptan le f permit is verification 't1wh1hi tify the owner of the property of the requiretvents o r a en L' , FS 713. ,A1 yof� ngury of Owl lcr/Agent Date Signature of Contractor/Agent ent Date o Li5R C ,. _ �I'u�� Iv�nCF�riQnQ� Leo wa ri wner/Agent's Nam Print Contractor/Agent's Nance ^ N 3 2 �r•�= g' re of Notary- tateofl--Joridal Date Signature o' f Notary -State ot FlorWaDale W 0 C A 2 D +M+ .i L tn v Agent is Pers 11 Known to Me or Contractor/Agent is PersontrlIy Known to Me or o X a, L�Les &H- &H-71 !a`i'l fad -b _ Produced lD — U 0 W m APPLICATION APPROVED BY: Bldg: S ` •I_oninb: 9% 5-7-07 Utilities: FD: r (Initial Date) (Initial & Date) (Initial & Date) (Initial & D to ON + S(P Special Conditions: Permit # :lob Address: Description o, Historic lE)istr 11.. CITY OF SANFORD PERMIT APPLICATION -- Date: / U / pT onrng: Value of Work: $ DU - 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 Gone: (FEMA form required for other than \) (Attach Proof of Ownership tic Legal Description) Owners Name & Address: HO ran 17)an l o, I 12n t- /� f-oyo w000 Aa 'hone: Contractor Nanue & Acldi•ess: P l rf Q,S ,C,- f 000 — i Q rf r f ('-' n (, `ser V I C F F State License Number: 'bone a Fax: �64� 2 2 �0 (D(,08,P�?-Z-C.nt�.�tProw Bonding Company: Address: Mortgage fender: Address: Architect/tngincer: Phone: Address: Fax. Application is hereby rnade 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 acid that all work will be perfbnned to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate pennit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: i certify that..11 of the foregoing information is accurate and thatall work will be done in compliance with all applicable laws regulating cooistruction and xouing. WARNING TO OWNER: YOUR. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RFSULT IN YOUR. PAYING TWICE FOR IMPROVEMENTS "1'O YOUR PROPERTY. IF YOU INTEND TO 013TAIN 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 round in the public rt this county, and there may be additional permits required from other govemmental entities such as water management districts, state agencies, or federal Acceptance c t is verification that I will nes tify the owner of the pmperty of the requirements of Florida Lien Law, FS 713. Signature of Otruuer/Agui Date Sig true of contractO442lent Date ~ n i Q.l le' ,4 /V.4 A4 �, •sc 'rint�wn"gent'sme Print ContractorlAgent's Name .. 3 ZR�d7L1C of Notary -State of f lotida Date Signature f Notary-Sti-te of Flo La e7 Bate WAgent is -__ Personally Known to Me or APPROVED BY: Bldg: (Initial Date) Special Conditions: Contractor/Agent is f Personally Known to Me or _ Produced ID (Initial & Date) Utilities: [,D: (Initial & Date) (initial & Date) LIMITED POWER OF ATTORNEY I hereby name and appoint 2nu-(,e M PLEA c Jc— of Outdoor Living Pool & Patio r to be my lawful attorney in fact to act forme and apply to CITt4 J OP am) (al�) __ for an electrical permit for work to be performed at a residence at a location described as: ' I _ I �'I - 111 I • Section Township Range Lot Block Subdivision UILLAd.r 2"'q "0 ke-PtA-j- (Owner of Property and Address) S i 7w r—DX„p I F'L And to sign my name and do all things necessary to this appointment. Brian Keith Miller Printed name of active Certificate Holder (Master Electrician) 1;i-q� 0 Signature of license holder EC -13001686 State Registration or Certificate Number The foregoing instrument was acknowledged before me this 23`d day of March, 2007 by Brian Miller who is personally known to me and who did not take oath. State of Florida C un Diane T. Sawyer Notary Public, State of Florida E-,----- 3,R o-4, lii,��IF.?SAWYER MYCO�S"'SSiON n DD581703 r'. i'! 3 f.S: Aug. 18,2010odoa Notary Sarviccom rreF'4w-c4& cy 0:-cn9C- 6;hy M=L 32143 Permit No.— State of .Florida County of Se nlinote NOTICE OF COMMENCEMENT Tax Folio No. rj�}Q,P.'�(� 0!S2.0 The undersigned hereby gives notice that irnprovemerr:t will be made to certain real property, and in accordance with Chapter 713, Florida. Statutes, the following information is provided in this Notice of Conirrrencernent. 1. Des criptian. of property: (legal description of the property and street address if available) i. General description of anprovernent: 3. Owner inibrination a.. Nanne and address b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) d. Contractor )a. Name and address \v l Zi. Phone cumber 5. Sure:t:y a. Name and address �HI b. Phone nuinber — Fax number _ c. Amount of bond - ---- ----- — ------- 6. Lender a. Name and address b. Phone nwrlber -- Fax number 7. Persons within the State of Florada designated by Ovaier upon whose notices or other documents may be served as: -T provided by Section 713.13(1)(a)7., Florida Statutes: a, 14ame and address b. Phone number Fax nuinber- — - - _ b. In addition to himself of herself, Owner designates -- _ of __ — to receive a copy of the Lienor's Notice as provided in Section 7.13..13(l)(b), Florida Statutes. a. Phone number Fax number _ _ _ _ 9. Expiration date of notice of commencement. (tire expiration date is I year f m the date of recording unless a dif%erent is specified) w w� mdat m mr� Cmn Signat of Ogrr�'M x m m m Sworn to (or affirmed} and subscribed before me this.� c- day of 4 n .4 __-- ' 2q: '�� � :0 u o • 2B P -_ Personally Known OR Produced Identification _ , tD � , , NI � d: o 3'- Type old Identification Produced e_. Dt 144.4- —17a,C,-i4 --- — &` Ln r x' =' �- �; �- r 2 �j ,{ _ tNNNN�\1tNNNN1tNt 4 � KRISTINA MACFARI.ANE _ _ Signature of Notary public, Suite of Florida +r COMM*DD04207W s Co.mrrrrssrorr Xl?IreS: OOfty( )432-4M: n p, 01fHtt-Yi1: iu�iliH —1 U 3-28-07 G0 C7 Date L X00 O «f U J Anthony FO Lk Mary Outdoor Living Pool & Patio Job # 970 HV r et n Deck Jet 4TYP.) 35 R ft. 6 in. 9 ft. 10 in. Deck Jet 0 (TYP•) 5F Swimout w/ Step 3 © 31t. 2 7 ft. Concrete Deck Vac Acrylic Coating Color Band 61N _______� Bubbler In Sunshelf 2" Bubbler In Sunshelf 2" °r° `\ Deckodrain 0 Existing Porch Acrylic Top to Match New Deck SCALE: 1/8" =1' 216 SF yawn by BAM 3-28-07 REV No. Date BEAM ELEVATION Z %" TILE ELEVATION —ZYw" BENCHMARK &Irw BASKET BEAM LAWS MY OF S-ANFPR ,SOB SITE INFQRMATtQN NAME Daniel Horan HOME# 407-323-3619 JOB ADDRESS 120 Grovewood Ave CELL# 4031 West 1 st Street (SR 46) CITY,ZIP Sanford F � Sanford, FL 32771 MAILING ADDR. .:- TEL. 386-951-4184 x FAX 386-951-4626 TYPE OF DIG BOBCAT SHUTTLE ACCESS TO JOB SITE ,SOB SITE INFQRMATtQN NAME Daniel Horan HOME# 407-323-3619 JOB ADDRESS 120 Grovewood Ave CELL# 321-377-2934 CITY,ZIP Sanford MAILING ADDR. CITY,ZIP TYPE OF DIG BOBCAT SHUTTLE ACCESS TO JOB SITE SEE NOTES ACCESS LETTER REQUIRED YES STUMPS TO BE REMOVED 0 REMOVE CONCRETE SQ. FT. 1 POOL $PASPECIFtCATIONS POOL SQ. FOOTAGE 368 POOL PERIMETER 80 POOL LENGTH & WIDTH 18x24 EXTENDED STEP 6 DEPTH 3-5 LOVE SEAT TOTAL 6 DOUBLE STEEL&ENGINERING NO ROPE & FLOATS NO RAISED BOND BEAM 1 6"= 0 12"= 0 1 180= 0 SHEER DESCENT SIZE FALSE SHEER DESCENT SIZE (IF > 1) FALSE POOL MAIN DRAIN DOUBLE SPRAY HEADS 0 POOL SKIMMERS ONE LION HEAD OR SCONCE 0 SPA SQUARE FOOTAGE 0 POOL RETURNS 3 SPA JETS 0 INFLOOR CLEANING NO, SPA GLASS BLOCKS 0 SPA RAISED NA FOUNTAIN SIZE NA SPA SPILLWAY FT. NA FOUNTAIN RAISED NA SPA BUBBLER YES POOL LIGHT STANDARD SPA LIGHT STANDARD FOUNTAIN LIGHT NONE TILECOPING &DECKING CONCRETE&ACRYLIC 771 EXISTING DECK 216 PLANTERS 0 DECKO-DRAIN 40 TILE COLOR LTM RIO AQUAMARINE TILE LF 80 ACRYLIC ALMOND COLOR BND SANDSTONE HANDRAIL 0 6"TURNDOWN 0 12" TURNDOWN 0 18" TURND 0 CANTILEVER FT. 80 BRICK COPING 0 FLAGSTNE 0 6" TILED RISER 0 12" TILED RISER 0 18" RISER 0 PAVERS jcoLoR BELow 0 TILE INLAY `COLOR BELOW 0 POOL INTERIOR 4 SCREEN ENCLOSURE SCREEN COLOR BRONZE SCREEN WALLS 102 ROOF SF 1139 ROOF STYLE DOME DOORS 0 HEIGHT 8 INSULATED ROOF NONE CARRY BM 0 FAN BEAM 0 'POOL INTERIOR FIN QUARTZ -SUPREME CHILD FNC 0 . EQUIPMENT B PLUMBING7 77777= FILTER CAR7200SF OZONE NO CIRC PUMP 1 HP SUPERFLO !CHLORINT NO SALT YES BOOSTER NONE 'SOLAR NO PANELS 0 AIR BLOWR NO SIZE NONE CONTROLS STANDARD TIMER NONE HEATER ICLEANER I NONE NONE HEATPUMP SPECIAL .INSTRUCTIONS. 12) DECK JETS (2) 3) BUBBLERS IN SUNSHELF (2) DESIGN BY BRUCE DRAFT BY PROJECT MANAGER Residential Swimming Pool Safety Act Requirements Section 515 F.S. owner _DanI LI HDran Project Address 1,20 Clrnw. on(j pAyt Contractor ntjt(j()()E LI V i nQ 0(�()1 i patI O. U r, 25 JR jM * �5L41 0Y -DJ -00 Ci h/ _P-7LL 32-7 3 I have been informed by my contractor that prior to final inspection and use of my pool, I will need all inspections and fencing required in accordance with applicable state and local regulations. The Florida Building Code requires pools to be enclosed by an enclosure meeting the requirements of Section 424.2.17.1. In addition, the 2000 Legislature created the Residential Swimming Pool Safety Act. Effective October 1, 2000, residential swimming pools must meet at least one of the following pool safety requirements. Please indicate your method of compliance by checking one of the following: IX The pool must be isolated from access to the home by an enclosure that meets the pool barrier requirements of s. 519.29 F. S. ❑ The pool must be equipped with an approved safety pool cover. ❑ All door and windows providing direct access from the home to the pool must be equipped with an exit alarm that has a minimum sound pressure rating of 85 db A at 10 feet. ❑ 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. ❑ Pool height is a minimum of 48" above finished grade; grade surrounding pool sha!! be level for a distance of 4 ft. from edge of pool; and a removable/lockable ladder shall be used. According to Section 515.27 F.S., a person who fails to equip a new residential swimming pool with at least one pool safety feature as required above commits a misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.083. Except that no penalty shall be imposed if the person, within 45 days after arrest or issuance of a summons or notice to appear, has equipped the pool with at least one safety feature as required above and has attended a drowning prevention education program established by s. 515.31 F.S. However, the requirement of attending a drowning prevention education program is waived if such program is not offered within 45 days after issuance of the citation. I also understand that steel and ground and deck inspections are required in addition to the final inspection. ! Inspection access to the interior of the home is required if alarms on windows and oors or if self-closi elf -latching doors are used to meet a above requirements. -a�-0)"1,? a� Signaturg Owner Date Mitness S" nature Date 3 ),'2--q I If no 3' -v"� (27 0'hf�q �j - oh - 07 Signature Contractor Yate witness Name (please print) Date 0 BOUNDARY SURVEY LEGAL DESCRIPTION' LOOT 52, REPhA'T OF GROVEV1EW VILLAGE, SECOND ADDITION, ACCORDING TO THE PLAT THEREOF, -AS RECORDED IN PLAT' BOOK 7.6, PAGES 7 & 8, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. THE ABOVE REFERENCED PROPERTY IS LOCATED IN ZONE "C", AREA BEYOND 500-100 YEAR FLOODING AS PER F.I.R.M. COMMUNITY PANEL NUMBER 120294 0005 B, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA. MAP DATED SPETEMBER 17, 1980. Y C \ N 03 7.J- W <(D -J ion; Q0 Q Qr W�Lo >(nN Wim OU - CL CD REC. S. 61° 27' 00"E. 74M�0'PR3225 0 GROVEWOOD ROOF OVERHANGS AND FOOTERS HAVE NOT BEEN LOCATED. BEARINGS ARE BASED ON RECORD PLAT, 0 = SET 4x4 C.M. x4189 ®= REC. C.M. 0= SET 3/8" REBAR/CAP V 4189 ®= REC. PROP. CORNER (SEE SKETCH FOR DESC.) �= P.C.P. R = RADIAL 120 GROVEWOOD NO IMPROVEMENTS OR UNDERGROUND UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN THE SURVEY SHOWN HEREON WAS SURVEYED BY THE LEGAL DESCRIPTION PROVIDED BY THE CLIENT I HEREBY CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION HH -6, FLORIDA STATUES. f� CHARLES R. DE FOOR P.L.S. NO.4189 DATE: - `Z CERTIFIED TO: SUNBELT TITLE AGENCY TICOR TITLE INSURANCE NVR MORTGAGE, L.P. DANIEL J. HORAN ,I LOT SURVEY DATE: FOUNDATION SURVEY DATE: FINAL SURVEY DATE: 7/13/90 PREPARED FOR: DANIEL J. HORAN PREPARED BY: CHARLES "ROB" DE FOOR AND ASSOCIATES P.O. BOX 3182,A PKAFLA. 32 03 DATE DRAWN: SCALE: 7/13/90 1 = 30' PAGE I OF I a GENERAL NOTES 1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S POOL PLAN. 2. POOL WALLS SHALL BE 5 "THICK AND FLOORS SHALL BE 6 "THICK AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. 3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2004 AND FLORIDA BUILDING CODE RESIDENTIAL 2004 TOGETHER WITH 2006 REVISIONS AND ANSI/NSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE 2005. 4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 5. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40, REINFORCING SHALL BE # 3 BARS AT 12 " O.C. EACH WAY W/ 15" LAP JOINT IN WALLS AND FLOORS UP TO 6'. OVER 6' USE # 3 BARS AT 6" ON CENTER EACH WAY IN THE AREA OVER 6'. IF CONCRETE IS CAST AGAINST BARE EARH WITHOUT A SEPARATION BARRIER, MINIMUM COVER SHALL BE 3". WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 11/2". 6. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING STEEL WITH # 8 AWG COPPER WIRE. #8 AWG COPPER WIRE TO BE RUN INTERNALLY AND EXTERNALLY WITH THE NEC APPROVED PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLETION OF POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN. 7. EQUIPOTENTIAL BONDING TO BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 680.26 OF THE N.E.C. 2005. 8. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. 9. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 10. 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. 11. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. 12. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 13. IF A WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC BREAK WILL BE PROVIDED. 14. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. 15. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASY ACCESS TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT SETTING AND TO ALLOW RESTARTING WITHOUT RELIGHTING THE PILOT LIGHT. 16. SPAS AND HEATERED POOLS SHALL HAVE A COVER DESIGNED TO MINIMIZE HEAT LOSS UNLESS 70% OF THE ENERGY FOR HEATING IS DERIVED FROM NON-DEPLETABLE ON-SITE RECOVERY SOURCES. 17. PROVIDE GLAZING IN WALLS AND FENCES ENCLOSING SWIMMING POOLS, SPAS, & HOT TUBS WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 60" ABOVE A WALKWAY SURFACE AND WITHIN 60" HORIZONTALLY OF WATER'S EDGE. 18. WARNING! TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. WATER LINE:/ LIGHT 5' 6" TILE -� 6" MAXIMUM RISER = 12" 1. MAXIMUM TREAD = 10' (240 SC. IN.) DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION LONGrEUDINAL POOL SECTION RICK COPING 6"X6" TILE SPILLWAY (WIDTH SEE PLAN) POOL WATER UNE THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW THROUGH PVC PIPE WITHOUT EXCEEDING THE MAXIMUM STANDARDS FOR VELOCITY (FT/SEC) I A 50 GPM 65 GPM 1 H 2' 85 GPM 105 GPN 2 HP )4 2 ' 125 GPM 150 GPN 2 1/2 HP PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD (TDH) OF 50' AND FOR ESTIMATE ONLY. ACTUAL PUMP SIZE WILL VARY DEPENDING ON THE PUMP SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS. 1 #3 BAR CONT. W/ CONCRETE D PTI( IAL)� LRESISTANT TOPPING 5' WALL -W/ 8'X8" BOND ON C PA TED GR N / ALL ORGANIC MATERIAL REMOVED. 4" NOM. WIFIBER MESH, BEAM USE 2 #3 BARS CONT. 5" W/ # 3 REBARS." 4' MIN. JUNCTION BOX 8" MIN. (BY OTHERS) 18" MIN. TO TO TRANSFORMER TOP OF LENS (I OTHERS ) MARBLE PLASTER FINISH REFER TO ATTACHED DRAINING U.L. APPROVED 120 VAC/30OW POOL LIGHT W/ SURFACE SKIMMER FOR DATA REGARDING DUAL GFI OR 12V/30OW POOL LIGHT W/ LOW WATER SUCTION OUTLET SYSTEM AND CUT OFF IN U.L APPROVED GREY PLASTIC VACUUM RELIEF SYSTEM FORMING SHELL W/ #8 BOND PER N.E.C. ADDITIONAL #3 #3 BARS 12' O.C. EACH WAY REBAR REOD AT STEELTEX FORM (OPTIONAL) SKIMMER OPENING POOL STRUCTURAL DETAILS WALL SECTION AT SKIMME 1. MAIN DRAIN LINE 1 i 2- SKIMMER UNE E N E i/ 3 3. WASTE LINE \ 4. RETURN UNE Y� /J 5. PRESSURE CLEANING ,1i/ D UNE (OPTIONAL) L__L #B AWG COPPER WIRE C B A. HAIR LINT STRAINER 6'X6' GLASS BLOCKS do MOUNTED IN 2500 PSI TIMECLOCKP B. RECIRCULATOR PUMP G FILTER CEMENT (IF SPECIFIED) ;N& /11' A D. IN -UNE CHLORINATOR /3 AT 12" O.C. EA WAY PST TOGGLE 5 (OPTIONAL) RAISED SPA DETAIL yHTq{ 2 E. HEATER (OPTIONAL) . DISC 4 1 F F. ANTI ENTRAPMENT PUMP SYSTEM V TRANS FILTER SYIN A" COND �-12 V/300 W W/ LOW ALL ELECTRICAL �,��a i� MAX. 5" WATER CUT-OFF SHALL CONFORLANS 0 MANUFA 28' MIN, E R 24• OR 120 V.A C. W/ GFI W/ ART 680 B +a vvv PER N.E.C. N.E.C.2005y�Jl LADDER TO BE 14'-18" ELECTRICAL DIAGRAM C U SAN F -MANUFACTURER'S E SPEC BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING ALL LADDER TREADS SHALL AND ALL FIXED METAL PARTS NOT SEPARATED BY HAVE SUP RESISTANT FINISH UNDISTURBED PERMANENT BARRIER, IF W/IN 5 FT HORIZONTALLY FROM W/ B"X8" BOND BEAM WEp(,� ANCHOR SOIL (NO VOIDS) WATER 12 FT VERTICALLY OF MAX WATER LEVEL SE 2 #3 BARS CONT. AND ESCUTCHEON TYPICAL MIN. 1 S6" COVER OVER 3' MIN. 6" MAX BETWEEN SWIMOUT DETAL ALL BARS S NO C TREAD AND POOL WALL 8" 6" TILE I #� BAR TYPICAL SWIMMING POOL 5' VARIES - SEE PLAN 5" CONT. W/ LADDER SECTION 5• 5' WALL DISTANCE BRICK 1 ROW) DECK OVERPOUR THERAPY1 ONS 1THAN ISTING SEX ALTERNATE BEAM #3 AT 12" 18" SEAT Outdoor Living FINISH DETAL 0. #3 EA. WAY Pool and Patio, � PLAN EXPIRES ONE YEAR FROM THE Inc 4' ao, ao SIGNATURE DATE OR THE EFFECTIVE North Seminole Business Ctr RETURN 6' THICK WALL DATE OF A MAJOR FLORIDA BUILDING (1ST SPECIFlEO) 6" 1 CODE CHANGE WHICHEVER IS SOONER 4031 West 1St Street (S.R. 46) GUNITE REBOUND #3 BARS AT 6" Sanford FL 32771 O.C. EACH WAY 2-8" 0 ANTI -VORTEX DRAINS MAY 0 7 2007 Tel 386-951-4184 SEPARATED BY 3' STEELTEX FORM ATE SPA SECTION MARBLE PLASTER IS SWIMMING FOOL'SPECIF1,GA-MON FOR: THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6" ON- CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALLlT SHALL BE CONSTRUCTED AT 6" THICKNESS. THE STEEL MAT AND SHELL WALL SHALL SON, P.E. BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN9 33THE MINIMUM REQUIRED DI AN AS DETERMINED BY THE 1 ON 1 + 1 METHOD. .SIE. 1093__...TYPICAL WALL AND FLOOR 32792WITHIN ANGLE OF REPOSE 9-7500 FAX: ` (407) 679-9188 NOT TO SCALE SHEET 1 OF 3 DWG BY - DASH APPD BY - GHS i INSTALL PERMANENT WATER LEVELER IN DECK WITH ANTI -SYPHON DEVICE AT HOSE BIBB. USE MINIMUM OF 3 RETURNS LOCATED AT + 18"BELOW WATER LEVEL TO DIRECT WATER TO SKIMMERS. +1e^ USE MINIMUM OF 3 RETURNS LOCATED AT + 24" BELOW WATER LEVEL AND STRATEGICALLY LOCATED TO DIRECT WATER TOWARDS SKIMMERS. CONSIDER AT LEAST ONE RETURN TO SWEEP ACROSS THE BOTTOM OF THE SWIMMING POOL. ALTERNATIVE: INSTALL MINIMUM OF (3) FLOOR RETURNS +36^ V INSTALL DUAL SKIMMERS PLUMBED TOGS . HER AND LOCATED FOR OPTIMUM SKIMMING ACTION. LEVEL 1 —� &--, — = TO PUMP DEADLINE TO PUMP LOCATION INSTALL MAINDRAIN W1 TOOL -REMOVABLE PLUG TO BE REMOVED ONLY BY SERVICE PROFESSIONAL FOR POOL SERVICING. (DEADLINE INSTALLATION OPTIONAL) SWIMMING POOL WITHOUT REEIRCti7�Tl`OPI�MAIN DRAIN The residential swimming pool barrier and or its compliant safety components shall be in place prior to filling of the pool. FRC R4101.17 VENT TO ATMOSPHERE SO VENT WILL NOT BE BLOCKED BY DEBRIS, INSECT INFESTATION, OR MICROBIOLOGICAL CONTAMINATION (COVER MUST COMPLY WITH ANSI/ASME A112.19.8 M) T -T MINIMUM SEE ALTERNATE 2 T TO 2'0 SUCTION INLET (MAIN DRAIN) ID t 2'0 MAXIMUM DISTANCE 1 %i' 0 TO VENT TEE CONNECTION = 1 — TO ALLSUCTION TO PUMP PIPING= 2"0 -�� GENERAL NOTES I. THE MDX DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. 2, CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBC- BUILDING 2004 AND SECTION R4101.6.6 FBC-RESIDENTIAL 2004 W/2006 REVISIONS. 3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME Al12.19.8M-1987 AND DRAIN COVERS MEET THE REQUIREMENTS OF ANSI/ASME Al 12.19.8M-1 987 FOR ANTI -HAIR AND BODY ENTRAPMENT. 5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION,RRAWING ON FILE-.WIT-I-131HE BUIL-DING Windows and doors'that open into the swimming pool/spas area without a fence barrier to prevent direct access shall be protected in accordance with FRCR�101.17.1.9 JSUCTION INLET 11/1'0 (MAIN DRAIN) ALL VENT PIPING = 1 Y,' 0 ATMOSPHERIC VENT PIPE LENGTH MINIMUM = 16" MAXIMUM = 30" Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 IDX DEBRIS REMOVAL SYSTEM VENT COVER MAY BE GUTTER DRAIN 1T MIN W90" ELBOWS r} Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy (OPTIONAL) DEBRIS CONTAINMENT CAMSTER WATER LEVEL— ANTI-VORTEX — 2ND DRAIN MDX FLOOR DRAIN 154 " 0 �► VENT UNE tic VENT PIPE LENGTH 1 f MAXIMUM - 3C W MIN 254 -0 OR EQUAL TO 24' MAX CIRCULATION UNE VENT COVER MAY BE GUTTER DRAIN SUCH AS HAYWARD MODEL SP -1019 2 - 90" ELBOWS \ 1 15" 0 VENT PIPE ,y 12" MIN. - " Asizi SUGGESTED DETAIL DRAWING TO SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE DUAL SUCTION INLET SYSTEM & ATMOSPHERIC VENT SYSTEM IN ACCORD WITH SECT 424.2.6.6 FLORIDA BUILDING CODE -BUILDING 2004 W/ 2006 REVISIONS AND SECT R4101.6.6 FLORIDA BUILDING CODE -RESIDENTIAL W/2006 REVISIONS ALTERNATE SUCTION INLET SYSTEM MAY INCLUDE 1 ON THE BOTTOM AND ONE ON THE VERTICAL WALL OR ONE EACH ON TWO 2 SEPARATE VERTICLE WALLS ATTACH PLACKARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A. BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SECONDS MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR 59 GPM IL 025S. TO PUMP 2" 0 OR LARGER CIRCULATION LINE f AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT TM SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. H.kPA�6FL ARD ON, P.E. P.1933 10LVD, TE. 1'093 R 792' f IZJNE:'(407)Si*n500 FAX:'; (407) 679-91.88 SW MIOO Fd�I �'dl,J `l� TION FOR: (a/-) (aO !-ir0V,0u2QQd V I 3� C - ALTERNATIVE RECIRCULATION SYSTEMS NOTTO SCALE SHEET 2 OF 3 DWD EY_ GHS # 3 BAR PAVER, BRICK CONTINUOUS _—*3 t 3 BAR 4' CONCRETE DECK 4 1-# 38AR VERTICALLY A= 12" TO 24" • •. - @ 36" ON CENTER ` COMPACTED MATERIAL VERTICAL# 3 BAR Q 3T -D.C. d a' PAVER BRICK COMPACTED 12" to 24" TURN -DOWN d = •-'- • -' - FINISHED GRADE d• OR Fl -ATTER - �-•:� • �- MATERIAL 4' OR FLATTER a:,''o•: /���� --� B= 9" TO 18" 1- #5 REBAR 1-#5 REBAR—' - I _ CONTINUOUS !♦ CONTINUOUS i ao;" a �_� MAX FINISHED GRADE a ° �. } NOTE: G 4" 0 PILASTER EVERY 5' WITH z2' Mnx < Z, B= '/. x A 14 3 REBAR4" 0 PILASTER ri1=11=11-I1-:--t1% EVERY 5'WITH - 6" MIN L 4 14 3 REBAR I NOT TO SCALE T OLD GROUND 6" MIN I \ ZLD � GROUND ALTERNATE PAVERS CONCRETE DECK TURNDOWN PAVER DECK TURNDOWN ON TURNDOWN GENERAL NOTES 1. DETAIL IS BASED ON NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (> 4 TO 1). TURNDOWN MAY ABUT RIBBON FOOTER AND 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING BE TIED INTO FOOTER IF APPROPRIATE, WITH # 3 REBAR. WALL. IF THE VERTICAL DIMENSION FROM THE TOP OF THE CONCRETE DECK TO 2. TURNDOWN SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OF 33" (FOR AN 18", (> 1,500 PSF) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF TH a CAPACITY AND PREVENT SETTLING OR SHIFTING. TURNDOWN LENGTH OR THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY 3. ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. TO V VERTICALLY, A TURNDOWN SHOULD NOT BE USED. 4. CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO PSI. THE OLD GROUND REACHES 30" (FOR A 12" TURNDOWN) 36" (FOR AN 18" 5. ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2004, TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE FLORIDA BUILDING CODE, RESIDENTIAL 2004 TOGETHER WITH 2006 REVISIONS TURNDOWN LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4' 6. REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR HORIZONTALLY TO V VERTICALLY, A TURNDOWN SHOULD NOT BE USED. DETAILS ON TURNDOWN LOCATION. 10, IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TOP OF THE TURNDOWN, THE 7. IF THE BASE OF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4" 0 SWIMMING POOL CONTRACTOR MUST COORDINATE ATTACHMENT OF THE SCREEN PILASTER WILL BE REQUIRED EVERY 5 FEET THAT WILL BE EITHER 2" INTO THE ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR. GROUND OR TO 6" INTO THE INDIGENOUS MATERIAL, WHICHEVER IS, DEEPER. THE PILASTER WILL HAVE A #3 REBAR TIED INTO THE #5 REBAR IN THE BASE OF THE DECK TURNDOWNS VERTICAL POUR. (N041 47 -GRADE --GRAD, GRADE l� 1 f 5 BAR 8' 2 5 BAR 1 2 5 BAR CONT. CONT. NO FOOTER 8" X 8" FOOTER 8" X 12" FOOTER 12" X 12" FOOTER M 0 7 2007 FOOTER NOTES: 1 FOOTER, SHALL BEAR. ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (>1,500 PSI) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING. 2. CONRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI W/ FIBER MESH OR 6X6-10X10VWd MESH. 3. 3 -# 3 BARS IS EQUIVALENT TO 1 -# 5 BAR. 4. AN ALTERNATIVE TO A CONCRETE DECK 15 BRICK. PAVERS PLACED EITHER OVER. THE TOP OF THE ON H. HEe FOOTER OR ABUTTING THE FOOTER. FL P. . N5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED. THE SWIMMING POOL CONTRACTOR MUST COORDINATE !GOR 23 S. EMO CONSTRUCTION OF ANY REQUIRED FOOTER WITH THE SCREEN CONTRACTOR. WI TER PAR TYPICAL FOOTER DETAILS DNS: (407) 679-7500 FAX: (407) 679-9188 SWALE FOR DRAINAGE r _.a o "_ ; �' - __#3 BAR A= 18" TO 24" VERTICAL # 3 BAR @ 36`D.C. .PAVER BRICK IB=12"TO 18- 1 - #5 8"1-#5 REBAR CONTINUOUS ALTERNATE PAVER LOCATION Equipotential Bonding Grid Shall be Provided for the first 3 -feet of the perimeter of paved surfaces of swimming pools and spas. 2005 NEC Article 680.26(C). MASTER DRAWING FOR FOOTER AND DECK TURNDOWN DETAILS NOT TO SCALE SHEET 3 OF 3 D D By— GHS