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BPP-12-1158 (2) Miami Shores Villagea a, y���t Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 BUILDING Permit No.11 )2 11(oC PERMIT APPLICATION Master Permit No. FBC ZO Permit Type:- UMBING ---_ - OWNER:Name(Fee Simple Titleholder):_ -br:-V-Ci ®1 Q r)C-0 Phone#: Address: 4F 4WQ 37 SVsl City: r e.sw_,- state: �� Zip: Tenant/Lessee Name: / Phone#: Email: cc/» JOB ADDRESS: / g AJE City: Miami Shores County: Miami Dade Zip: 33 Folio/Parcel#: Is the Building Historically Designated:Yes NO kl-*' Flood Zone: CONTRACTOR:Company Name __ TICJ l �( Yl l �r1 C, Phone#: Address: Q©®oQ S W ©S�— City: -4LC€rYtA, State: FL-- Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone42a�Co' 1- LID Email Address:F�1� DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 3m'O-Cl Square/Linear Footage of Work: Type of Work: DAddress DAlteration� DNew DRepair/Replace DDemolition Description of Work: ti Submittal Fee$ Permit Fee$ A 9— CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ I, ( ) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City, State Zip 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 the 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 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SiS natureSigna Owner or Agent Contractor The fore ing instrument was acwledged bef m e this The foregoing instrument was acknowledged before me this, IL day of ,20� 1,by day of � 20U—,bY�Ynrl' wh on y own to aor who hl produced r w is personally kno me or who has produced identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: ' ' NOTARY PUBLIC: as Sign: 5 Sign: PHS P b�� sge4 �a1 pttht.• ;•. Comm.Expires Sep 12,2014 Print: = �oNe�acoMm. .\o� Commission#EE 5 344 My Commission Exp' ,,�� \`, M�G mm�ss rNa�;o,a My Cxed Through National Notary Assn. ••••�r47 pf APPROVED BY `� Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 I Inspection Number: INSP-175100 Permit Number: PL-6-12-1160 Scheduled Inspection Date: December 20,2012 Permit Type: Plumbing - Residential Inspector: Hernandez, Rafael Inspection Type: Final Owner: POLANCO, DEYSI Work Classification: Pool - Private Job Address: 1183 NE 91 Terrace Miami Shores, FL 33138- Phone Number Parcel Number 1132050010200 Project: <NONE> Contractor: POOLTECH OF MIAMI INC Phone: (305)226-7510 Building Department Comments PLUMBING WORK FOR POOL INSTALLATION Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 19,2012 For Inspections please call: (305)762-4949 Page 2 of 22 X33 s� 13�'� FLORIDA DEPARTMENT OF Rick Scott �l l John H.Armstrong,MD Governor State Surgeon General June 11, 2012 (Pooltech of Miami, Inc) 9002 SW 40 St Miami, FL 33165 RE: Contingency Letter Application Document No:API 074218 Centrax Permit Number: 13-SC-1414160 OSTDS Number: 1183 NE 91 St Miami, FL 33138 Lot:24 Block:1 Subdivision:Water Edge Dear Applicant: This will acknowledge receipt of an application dated 06/07/2012 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. Proposed pool at the back yard. it was reflected on previous permit AP-1052462N There is not increase in sewage flow, change sewage characteristic, or any alteration that change the conditions under which the system was approved. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. If you have any questions on this matter, please call our office at(305) 623-3500. Sincerely Carlo , Carlos Icaza, Enclosures cc: Miami-Dade County Health Department 1725 NW 167 St,Opa Locka,FL 33056 Phone:(305)623-3500.Fax:(305)623-3645.http://www.MyFloridaEH.com FLORIDA DEPARTMENT OF Rick Scott �L AL 1 John H.Armstrong,MD Governor State Surgeon General June 11, 2012 (Pooltech of Miami, Inc) 9002 SW 40 St Miami, FL 33165 RE: Contingency Letter Application Document No:API 074218 Centrax Permit Number: 13-SC-1414160 OSTDS Number: 1183 NE 91 St Miami, FL 33138 Lot:24 Block:1 Subdivision:Water Edge Dear Applicant: This will acknowledge receipt of an application dated 06/07/2012 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. Proposed pool at the back yard. it was reflected on previous permit AP-1052462N There is not increase in sewage flow, change sewage characteristic, or any alteration that change the conditions under which the system was approved. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. If you have any questions on this matter, please call our office at(305) 623-3500. Sincerely, Carlos Icaza, Carlos Icaza, Enclosures cc: cop Mlaml-Dade County ealth De f'tf 8rd O.S.T.D.S. eH m Miami-Dade County Health Department 1725 NW 167 St,Opa Locka,FL 33056 Phone:(305)623-3500.Fax:(305)623-3645.http://www.MyFloridaEH.com A�Ro CERTIFICATE OF LIABILITY INSURANCEDATEM/2"m`DDI" THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A Statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ALL CITY INSURANCE INC-ACI =TACT CARMEN RODRIGUEZ 275 FONTAINEBLEAU BLVD. P1ONE 305 463-9431 FAX .305 436-6797 SUITE 190 ADDR GMAIL LCITYINS.COM MIAMI FL 33172 INs 8 AFFORDING CVERAGE KAIC0 INSURERAMID-CONTINENT CASUALTY CO 23418 INSURED JMG INVESTMENTS, INC NSURER B. DISTINCTIVE HOMES INSURER C: 5535 SW 112 CT INSURER D: MIAMI FL 33165 INSURER E: - I INSURER F, COVERAGES CERTIFICATE NUMBER:13 REVISION NUMBER:00 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POUCY EFF POLICY EXP LINIfTS A GENERALLWBLITY 04GL954513 06/13/201606/13/2017 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED TY 100,000 CLAIMS-MADE FX1 OCCUR MED EXP oneperson) $EXCLUDED PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 1 WO 000 GEMLAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 1,000,000 X POUCY - LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per aaddenq $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS (Par seddeM $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE WORKERS COMPENSATION WC STATU OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETORIPARTNERA XECUTIVE I I NIA E.L.EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? �J (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If es,describe under IPTIOE.L.DISEAS -POLICY LIIT DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Saheduls,K more space Is required) Certified General Contractor CERTIFICATE HOLDER CANCELLATION Al COMMWJ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING&ZONING DEPT. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE MIAMI SHORES FL 33138- AUTHORIZED REPRESENTATIVE ©1888-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204• Fax; (305)756-8972 2/17/2016 Current Owner 1183 NE 91 Terrace Miami Shores, FL 33138 Permit: BPP-6-12-1158 Address: 1183 NE 91 Terrace Miami Shores FL 33138 Date Expired: 9/4/2013 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better,we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance,or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, Ismael Naranjo (CBO) Building Director �1►♦S�OR£s D �T ft $ �n .... ���..� Miami shores Village Building Department ORIDwie A 10450 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#:I✓ 11 I I '5 6 DATE: 00Yrj 2S12- 0& 2— Gom C-11 I C , 0'V L Contractor Owner ❑A P' ed up 2 sets of plans and (other A 11 From the building dep ent on is da t er to have corrections done to plans And/or get County tamps. I un rstand that the pans need to be brought back to Miami Shores Village uiiding De ent to continue ermitting process. Acknowledged b PERMIT CLERK INITIAL: RESUBMITTED DATE: 0S I PERMIT CLERK INITIAL: r + Pooltech of Miami, Inc 9002 SW 40 St Miami, FL 33165 PH: 305-226-7510 FAX: 305-226-2205 Fax Transmittal To: Miami Shores Village From: Erika Attn: Building Dept Pages # Date: 6/21/12 Re: Fax: 305-756-8972 Please find attached paper work to register our company& Qualifier. Obtaining a swimming pool permit for the below residence on Monday Polanco Residence 1183 NE 91 st r CTQB Construction Trades Qualifying Board BUSINESS,CFJtTIFICATE OF COMPETENCY 000018871 POO TECH OF MIAMI INC KWI'D.B.A.: ""i r E IZAGUIERRE FERNANDO Is certified underthe provisions, f Chapter 10 of Miami-Dade County VALID FOR GbNTRA6f6YG UNTIL 09/30/2012 aP0.J.PL V.w6-aPePwew,M 'uiaJay SV4 ICyadwd pe sulopi 4W.0 apepawew {ueop a41to Aielanag oiuiuuaH 100d ONIWWIMS 9900 tS)30b2i1 JNUldiltJflO r I MIAMI DAbE.COUNTY 2011 LOCAL BUSINESS7AX RECEIPT 2012 7 FIRST-CLAS: TAX COLLECTOR MIAMI-DARE CbUNTY=STATE.OF FLORIDA U.S.POSTAGI _1W:.FLAGLER ST EXPIRES SEPT.30,2012: PAID lett FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI,FL MIAIV�I,FL 33130 PURSUANT TO COUNTY CODE t+.HAPWtAA ART- & ID PERMIT NO.2' THIS IS NOT A BILL-DO NOT PAY 628380-8 RENEWAL BUSINESS NAME/LOCATION RECEIPT NO. 654942-3 POOLTECH OF MIAMI INC CC _# 000018871 9002 BIRD RD 33165 UNIN DADE COUNTY OWNER POOLTECH OF MIAMI INC Sec.Type of Business WORKER/S THIS IS AMAScECIALTY BUILDING CONTRACTOR 3 BUSINESS TAX RECEIPT.IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY GO REGULATORY OR ZONING DO NOT FORWARD ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE PERMIT OR OTHER POOLTECH OF MIAMI INC REQUIRED BY LAW.THIS is NOT A CEFRANK DE IZAGUIRRE PRESIDENT RTIFlCATION OF ' THE HOLDER'S QUALIFlCA- 9002 SW 40 ST TIONS. MIAMI FL 33165 PAYMENT RECEIVED MIAMI-DADE COUNTY TAX COLLECTOR: 09/21/2011 09010246001 000075.0.0 irriirrrli,rr1tirNr,ririr,iri►,rli,li�J,rtiJi,r.rrt,iiili9t SEE OTHER SIDE t POOLT14 OP ID:VA Ro� CERTi. :CATE OF LIABILITY IN, J' RANCE DAT10/255111/11 E(MMYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). CONTACT PRODUCER 321-397-3870 NAME: Insurance By Ken Brown,Inc. 321-397-3888 PHONE FAX PO Box 948117 A/c No Ext): (A/C.No): Maitland,FL 32794-8117 E-MAIL Kerry C.Tait ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURERA:Amerisure Mutual Ins.Co 23396 INSURED Pooltech of Miami,Inc. INSURER B: 9002 SW 40 Street Miami, FL 33165 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY GL207474500 01/22/12 01/22/13 PREMISES Ea occurrence $ 100,00 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 6,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY F PRO LOC $ AUTOMOBILE LIABILITY COMBINED INED SINGLE LIMIT accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAROCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION I WC STAN- OTH- AND EMPLOYERS'LIABILITY Y/NLIM ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? � N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ H yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES (Attach ACORD 101,Additional Remarks Schedule,H more space Is required) fax 306-756-8972 CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Ci of Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City g ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 N.E.2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 ,, ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD idge el(d . "LMployers Insurance Company. Member of tlterry Nutu A Group Rated A(Excellent)by A.M.Best Comp o sttmmit�tntdrrl�.c.rlrtrl CERTIFICATE OF INSURANCE RE : 0830-29917 Producer: Hiram Rodriguez ISSUED TO : MIAMI SHORES BUILDING DEPARTMENT Company: NSI Insurance Group 10050 NE 2 AVE Address : 8181 NW 154TH ST STE MIAMI SHORES, FL 33138 230 MIAMI LAKES, FL 33016 Phone: (305) 556-1488 This is to certify that Pooltech of Miami, Inc., 9002 S W 40 Street Miami, FL 33165, being subject to the provisions of the Florida or ers Compensation Law, has secured The payment of any workers' compensation benefits due by insuring their risk with the Bridgefield Employers Insurance Company. POLICY NUMBER: 0830-29917 Statutory Limits--State of Florida Employers Liability EFFECTIVE DATE: February 18, 2012 1,000,000 (Each Accident) 1,000,000 (Disease--Each Employee) EXPIRATION DATE: February 18, 2013 1,000,000 (Disease--Policy Limit) This certificate is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be construed as amending, extending, or altering coverage not afforded by the policy shown above or affording insurance to any insured not named above. The policy of insurance listed above has been issued to the named insured for the policy period indicated. Notwithstanding any requirement,term or condition of any contract or other document to which this certificate may pertain,the insurance made available by the described policy in this certificate is subject to only the terms, exclusions and conditions of such policy. Paid claims may have reduced the shown limits. r If the policy described above is cancelled before the expiration date indicated, the issuing company will endeavor to mail 30 days'written notice to the certificate holder named above, although if cancellation is for nonpayment of premium,then the issuing company will endeavor to mail 30 days'written notice to the certificate holder. In any event,the issuing company, its agents,and representatives accept no obligation or liability of any kind for failure to mail such notice. Date: February 14, 2012 Authorized Signature Southwest Region Corporate OMCC Southeast Region :tlnlxtexr,ArRanwa.Lrulsiaeu.blissisaflipi Flnrirla Georgia.Kaon«kj%Norlb C awfina,Sunda CeralPite.lawce srr P.O.Box 80439•Baton Rouge.LA 70898-0439 P.O.Box 988•Lakeland.FL.I.1802-0988 P.O.Box 600•Gainesville.GA 30.503.0600 (225)926.3264.1-800.421-2944 (863)665-6060.1-800-282-7648 (678)450-5825•I-800-971-2667 Fax(225)920x4102 Fax(863)666-1958 Fax(770)531-1349 Bruigefreld Ermployers hmunince Comtpony is an ofl,fiote of acrd is tmattoged by Sionrnit. WC 97496(Rev 3108) Strtmmit indink-i Slamnit Consmffiug ine.and its subsidutries. LD1001268162.1 1210 P. 1 TRANSMISSION REPORT (THU) JUN 21 2012 11:53 User/Account DOCUMENT# : 7517075-580 DESTINATION 3057568872 TIME STORED : JUN 21 11:51 DEST.NUMBER 3057568872 TX START : JUN 21 11:52 DURATION : 1min.38sec F-CODE : COM.MODE : ECM PAGES : 5page RESULT OK Pooltech of Miami, Inc 9002 SW 40 St Miami, FL 33165 PH: 305-226-7510 FAX: 305-226-2205 Fax Transmittal To: Miami Shores Village From: Erika Attn: Building Dept ---------- -------------------------------------- MIAMI-DADE COUNTY 2011 MUNICIPAL CONTRACTOR'S 2012 FIRST-CLASS TAX COLLECTOR TAX RECEIPT U.S.POSTAGE 140 W.FLAGLER ST. MIAMI-DADE COUNTY-STATE OF FLORIDA PAID 1st FLOOR PURSUANT TO COUNTY CODE SEC.10-24 MIAMI,FL MIAMI,FL 33130 EXPIRES SEPT.30,2012 PERMIT NO.231 THIS IS NOT A BILL-DO NOT PAY RECEIPT NO. 30-6549423 CC NO: 000018871 BUSINESS NAME/LOCATION RECEIPT HOLDER MAY DO POOLTECH OF MIAM1� INC BUSINESS AS A CONTRACTOR 9002 BIRD RD { AS SPECIFIED HEREON. OWNER :POOLTECH OF MIAMI INC SEE BACK OF RECEIPT FOR SPECIALTY BUILDING CONTRACTOR A LIST OF NON—PARTICIPATING MUNICIPALITIES Receipt holder must DO NOT FORWARD register in the city POOLTECH OF MIAMI INC where work is to be FRANK DE IZAGUIRRE PRESIDENT done. 9002 SW 40 ST MIAMI FL 33165 PAYMENT MCENED MIAMI- bvy 11 02230016001 000175.00 ������,,��n„��,��,,,',�„�,�,,,��„�►,�„��,,�,,,,,�,�+1��,� P. 1 TRANSMISSION REPORT (THU) JUN 21 2012 12:47 User/Account DOCUMENT# 7517075-583 DESTINATION 3057588872 TIME STORED JUN 21 12:48 DEST.NUMBER 3057588872 TX START : JUN 21 12:48 DURATION 43sec F-CODE : COM.MODE : ECM PAGES : 1page RESULT OK MIAMI-DADE COUNTY 2011 MUNICIPAL.CONT IACTOF'S 2012 FIRST-Cu1SS . TAX COLLECTOR TAX RECEIPT U.S.POSTAGE . 140 W.FLAGLER ST. MIAMI-DADE COUNTY-STATE OF FLORIDA PAID 1 at FLOOR PURSUANT TO COUNTY CODE SEC.10-24 FL MIAMI,FL 33130 EXPIRES SEPT.30,2012 PERMIT NO,281 THIS IS NOT A BILI_-DO NOT PAY RECEIPT NO, 30-6548423 CC N0: 000018871 BUSINESS NAME/LOCATION RECEIPT HOWER MAY DO POOLTECH OF MIAM INC BUSINESS AS A CONTRACTOR 9002 BIRD RD AS SPECIFIED HEREON. OWNER :POOLTECH OF MIAMI INC SEE BACK OF RECEIPT FOR l SPECIALTY BUILDING CONTRACTOR A LIST OF NON-PARTICIPATING MUNICIPALITIES Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 ict 13— �`�' FBC 20 1 B ILDING Permit No. PERMIT APPLICATION Master Permit NoC Permit Type: BUILDING ROOFING JOB ADDRESS _1 l r 9 1 City: Miami Shores County: Miami Dade Zip: -3 3/� Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): th�- i T if r++ o cz Phone#: Address: ���` �1 0 41 (/ City: 02 1 Qj' o 1 C LK 92 State: Zip: 33l-3 �l Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: PAt/_ l&M f2G Phone#: Address: 17e A City: State: Zip: Qualifier Name: /-'��6g 0 6,,cc��T 1� ���1 �i�Lf l !2�-� Phone#: State Certification or Registration#:V L? Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Ad�itiog DAlteration ONew ORepair/Replace ODemohtion Description of Work: T��l.ly, j� 77 r N°s Color thru tale: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$~ (J Bonding Company's Name(if applicable) C Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip 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 the 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 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature -ice Signa weer or Agent Contractor 141 The foregoing instrument was acknowledged before me this 7 The foregoing instrument was acknowledged before me this day of Y)-Y ')Z-,201 ,by t)?V ����d-�2ty day of W a EILJ,20[5,by l ee.vo43��p 2& .elle who is personally known to me or who has produced who is personally known to me or who has produced 14 e cRln S Y' As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: E. Print: a, of Florida Print: o q -' My Comm.Expires Sep 12,2014 M Co t as. Comm.Expires Sep 12,2014 My COmmiss' i3 t, Commission#EE 25344 y Commission #EE 25344 Bonded Through National Notary Assn. PP Bonded Through National Notary Assn. APPROVED BY �dans Examiner ' l 3 Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) FIRST-CLASS U.S.POSTAGE x r PAID MIAMI,FL PERMIT NO.231 THIS IS NOT A BILL—DO.NOT PAY 628380-8 RENEWAL BUSINESS NAME/LOCATION RECEIPT NO. 654942-3 POOLTECH OF MIAMI INC CC # 000018871 9002 BIRD RD 33165 UNIN DADE COUNTY OWNER POOLTECH OF MIAMI INC Sec.Type of Business WORKER/S . . 120Alg&CIALTY BUILDING CONTRACTOR 3 MESS TAX RECEIPT.IT ES NOT PERWT THE LDER TO VIOLATE ANY STWO REGULATORY OR N NG LAWS OF THE DO NOT FORWARD UNTY OR CIRES. NOR ES IT EXEwIPT THE LOER FRO9I ANY OTHER RW OR LICENSE TOA CERTHWATroON o POOLTECH OF MIAMI INC oLDER'S GDAUFX:A- FRANK DE IZAGUIRRE PRESIDENT 9002 SW 40 ST U��R�TAX MIAMI FL 33165 LLECTOR: 09/14/2012 09010119001 000075.00 „JlI„JII,s,JJsJJss,Js ,,1,Js„Jl,sJs,l„lillit ,,ldi.111,I'3 SEE OTHER SIDE : e.. T't B .0 Construction Trades Qualifying Board 'UF_SS CERTIFICATE OF COMPETENC ' � ,'-"` 0- 1018871 POO _' ECH OF MIAN11 IINC 71`,.. . ' D.E .A.: �E IZAGUIERRE FERNANDO Is certified under the provisions of Chapter 10 of Miami-Dade Count; VALID FOR CONTRACTING UNTIL 0913012014 --.1 POOLT14 OP ID:SO DATE(MMIDD)YYYY) A`ORO CERTIFICATE OF LIABILITY INSURANCE 02/18/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ACT PRODUCER Phone:321-397-3870 NAME: Insurance By Ken Brown,Inc. PHONE FAX PO Box 948117 Fax:321-397-3888 A/c No.Ext): (AIC,No): Maitland,FL 32794-8117 E-MAIL Kerry C.Tait ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Amerisure Mutual Ins.Co 23396 INSURED Pooltech of Miami,Inc. INSURER B:Brid efield Employers Ins Co 10701 9002 SW 40 Street Miami, FL 33165 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL POLICY NUMBER M UUDD MM/DPOLIDYLIMITS EXP LTRWVO GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY GL207474502 01/22/2013 01/22/2014 PREMISES Ea occurrence $ 100,00 CLAIMS-MADE FKOCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICYFX PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 3,000,00 A X EXCESS LIAR CLAIMS-MADE CU20843950003 01/22/2013 01/22/2014 AGGREGATE $ 3,000,00 DED I X I RETENTION$ 0 $ WORKERS COMPENSATION X I WC STATU- I X TORY LIMITS OTH- AND EMPLOYERS'LIABILITYER B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N 830299170 02/18/2013 02/18/2014 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? F-1 N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) fax 305-756-8972 CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Ci of Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 N.E.2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 �+ ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD C-FN 2011R0493128, OR Bk 27766 F's 4261; (fps) NOTICE OF COMMENCEMENT RECORDED 07/26/2011 12:28:4 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVI H P CLERK. OF COURT MIAMI-DADE COUNTYr FLORIDA � TAXFOLIONO. 11 3Zb�0b1 /9 LAST PAGE PERMTNO > L STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements 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. L Space above reserved for useoffice of recording oce 1.Legal description of property and street/address: I g 3 ��9 ST ^r�Q rrd__ Q VA tNamN- 2.Description of improvementLS'W if-Y n\ - N d 3.Owner(s)name and address: a b V N tAK V Interest in property: Name and address of fee simple titleholder. 4. actor' e,address Ipd phone number. MOSIIII IV 5.Surety:(Payment bond required by owner from contractor,If any) Name,address and phone number Amount of bond$ 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whomITill� f as pro ' s �fro® Section 713.13(1)(a)7.,Florida Statutes, I HEREBY'C! MrIft d y of -1 Name,address and phone number. odcpnal flied rn fh t o 8.In addition to himself,Owners designates the following person(s)to te reGtr 713.13(1)(b),Florida Statutes. HAIR I -1 nC. ° cOUNsdk~ Name,address and phone number. 9.Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s)of Owner(s)or Owner(s)'Authorized Officer/Director/Partner/Manager Prepared B 1. Prepared By Print Name C1 ,D Q".Lr're, Print Name Title/Office IM Y'• U — Title/Office STATE OF FLORIDA ) 10^" )T=L_33 t lj.5 I;3 QQI­Lo COUNTY OF MIAMI-DADE The for oing instgumep�w s acknowledged before me this 01—day Of D By ! t' G io ❑lndlvidualiy,or ❑as for 15Personally known,or ❑produced the following type of identification: Signature of Notary Public: Print Name: EL7TRIS G (SEAL) MY cOWASSION p DD854166 1w EX{'IRE�S:Jamuffy 25,2013 VERIFICATION PURSUANT TO SECTION 92525,FLORIDA STATUTES �,��Y F1N�nryDisIA"mCu. 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. Signature s)of Owners}or Owner 's Authorized Officer/Director/Partner/Manager who signed above: By �� By ,__1 tul • ?o Ian ccs i 3 80.00' _ LEGEND °o v yLL 39'-6" FLOTATION ANALYSIS o o N 1�2 HOUSE FLOOR ELEVATION 8.08 FT. a"�~ 3 - 3 10 P�iOPOSED EQUIPMENT PAD _ o� TOP OF POOL WALL 6.12 FT. z 25'-9" a' ? O2 PROPOSED SWIMMING POOL POOL DEPTH 5.0 FT. J O °� N BOTTON OF SLAB 0,29 FT, 1 r 10 O EXISTING 4'HIGH CBS WALL GROUND WATER ELEV.-3.0' 3.00 FT, ® ® 11 r+ PE PROPOSED DECK POOL UPLIFT FORCE 3.29 FT. 7 ® LESS HYDROVERTICAL _2.00 FT, �M 10 10'-0" O5 OVERHEAD ELECT. HYDROSTATIC UPLIFT 1,29 �, w t, a LO ' 12'-8" M 0 1-4 ° © EXISTING DRIVEWAY INPUT DATA OF POOL ��—, c N ''LOA a 11 ° POOL SURFACE 385 (SQ step O7 POOL HEATER POOL PERIMETER 86 f. 1Lim ,'C?w v moi' LO POOL CAPACITY 11,550 (GALLON)ea 4 oe w _M 10 ® EXISTING SEPTIC TANK ; q a v POOL PUMP SIZE 1.0 H � O9 EXISTING CITY WATER SUPPLY CARTRIDGE FILTER 200 (SQ.' POOL TUROVER 2.40 ( S) ONE STORI' 10 5'HIGH SELF CLOSING&SELF DECK SURFACE 400 (SQ.FT) GBS RESP)ENCS LATCHING ALUMINUM GATE @ 54' _ IFLOMi(vu�iimai HIGH(COMPLYING WITH F.B.C.R � v � z 0 U o °`"� ` f WK o 410.17.1). o rZ O � r <� mLO LO O a a 11 ALL DOORS AND WINDOWS r` N����N� \� (y) 3 0 PROVIDING DIRECT ACCESS FROM r r RO THE HOME TO THE POOL MUST BE �♦�`,'PNEN•F o N o 0 EQUIPPED WITH AN EXIT ALARM ak - - �♦�r�;%�1G `4 ! r COMPLYING WITH UL-2017 THAT HAS �•' No S94 •• z A MINIMUM SOUND PRESSURE , RATING OF 85 DB A AT 10 FEET;OR u- a ALL DOORS PROVIDING DIRECT `-"` M W Z w E.M ACCESS FROM OUTSIDE THE x a �� OF W� c 3 STATE PROPERTY TO THE POOL MUST BE o% * r•�;`?�� O O o O EQUIPPED WITH A SELF-CLOSING, �i•� ••• .. Q p1Q.• (�j ♦� N 6 % $ioMa� ` Q SELF-LATCHING DEVICE WITH A o Q w�P) �I � �i 5 RELEASE MECHANISM PLACED NO ���t/fffit>iNN♦ U LOWER THAN 54 INCHES ABOVE THE -- -- C� w w Z ,,; 8 FLOOR C� ,s I - I z U0 Q 9 ! - w , 3 jir1131 w Cie Lu � 80.00 ; o oU iii w w J � W Z Z N Z 1 mm Q w c) SUBJECT TO COMPLIANCE WITH ALL FEC[-HA'_ c/) 00 O It 00a F� CL w w �. N.E. 91TH TERRACE LEGAL DESCRIPTION a a o 0 LOT 23,LESS THE WEST 15 FT.AND THE WEST 45 FEET N OF THE LOT 24,IN BLOCK 1 OF SUBDIVISION WATEREDGE,ACCORDING TO THE PLAT THEREOF,AS 1 o f S RECORDED IN PLAT BOOK 9 ON PAGE 141 OF THE SITE PLAN. scale 1 n=20' PUBLIC RECORD OF MIAMI DADE COUNTY,FLORIDA � PROJECT # 2 s 80.00' JUS o ri LEGEND C O 39'-6" FLOTATION ANALYSIS G)u _WW O HOUSE FLOOR ELEVATION 8.08 FT. 1O PIROPOSED EQUIPMENT PAD = TOP OF POOL WALL 6.12 FT. ® O PROPOSED SWIMMING POOL POOL DEPTH 5.0 FT. J N BOTTON OF SLAB 0.29 FT. 10 O3 N/A GROUND WATER ELEV.(-3.0') 3.00 FT, ® POOL UPLIFT FORCE 3.29 FT, 4 PROPOSED DECK(BY OTHERS) LESS HYDROVERTICAL -2.00 FT. HYDROSTATIC UPLIFT 1.29 FT. m m 0 5 OVERHEAD ELECT. INPUT DATA OF POOL c_ (P -Z:5- © EXISTING DRIVEWAY POOL SURFACE 385 (SQ.FT) Lo o POOL PERIMETER 86 FT. U LO ® O POOL HEATER POOL CAPACITY 11,550 (GALLON) POOL PUMP SIZE 1.0 HP ae 1 ® EXISTING SEPTIC TAfdK CARTRIDGE FILTER 200 (SQ.FT) U o H POOL TUROVER 2.40 (HRS) ONE StORY Q EXISTING CITY WATER SUPPLY DECK SURFACE N/A (SQ.FT) BABY FENCE(MAINTAINIA MIN 20"BETWEEN Y _ nanneievs-r'rGw/ THE BABY FENCE AND WATER EDGE)A Z U L) o — 0 o MINIMUM OF FOUR FOOTYARD `. m 4 LO LO m T PERMANENT ANCHORED � (y) 11 POST AS PER SECTION 424.2.17.1.2 FBC inuj o 0 LEGAL DESCRIPTION ,; . w a w LOT 23,LESS THE WEST 15 FT.AND THE WEST 45 FEET ' c - �w a: m w z w E.M OF THE LOT 24,IN BLOCK i OF SUBDIVISION c�'�"` M� ` ®�,v o ®a 3o O WATEREDGE,ACCORDING TO THE PLAT THEREOF,AS Ke Py�,� �"� >� = N RECORDED IN PLAT BOOK 9 ON PAGE 141 OF THE "' ��i��•0 0 © PUBLIC RECORD OF MIAMI DADE COUNTY,FLORIDA '�i� ��� ��i�� •• ©tC� ' Q W Q C Lu UJ U C) 9 << w w wce u Luw 80.00' O a w WZ Q 6Z CLd h J a a0 Q o ao w w r-. 0_ " Z3 p z z N.E. 91M TERRACE 0 N 1 of 5 SITE PLAN. scale 1 =20' PROJECT # 2 RESIDENTIAL SWIMMING POOL ENCLOSURE NOTES(F.B.C.R4101.17) POOL GENERAL NOTES. FILTRATION&PLUMBING REQUIREMENTS1. SWIMMING POOL WAS DESIGNED ACCORDING TO F.B.C.2010 RESIDENTIAL AND A-DESIGN FLOW RATE MUST NOT TURN OVER POOL WATER VOLUME ANSI/NSPI-8,ANSI/NSPI-5 IN LESS THAN SIX HOURS OR 36 GPM,WHICHEVER IS GREATER. RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH 84101.17.1 THROUGH 8.4101.17.3 °w o 1-THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES ABOVE GRADE MEASURED ON 2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO ASTM A-615.GRADE 60 B-WATER FLOW VELOCITY AT A MAXIMUM FLOW RATE MUST NOT v c B THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM 3. POOL BUILDER TO FOLLOW FLOTATION ANALYSIS AS INDICATED. EXCEED 8 FT/SEC IN THE RETURN LINE AND 6FT/SEC IN THE Q i W t 2�R VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 4. ALL POOL PIPING TO BE PVC SCHEDULE 40 AND BEAR THE NFS APPROVAL. SUCTION LINE. 0 V< LL 5. DISPOSAL OF POOL WATER WITHIN LOT LINES AND SUCH POUNDING SHALL NOT PERSIST C-SOLAR ACCESS STUBS MUST BE SEPARATED BY A MIN INCHES MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE I�WNEf9699 4 FOR MORE THAN ONE HOUR DISCHARGE. HORIZONTAL OR VERTICAL OF STRAIGHT PIPE. 4a! d ®® ° z SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE THE ( ) 6. WATER SUPPLY AND DISPOSAL SHALL BE INSTALLED IN A WAY SO THA THERE IS NOT A ti5� ®�, ~ BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE. D-BACKWASH OR MULTI-PORT VALVES MUST BE A,�3 Q�� WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE MAXIMUM CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM. THE DIAMETER OF THE RETURN PIPE,WHICHEV$q evER. ®gym w VERTICAL CLEARANCE BETWEEN THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF 7. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA FOUR TIMES THE AREA OF SUCTION010, ) E-DIRECTIONAL INLET FITTINGS ARE REQUIREf� , � THE BARRIER SHALL BE 4 INCHES. LINE. F-FOR POOL FILTRATION PUMPS,A LENGTH O�' TPE THAT ° 2-OPENINGS IN THE BARRIER SHALL NOT ALLOW PASSAGE OF A 44NCH DIAMETER SPHERE. 8. HAIR AND LINT STRAINERS SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA THREE IS AT LEAST 4 PIPE DIAMETERS SHALL BE INS* EF E THE 3-SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR TIMES THE AREA OF THE SUCTION LINE(4-DIA.MIN.). PUMP °UJ 9. ALL FLOOR&WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC.WITH A MIN.28 DAY r PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY HEAT PUMPS r®� COMPRESSIVE STRENGTH OF 3000 P.S.I. a.. JOINTS. A-4.0 MINIMUM C.O.P.AS PER AHRI 1160 LOW T a 10.ALL REINF.STEEL TO CONFORM TO A.S.T.M.A615 GRADE 60. 4 WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE B-ALL HEATERS MUST BE EQUIPPED WITH A %lk L11.ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT 0)m N w m DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS LESS THAN 45 INCHES,THE ON/OFF SWITCH ON THE OUTSIDE OF THE HEAD TALL o WELD JOINTS. i7 HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SHUTTING IT OFF WITHOUT ADJUSTING THE TH o N ro CO 12.IN ALL CASES,THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT dd%% SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1-3/4 INCHES IN WIDTH. "� Q CO EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND/OR SHORING,OR OTHER FILTER PUMP ENERGY EFFICIENCY REQUIRE MENT�I� �;,, ` epi Q � o i 5- WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN 1.PUMP AND PUMP MOTORS GREATER OF 1 HP MUST % C U 3 0 g THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES IN WIDTH. METHODS AS REQUIRED.THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE R U W w'6 Lo SAFETY OF EXISTING STRUCTURES. MORE SPEEDS. U) 6-WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE 2.PUMP AND PUMP MOTORS GREATER OF 1 HP,CONTROLS NEE _71 - DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES OR MORE, 13.THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN p D U U EASEMENT OR REQUIRED SETBACK AREAS.PLOT PLANS NOT PREPARED FROM LEGAL TO BE CAPABLE OF OPERATING AT A MINIMUM OF TWO DIFFERE Z -- r SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES. WHERE THERE ARE SPEEDS, d p a) DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL SURVEYS F THE EXISTING LOT AND RESIDENCE ARE INDICATED.POOL CONTRACTOR C� N NOT EXCEED 1-3/4 INCHES IN WIDTH. SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES.IF NECESSARY, 3.PUMP AND PUMP MOTORS GREATER OF 1 HP,DEFAULT (n NOT MESH SIZE FOR CHAIN LINK FENCES SHALL BEA 2-1/4 INCH SQUARE UNLESS THE POOL CONTRACTOR AND/OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO CIRCULATION MUST BE THE RESIDENTIAL FILTRATION SPEED.THE FENCE M PROVIDED WITH SLATS FASTENED AT THE TOP E BOTTOM WHICH REDUCE THE CONSTRUCTION. HIGHER-SPEED OVERRIDE IS NOT TO EXCEED ONE NORMAL CYCLE OPENINGS TO ID MORE THAN 1-3/4 INCHES. 14.DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. OR 24 HOURS,WHICHEVER IS LESS. 15.TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE 4.PUMP AND PUMP MOTORS GREATER OF 1 HP,SOLAR POOL 8-WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING DOES NOT EXCEED 102 DEGREES FAHRENHEIT. HEATING SYSTEMS ARE PERMITTED TO RUN AT HIGHER SPEEDS Y O 'J FORMED BY THE DIAGONAL MEMBERS SHALL BE NO MORE THAN 1-3/4 INCHES. DURING PERIODS OF USABLE GAIN. o Z U t'� 9-ACCESS GATES SHALL COMPLY WITH THE REQUIREMENTS OF R 4101.17.1.1 THROUGH R i O 4101.17.1.7 AND SHALL BE EQUIPPED TO ACCOMMODATE A LOCKING DEVICE.PEDESTRIAN SITE PREPARATION 5. SIZE THE PUMP BASED ON:POOL GALLONS/360 MINUTES AND 1.EXCAVATION SHALL REMOVE ALL GRASS.WEEDS,ROOTS,AND ANY DEBRIS.. SELECTING A PUMP FROM EITHER THE APSP OR CEC DATABASE O ACCESS GATES SHALL OPEN OUTWARD AWAY FROM THE POOL AND SHALL BE SELF-CLOSING w 2. EXISTING SOFT SILT AND ORGANIC SOIL LAYER SHALL BE REMOVED AND REPLACED WITH WITH CURVE A OR C LISTED FLOWRATE EQUAL TO OR LESS THAN 3 AND HAVE A SELF-LATCHING DEVICE. GATES OTHER THAN PEDESTRIAN ACCESS GATES STRUCTURAL FILL. CALCULATED FILTRATION FLOWRATE. (V a SHALL HAVE A SELF-LATCHING DEVICE. WHERE THE RELEASE MECHANISM OF THE � � o 0 SELF-LATCHING DEVICE IS LOCATED LESS THAN 54 INCHES FROM THE BOTTOM OF THE GATE, 3. SAND AND LIME ROCK SOIL CAN BE STOCKEDPILED AND USED AS BACKFILL. 6.A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS THE RELEASE MECHANISM SHALL BE LOCATED ON THE POOL SIDE OF THE GATE AT LEAST 3 4. ONCE THE ORGANIC LAYER HAS BEEN REMOVED,THE DEMUCKED SURFACE SHALL BE TO RUN THE POOL FILTRATION PUMP ONLY DURING OFF-PEAK COMPACTED. PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE INCHES BELOW THE TOP OF THE GATE,AND THE GATE AND BARRIER SHALL HAVE NOZ OPENING GREATER THAN 1/2 INCH WITHIN 18 INCHES OF THE RELEASE MECHANISM. 5.FILL THEM IN LIFTS NOT EXEEDING 12 INCHES IN LOOSE THICKNESS. WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC 6.EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH VIBRATORY COMPACTION PUBLIC HEALTH STANDARDS. ? � 10 WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER,ONE OF THE EQUIPMENT. 7.FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR "' FOLLOWING SHALL APPLY: uj 7.FILL SHALL CONSIST OF CLEAR SAND AND LIME STONE OR GRAVEL.FILL MATERIAL SHALL TURNOVER FLOW RATE. w w 1.ALL DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE HAVE A MAXIMUM PARTICLE SIZE OF WAND NO MORE THAN 10%PASSING THE No.200 A)POOL GAL1360=FLOW RATE(IN GPM) x 3 EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND SIEVE. B)DIVIDE GPM BY A NUMBER SHOWN TO FIND THE FILTERS J 0 o O ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 MINIMUM SQ FEET Q H c=i> SECONDS IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD CARTRIDGE=.375 SAND=15 DE=2 THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL SOIL STATEMENT: 8.MINIMUM DIAMETER OF BACKWASH VALVES MUST BE TWO O AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM SHALL BE EQUIPPED WITH AO-- Q Lu Q FOUNDATION SYSTEM HAS BEEN DESIGNED USING A PRESUMPTIVE LOAD-BEARING INCHES OR THE DIAMETER OF THE RETURN PIPE,WHICHEVER IS MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH ,n � U ::EDEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL CAPACITY OF 2000 PSF.THE SOIL COMPOSITION AT THE SITE CONSISTS OF LIMEROCK MIXED GREATER. V Z ua BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR. 9.SWEEP ELBOWS ARE RECOMMENDED. La Lu WITH SANDY MATERIAL.AT THE TIME OF CONSTRUCTION AND AFTER THE GROUND HAS BEEN Z U BROKEN A LETTER WILL BE SUBMITTED TO THE BUILDING OFFICIAL ATTESTING THAT A 10.RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT EXCEED 8 U 0 Q 2.OTHER MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING � Q REGISTER PROFESSIONAL ENGINEER OR ARCHITECT HAS OBSERVED THE SITE AND THE SOIL FPS IN THE RETURN LINE AND 6 FPS IN THE SUCTION LINE,AND < cn DEVICES OR DOORS WITH POSITIVE MECHANICAL LATCHING LOCKING DEVICES INSTALLED A ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE � W MINIMUM 54 INCHES ABOVE THE THRESHOLD,WHICH ARE APPROVED BY THE CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN WAS BASED ujw Lu REQUIREMENTS. r- ADMINISTRATIVE AUTHORITY,SHALL BE ACCEPTED. WHERE AN ABOVEGROUND POOL FOSSIL FUEL/GAS ^ O STRUCTURE IS USED AS A BARRIER OR WHERE THE BARRIER IS MOUNTED ON TOP OF THEo ELECTRICAL NOTES 7. A-78%MINIMUM FUEL EFFICIENCY FOR GAS-FIRED AND OIL L U w POOL STRUCTURE,AND THE MEANS OF ACCESS IS A LADDER OR STEPS,THE LADDER OR w Z 1.INSTALL WIRING AND DEVICES AS INDICATED IN POOL ELECTRICAL SCHEMATIC DIAGRAM. FIRED POOL HEATERS. y Z &iZ STEPS EITHER SHALL BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ' ' Q w INSTALL DISCONNECT SWITCH AT MOTOR IF NOT WITHIN 50'OF FUSED SWITCH AT SERVICE B-NO STANDING PILOTS FOR NATURAL OR LP GAS HEATERS. ch J w ACCESS,OR THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS 0 co 0: 00 THE REQUIREMENTS OF R4101.17.1.1 THROUGH R4101.17.1.9.AND R4101.17.1.12 THROUGH POINT.ELECTRICAL LIGHT CONNECTION TO COMPLY WITH NEC 660-1575 ART.680. POOL COVERS REQUIREMENTS 0 o 2. ALL METALLIC PARTS OF THE WATER STRUCTURE,INCLUDING CONDUITS,PIPING SYSTEM, HEATED POOLS AND IN-GROUND SPAS MUST BE EQUIPPED WITH A ^ n' 84101.17.1.14 w o REINFORCING STEEL OF THE POOL SHELL COPING STONES DECK FIXTURE HOUSING WHEN THE LADDER OR STEPS ARE SECURED,LOCKED OR REMOVED,ANY OPENING VAPOR RETARDANT COVER OR OTHER APPROVED MEANS � � CREATED SHALL NOT ALLOW THE PASSAGE OFA 4 INCH DIAMETER SPHERE. LADDERS AND THEIR SUPPORTS SHALL BE BONDED TO A COMMON BONDING GRID AND (INCLUDING LIQUID COVERS).HEATING SYSTEMS DERIVING 70%OR 3 i INDOOR SWIMMING POOLS. ALL WALLS SURROUNDING INDOOR SWIMMING POOLS SHALL GROUNDED TO A COMMON GROUND[680.26(C)].BOUNDING CONDUCTORS SHALL NOT BE MORE OF THEIR ENERGY SOURCE FROM SITE/RENEWABLE MEANS a (L o 0 COMPLY WITH R4101.17.1.9. SMALLER THAN A#8 COPPER WIRE. ARE EXEMPT. PROHIBITED LOCATIONS.BARRIERS SHALL BE LOCATED SO AS TO PROHIBIT PERMANENT 3. POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF(1)#8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER.LOOP SHALL BE FILTER PUMP CONTROL REQUIREMENTS STRUCTURES,EQUIPMENT OR SIMILAR OBJECTS FROM BEING USED TO CLIMB THE GROUNDED TO PANEL VIA POOL WALL STEEL,DECK REINFORCING,AND PUMP MOTOR ALL RESIDENTIAL FILTRATION PUMP CONTROLS FOR USE WITH A BARRIERS. CASING. MULTI-SPEED PUMP MUST HAVE THE CAPABILITY OF OPERATING A MINIMUM OF TWO SPEEDS WITH A DEFAULT TO THE JOB SITE REPORTING ANY INCONSISTENCY TO THE ARCHITECT/ENGINEER PRIOR ANY CONTRACTOR SHALL VERIFIED ALL DIMENSIONS AND CONDITIONS ON THE DRAWING AT THE f 4. NO RECEPTACLES SHALL BE INSTALL WITHIN 10' LOWER/FILTRATION SPEED AFTER ONE NORMAL FILTRATION CYCLE OF DISTANCE OF WATER EDGE. 2 O 1 S CHANGE REQUIERED,OTHERWISE THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY 5. ALL DISCONNECTING MEANS[ARTICLE 4041 AND SWITCHES MUST BE LOCATED AT LEAST 5 ILITY OF FT,HORIZONTALLY FROM THE INSIDE WALLS OF A POOL UNLESS SEPARATED FROM THE OR 24 HOURS,WHICHEVER IS LESS.(IF EXISTING CONTROLS ARE SUCH CHANGES AND ANY REQUIERED REVISION TO THE PLAN. POOL BY A SOLID FENCE,WALL,OR OTHER PERMANENT BARRIER[680.22(C)). REPLACED,THE NEW CONTROLS MUST MEET REQUIREMENT.) PROJECT # 2 I J'Awi.ENTRAPMENTVENT LIe g MAX LEHGHT TO EKCED 30 FEET- 4'-O' 1 Nr 51-11' 7'-T U W o SEE SHEET 3 FOR DETAIL LU 0 = W$ �p 0 vs NOLLC�x��( 0 0 y J LL INLET Q f W POOLOOPING F I- ELEV.6.12 W I I q N DEPTH ..1 I I I INLET b L POOL � I MAN DRAWANT"O �O _ LIGHT m I INLETDOUBS�E TER I W b L 0) LO W AWN DRAM 10 V UM WITH SAFETY VAC \ LOCK COVER I to 0 F- (V 0') M go LP Q ::6 C N \\ /� SKIMMER I U LL.I I § LLJ \\ I z� U_� \ 101M1 J20UAAXX Q.O � J ---------------------- FROM WATER EDGE U '1 212'DUAL POOL MALI DRAIN LINE (n 2'VACUUM LINE / 12'POOL RENEW I M3'S 06-ClC E.W.AT ANY POOL EOU�NT Y Q J PppL WALL CLOSER THAN s-D'TO ANY I �• EOUIPIAENT HOUSE WALL OR STRUCTURAL 0 Z U COLUMN m m HEATER Z CD N POOL PIPING. scale 1/8"=1' HATER N POOL LAYOUT. scale 1/s"=1' C� o CV J N O O L! Z PRESSURE GAUGE& OCARTRIDGE FILTER i�'! p I N p J = J PRESSURE RELIEF VALVE ♦ ` * LL d LL O200 SQ.FT. N/fOi may" •••• o Lt j Z W TIMER VENT PIPE MAX.LENGTH ``� SCC Taj •V� Q, �r 20 • 914<>-SALT FLOW VENT MAX OO O aoo,000 BTUHP RATE SIZES LENGTH "° N1 HP POOL WITH HAIR& NATURAL GAS W v w�� : C�LINT STRAINER HEATER WITH 3/4 55 gpm 1 29 LF r{; j;��: r2 QU 60 TDH SELF PRIMING INTERNAL VALVES • •(trook up by others 1 75 gpm 1�" 40 LF �under separate permit) 1.5 90 gpm 1 49 LF r'�j * •' Qv� z Lu W U 2 95 gpm 1 51 LF ���� p•• •O?e'e tr W C Q 4 J j/ 2.5 115 gpm 1 62 LF ��� ®�• < w w oPY 3 140 gpm 1 76 LF 111 161® Luw LU tJ��� MACHINE -Vent is designed to evacuate suction in 3 LU > a, �l� sec.or less r FBC 424 ❑ > �5j/ ��j/ \\ This safety vacuum relief system is a non _°z �j Z Z 6j Z e0% �pGv/ NO- \ mechanical vent system that will limit the t, Q W M ALL PIPE TO HAVE PLASTIC \ transmission of suction at the outlet to a m 0 CD 0: OD / PIPE PROTECCION EXPOSURE DE O TO SUN LIGHT AS PER maximum of 4.5'of mercury. a EL 3 FEET MIN.SPACING SECTION 424.1.6.4 / THE WATER VELOCITY WILL NOT EXCEED 10 FT/S. ® w w _ 'o 'O z z of a o 0 NOTE#1 (POOL THICKNESS) i PNEUMATICALLY PLACED CONC. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE TOP B - DRAWING THE JOB SITE REPORTING ANY INCONSISTENCY TO THE POOL FILTRATION SYSTEM 3 of 5 WALL THICKNESS 6 6" 6" ARCHITECT/ ENGINEER PRIOR TO ANY CHANGE REQUIRED,OTHERWISE THE FLOOR THICKNESS 6" 6" CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES AND EQUIPMENT SCHEMATIC ANY REQUIRED REVISION TO THE PLAN. SOIL BEARING CAPACITY 2000 PSF PROJECT # 2 VARIES SEE PLAN :L PRE-CAST CONC. varies see varies see �yjS COPING OR ALTERNATE Ci e. TYPICAL WALL AND DECK SECTION nts. TYPICAL WALL AND DECK SECTION nts U a w N COPING varies see PLAN DECK(do by other) TOELEV.(NGVD DECK O w P OF POOL WALL water One WATER LINE ct Q� K 3 M – 1 – – – o I 0,6<.J W I I Ir -11L=IIEII J -IICT-11 1 1 — — — — — — — — — — — — — — — — — jlV-0" 12 – Imo,IHII rn . —I o F_ FLOOD CRITERIA —I r 7 a k M w111111)0®A L1 II WELL COMPATED FILL J °LLI ° M �[ �I v. C-4 LO M n CONCRETE wa1 wi#3 rave00 –II Lto I�WAY,CC@WALL CENTER NE TYPICAL POOL SECTION nits 1/4"=1' ' °��' r_­4 0., it q)< � o MAIN DRAIN SEE DET.° w C w ,n THIS POOL IS NOT INTENDED FOR DIVING + j Z `°' `�- cn�' N '� N LO U M S"CONCRETE SLAB W/ I�I �O��p���•• a O Jb� #3 @ 9•C/C EA.WAY ty' III ����frrr 11 (n � I ��• ~' STEEL TEXT FORM 1W W 24•MAX COPING OR KRAFT BOARD 111�I11-11–I–I I� 2'x4"BLOCK 12"LONG I–� a water Me BOLTED TO WALL W13B"DIA. V Z TYPICAL WALL& DECK SECTION nts — BOLTS(2) o z U N SLIP- CONTRASTING 1-91011 MR, 2-12D NAILS m m O TILE NOSING ON 11- M � arLEADING EDGE I I8"(1YP.) 2-12D NAILS h ADJUSTABLE ++ E -,— COLLAR WEIR •• •• is _ E _4 _ _ I _l —I _• _• a I_ I I—I I 314"PLYWOOD �11 II _ Z R2'TREAD II–I ,I I1 1_1–IZ_ k I 2'x4'STIFFENER Jw IL LL_ #3 @ 9.=PERFORATEDP.pi BASKET STEEL GRADE STAKE w Z WI k I ON 4'-0"MAX CENTERS J O O air I-I 2 O SKIMMER DETAIL SWIMOUT DETAIL O not to exceed 101/6 of pool perimeter L g I ,"1 C IL Q w Q EXCAVATION SECTION nts. UNDISTURBED SOIL UI Z ,•� Z Lj 0 U 1r 1`(rr-0 Q Q w W Lu L rz H water One ANTI-VORTEX GRATE 1 1!r MAIN I— _ Q IS SOT N.MIN OF PEN AREA) DRAIN VENT. > 01 O (n> N 1117 LuC STEEL TO RUN 8•(MIN)CONC. _ W Z LQ N Z Q CONTINUOUS @ ALL AROUND O M J � OD _ AREA OF STEPS DRAIN SUMP.�, •• O 2'xa• 3/4"PLYWOODpp O p STIFFENS FOR SPACING Q 0 0 — SEE TYP WALL #3 AROUND •..,. Q 6 Q C SECTION THIS DRAWS @ 10 OIC " STEP E.W.W/18•MIN LAP TO s 7) Z LLJ Z FLOOR REINFORCING - 0 3 3 SLIP-RESISTANT CONTRASTING TILE NOSING HYDROSTATIC I I sa• I- r a D_ O O C ON LEADING EDGE RELIEF VALVE (ACCORDING FBC 4242212) 11/7 1-1/2"x 1 T PIPE _VARIABLE LENGHT PANEL ELEVATION nits. 212'PIPE SUCTION LINE TO PUMP A)(12-MAX).RISER HEIGHT MUST BE UNIFORM. DOUBLE MAIN DRAIN (DETAIL) TEMPORARY SHORING DETAIL q- �f S e):2"FROM THE UNIFORM RISER HT. WITH HYDROSTATIC RELIEF VALVE PER FBC 424.2.21.2 C)CONTRASTING TILE AT EDGES. D)240 SO IN.MINIMUM AREA OF FIRST STEP. PROJECT TYPICAL STEPS DETAIL _ 2 u JUNCTION BOX PRE-CAST 111111 NEW 200 A COPING a w o HOUSE SEE APPOVAL ELECTRICAL ,���® ti ffi 2#12 THWN CU. 2P GFI 20 AMP BREAKER PLANS FOR DETAILS �i 1#12 THWN CU.GRND. +low PANEL A BY OTHERS 5�-O��MIN. z ,���►v '' IN 12'C. 1 P 15 AMP BREAKER EXIST. �' %% ®�� °•'• s w+ rn 3 METER water li CD ;� in LL W o _ Z N M' TIMER O EXIST Z40 W ° J ZFPL s SERVICE 1"PVC +��j $ ° Q co 2#12 THWN TO PUMP 3-NO,2/0 THWN CU TOP OF FIXTURE d,��:• � !�0 0 2#12 THWN TO LIGHT WIRE IN 2"C. 1#12 GRND. �I '® s• o 6® _ 1#12 THWN CU.GRND. IN 314"C. � LLJ t 7 100 w Salt system #4 CONDUCTOR TO 20 FOOT 11 0_ L IN 12'C. CSI s1 w Go TX 1#4 THWN CU IN/4" SECTION OF FOUNDATION STEEL N Lo COND.TO CWP. STAINLESS STEEL LIGHT NICHE(12 VOLT) to N N CM TO COMPLY WITH S.F.B.C. d c 0 AND NEC 680 x p1 QLO��o �I #5 FOUNDATION N ° GFI RECEPTACLE 10'-0"DEEP GROUNDING REBAR MIN.20 FT. (SEE PLAN FOR LOCATION) U Ic 0 LI W vii pLO JB 6'MIN 20'MAX. ROD-5/8'DIAMETER LONG (n LO FROM WATER LINE SECTION UNDER WATER LAMP p a �_ w = HOUSE CONCRETE FOUNDATION Z O � J � GROUND WIRE SHALL C) O BE 18"FROM WATER BOND TO REBAR CAGE 300 W POOL PUMP EDGEIN 4 PLACES POOL LIGHT 1 HP,230V ---- -- ------------ #8 SOLID C.U.18"MIN POOL ELECTRICAL SCHEMATIC ° I i TO24•MAX FROM Y c CONTOUR OF POOL v r— Z U , I I 360 DEGREES WITH 4 A.ALL POOL ELECTRICAL WORK SHALL COMPLY WITH NEC. I L- O B.OVERHEAD CONDUCTORS ARE NOT PERMITTED OVER THE POOL OR WITHIN 10 FEET HORIZONTALLY FROM THE EDGE I p I EQUAL BONDING m m rl� (� POOL �I POINTS CONNECTED- Z O OF THE POOL UNLESS PROVIDED WITH CLARENCE TO COMPLY WITH NEC 68.8.. I " O '" I TO POOL STEEL C.PRIOR TO ELECTRICAL ROUGH,ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THIS DRAWING SHOWING REINFORCEMENT. o N .0 o ao EXISTING SERVICE WITH ADDITIONAL LOADS,CALCULATIONS AND EXPECTED AS BUILD CONFIGURATION IF DIFFERENT FROM THIS DRAWING. D.GROUND ALL BOXES,LIGTHS,MOTORS,LADDERS,ETC WITH#8 GROUND WIRE. I I I Iii E.IN ALL AREAS SPECIFIED IN 210.52,A 11 125 VOLT, 15 AND 20 AMP RECECTACLES SHALL BE LISTED TAMPER-RESISTANT BOND TO DECK REINFORCING IF J z —1 RECEPTACLESAS PER NEC 406.11 �'9 APPLICABLE u- D. u- F.POOL PUMPS MOTORS SUPPLIED BY 15 AND 20 AMPERE CIRCUIT MUST BE PROVIDED WITH GFCI PROTECTION AS PER `�� -,.TO PUMP MOTOR CASING Lu Z uj NEC 680.228 J O o O G.RECEPTACLES IN WET LOCATION SHALL BE LISTED TYP. BONDING DETAILO z N AS WEATHER RESISTANT TYPE NEC 406.8(B)(1) #8 SOLID C.U.18'MIN TO24•ALTERNATIVEDESIGN `n EQUAL TO THE EQUIPOTENCIAL BONDING GRID O Q H.ALL SWIMMING POOL PUMPS REQUIRE GFCI BREAKES AS PER NEC 680.22B REQUIREMENTS OF N.E.C.(680.26C) CL Q Lu U z La POOL LOAD SUMMARY LOAD CALCULATIONS BIOIARDS DECK z U Q GEN. LIGHTING:2166 SF x 3 VA/SF= 6498 VA w +3000 VA(SA)+1500 VA(L)-10,998 VA JUCTION FORMING DRAINS < W � a a w GEN.APPLIANCES 8 WATER HEATER= 28,000 VA BOXES(G) SHELLS <� w Q' Lu Y I LOAD SUB-TOTAL=38,998 VA POOL&DE HAND RAIL O m a DESCRIPTION WIRE CONDUIT (KVA) REINFORC G O� (-) O` POOL W/F PUMP 1 AT 100%= 1,750 VA STEEL V) iIi LLQ Z z 20/2 2 Q POOL PUMP #12 1/2' 1.75 FENCE METAL DOOR Z Q N M 15/1 1 Q POOL LIGHT/300 WATT #12 1/2" 0.30 POOL LIGHT AT 100%= 450 VA FRAMES,ETC<5FT oM0 O 00 SUB-TOTAL-2,050 VA WATER FROM WATER EDGE Q TOTAL-41,048 VA CIRCULATIO EQUIPMENT ww FIRST 10 KW AT 100% 10,000 VA w 0: 3r 3 TOTAL LOAD 2.05..VA REMAINDER 31,048 VA @ 40%= 12,419 VAa D o O (8.54 AMPS) A/C OR HEATING AT 100%= 10,500 VA ELECTRICALPOOL TOTAL DEMAND- 32,919 VA PANEL OVER MOTOR POOL ELECTRICAL SCHEMATIC NO SCALE 32,919 VA @ 240/120 VOLTS=137 AMPS GROUND BAR FIXED METALEDG 5 o I r 5 WATER FROM WATER EDGE HEATER(G) COMMON BONDING GRID DETAIL PROJECT # 2 a u �c Air If AML m tea UP I 9. m J W A• 1 fAIAMI SHORES VoLLAGE APPROVED I' ;ATE ZONING ���- STRUCTURAL 4 ELECTRICAL � v~� PLUMBING 'tEC.HANICAL KDG. >d9ECT C.Crj,A�l LWi CE 'a' it d .ALL FEDERAL hjE At-4D COUNTY RULES AND REGULA !-lis