The URL can be used to link to this page

587 Beach Ave POOL 2013 i CITY OF ATLANTIC BEACH t 800 SEMINOLE ROAD j � ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Jjilt Application Number . . . . . 13-00003250 Date 8/27/13 Property Address . . . . . . 587 BEACH AVE Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 62000 ---------------------------------------------------------------------------- Application desc NEW POOL ---------------------------------------------------------------------------- Owner Contractor KIRK & ANNE MARIE MOQUIN COASTAL LUXURY OUTDOORS LLC 2375 PONTE VEDRA BLVD S SWIMCRAFT POOLS LLC PONTE VEDRA BEACH FL 32082 320 ROYAL TERN RD S PONTE VEDRA BEACH FL 32082 (904) 806-0139 ---------------------------------------------------------------------------- Permit . . . . . . SWIMMING POOL Additional desc . . Permit Fee . . . . 103 . 00 Plan Check Fee 51 . 50 Issue Date . . . . Valuation . . . . 62000 Expiration Date . . 2/23/14 ---------------------------------------------------------------------------- Special Notes and Comments POOL - Wellpoint (if used) must discharge into vegetated area 10 ' minimum from street or drainage feature (swale, structure or lagoon) . 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV PRE APP > 3 HRS 25 . 00 STATE DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 103 . 00 103 . 00 . 00 . 00 Plan Check Total 51 . 50 51 . 50 . 00 . 00 Other Fee Total 79 . 00 79 . 00 . 00 . 00 Grand Total 233 . 50 233 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. m w.+w-•,..-.-.ww..,v++.....+..a*!*.rr•++^+w,- f.-r.n:e�,n.ra.._ ... m•-•-awm - ..,.a� 1 '__?F'S�"'°c^4 W"�!r�`��`te'sh5l^�sxr.. ?1 !�' .�te�t"'.«' t114•.'.52,?chi_: ILE CO Ad03 3113 1 /r�,.22--2013 AURORA CUSTOM HOMES, INC. P. O.Box 329 Ponte Vedra Beach,FL 32004 - Office(904)246-5400 Fax(904)246-1599 Atm: City of Atlantic Beach,Florida It is our full intention to apply for a building permit for our new residence located at 587 Beach Avenue. At this point,we'd like to be able to receive the permit to build the pool,because it is such an integral part to the foundation system of the home,because of it's layout and design. We understand the concern of the pool being constructed before the main residence building permit has been granted but our team is currently finalizing those documents,and we can assure you we will be applying for that in the coming weeks. If for some reason that we decide not to build,which we can't in all honesty foresee happening,then we understand that we must fill the constructed shell of the pool with dirt up to the existing grade. Thank you for your understanding." Sincerely, Anne Marie Moquin Date: 8-22-13 Owner: 587 Beach ve, Atlantic Beach. Florida 32233 11 )kMy L. ;5 ioo' AMY L.NISSEN MY COMMISSION#DD919243 ear EXPIRES:September 28,2013 141, Fl.Notary Discount Assoc.Co. 1400-3-NOTARY 0Z013 By BUILDING PERMIT APPLICATION D M CITY OF ATLANTIC BEACH U 800 Seminole Road, Atlantic Beach, FL 32233 AUG 13 2013 Office (904) 247-5826 Fax (904) 247-5845 JB�B Job Address: �gq �eAek, Arte Permit Num er: Legal Description �Q I�'a� ' L �(),1\-� ►C� AC.�l Parcel# 110 l S*4"(511( [) Floor Area ot Sq.Ft. Sq. t Valuation of Work$ 62,006 _ Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolitio pooUspa window/door Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): o N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: ,(w. 0,x Property Owner Information: � ` FILE iApy ! Name: R. Addrgss: S City State !' Zip 32233 Phone E-Mail or Fax# (Optional) Contractor Information: r/l oly• Alev i i 0 0 45ro-1 Ux u r y p y• 60M Company Name: CcgsQualifying Agent: i Address: J City 7 p►t!Ysoc�i�I t State—��Zip Office Phone 0 Job Site/Contact Number State Certification/Registration# Ll S 9,3y 0 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address work or installation has commenced prior to the Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no p issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners,etc. 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. I hereb certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type o work will be complied with whethers eci ped herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or lq#al w regulating construction or the performance of construction. c- Signature of Owner AA Signature of Contractor Print Name Q... Q 1... Q. U�1i.n... Print Name �C,t ..`n......�s-................ . . ... ... ................................. �o Swo o and su crib before me Swo o and subs ed before me this D 20 1 this Day of 20 3 Notary Pu Not CH AMY ''e MY C MMiSSiON At EE8320f 7 MY COM (( i�1726.10 EXPIRES September 03,2014 EXPIRES September 03.201(i �i4'+:59bOt50 fyrlY�yaryi�ryy�w -M17.M-0153 1'd!4-0t A FlprpoWpWrisniop oaw j ��fi�� City of Atlantic Beach APPLICATION NUMBER �S Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 it E-mail: building-dept@coab.us L Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �� ( CSV>E DqRartment review required Yes No u' Applicant: 004.5TA6 LRALrVanning &Zoning -7r-eZrMrninistrator Project: a O Lublic Work -lic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILD NNING &ZO Reviewed by: ate: EE ADMIN. Second Review: ❑Approved as revised" evise ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) s) 800 Seminole Road Atlantic Beach, Florida 32233-5445 2 0 Phone(904)247-5826 . Fax(904)247-5845 '�Jlif�r E-mail: building-dept@coab.us Date routed: City web-site: http://www..coab.us APPLICATION REVIEW AND TRACKING FORM A(Property Address: C �� (� Ch ZjV DgRgrtment review required Ye No & A4rV& TbM , u'Applicant: 0oCtS% L nning &Zon re drntnist a or Project: Ta Cublic Work Utilities Public Safety Fire Services oG Review fee $ U Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIC TION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. (Circle one.) Comments: BUILDING n ING &ZONIN Reviewed by ' Date: } J TREE ADMIN. Second Review: ❑Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 KJEW CFIV City of Atlantic Beach APPLICATION NUMBER BuildingDepartment AUG 1 4 2013 p (To be assigned by the Building Department.) 800 Seminole Road J3 Atlantic Beach, Florida 32233-5445 _ Phone(904)247-5826 • Fax(904)247-5845_- E-mail: building-dept@coab.us Date routed: Cityweb-site: http://www.coaab.us q APPLICATION REVIEW AND TRACKING FORM Property Address: �l C� jl/ DgRartment review required Yes No u1Ldi9&_, Applicant: 00a6TA- 6 LkWariltinning &Zoni r dministrator Project: a L ublic Works`- .9 Tym u 'c Utilities`'_ Public Safety Fire Services Review fee $ Dept Signature� Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING cX PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P OETY omments: U U PU IC S Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 RECETVT- T- City of Atlantic Beach AUG 14 2013 APPLICATION NUMBER �S 'l BuildingDepartment ts� p (To be assigned by the Building Department.) . .?I 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C�1 � De rtment review required Yes No Applicant: �0,26TA_ 6 �.�( G[ /' anning &Zoning re dministrator Project: *__POO Lublic Works`° _- 'c Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [*pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: '04__/_9_ Date: f�ll3 TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 NOTICE OF COMMENCEMENT State of ��off.CC 0 y� :.�. b 1 T V u x Folio No. County of ILE P To Whom It May Concern: { r� The undersigned hereby informs you that improvements w--1ne'ma3-e to c"e'rTatri real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTI OF COMMENC-FE T. l Legal Description of property being improved: L}' S a 6 0�tcK ?� � MI0. t4t, l� SUOC��Sli�fh,A h Address of property being improved: � A General description of improvements: �,VZ- (><((,1��t1(i_ u-) INQ, Owner: dres k�o�%u r\ Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: \' Contractor: ` [AkLIQA T)11,11-An 4& Address: - Q �{ � 2. Telephone No.: �� " 5 43 - Z, Fax No: �jg0 �- Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: p t Fore me th *personally of in the�oun f uval,�State Doc#2013209911,OR BK 16491 Page 258, Florida,hasred a A"(N Number Pages:1 tary Public at Large,State rida,Count of Duval. Recorded 08!13/2013 at 12:39 PM, D � Ronnie Fussell CLERK CIRCUIT COURT DUVAL commission expires: MON COUNTY •sonally Known: W— or RECORDING$10.00 Auced Identification: CHRIS A MYERS 'c ny:COMMISSION R EE832017 EXPIRES 3epternbe►03...2016. 119�jJlt�ti4 ssrwceaw� `., Doc # 2012067218, OR BK 15893 Page 1461, Number Pages: 2, Recorded 03/28/2012 at 11:19 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $0.70 THIS INSTRUMENT PRF.PARFD BY: Crabtree Law Group,P.A. R.R.Crabtree 8777 San Jose Boulevard Jacksonville,FL 32217 RECORD AND RETURN TO: Crabtree Law Group,P.A. 8777 San Jose Boulevard Jacksonville,FL 31217 RE PARCEL ID#:170157-0000 CONTRACT SALES PRICE:$100.00 TRUSTEE DEED THIS TRUSTEE DEED is made this 27th day of March,2012 by R.R.Crabtree and Oliver B.Avery,III,Co-Trustees of the Oliver B.Avery,III,Charitable Remainder Trust created under the Last Will and Testament of Dorothy N. Papazian dated July 22,2003, First Codicil to the Last Will and Testament of Dorothy N.Papazian,dated April 30,2008, and Second Codicil to the Last Will and Testament of Dorothy N.Papazian dated May 2, 2008,hereinafter referred to as Grantor,whether one or more,and whose address is 8777 San Jose Boulevard Jacksonville, FL 32217, to Kirk R. Moquin and Anne Marie Moquin, husband and wife,hereinafter referred to as Grantee,whether one or more,and whose address is 2375 S.Ponte Vedra Boulevard Ponte Vedra FL 32082 (Wherever used herein the tenn"grantor"and'grantee"include all the panics to this instrument and the heirs, legal representatives and assigns of individuals,and the sumessors and assigns of corporations.) WITNESSETH: THAT, the Grantor, pursuant to the powers and authority granted by the terms and provisions of the aforesaid Trust Agreement,and in consideration of the sum of Ten and NO/100 Dollars and other valuable considerations,in hand paid by Grantee,the receipt whereof is hereby acknowledged, hereby grants, bargains,-sells, aliens, remises, releases, conveys and confirms unto Grantee the following described land situate,lying and being in the County of Duval,State of Florida to wit: Lots 5 and 6, Block 20, Plat No. 1. Subdivision "A". Atlantic Beach, a subdivision according to the plat thereof recorded at Plat Book 5,Page 69,in the Public Records of Duval County,Florida. SUBJECT TO taxes accruing subsequent to December 31,2011. SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference shall not operate to reimpose same. TOGETHER with all the tenements. hereditaments and appurtenances thereunto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND Grantor hereby covenants with Grantee that Grantor is the duly appointed,qualified and acting Trustee under the aforesaid Trust Agreement and in all things preliminary to and in and about the sale and conveyance of the property herein described, the terms conditions and provisions of the aforesaid Trust Agreement and the laws of the State of Florida have been followed and complied with in all respects and that the undersigned Grantor has the full power and authority to execute this deed for the uses and purposes herein expressed;and that said land is free from all encumbrances. Page I of 2 Form software by:Automated Real Estate Scrvrces,Inc -900 3301295 File 120014PV OR BK 15893 PAGE 1462 IN WITNESS WHEREOF, Grantor has signed and sealed these presents the day- and year first above written. Sign)Medanddelivered in our presence: Oliver B.Avery,lU,GhaFiiebEs-F.ewgtnder `– —� Phyllis D.Vaccaro Trust Witness r� By: ,R.Crabtree �.. as Trustee Deanna Higdon Witness liver B.Avery,1fl I u l[a F1.• �i E><7:r'1 as Trustee Witness Witness J STATE OF FLORIDA COUNTY OF DWAL ]'he foregoing instrument was acknowledged before me this day of March,2012 by R.R. Crabtree, Co-Trustee of the Oliver B.Avery,III,Charitable Remainder Trust created under the Last Will and Testament of Dorothy N.Papazian dated July 22, 2003,First Codicil to the Last Will and Testament of Dorothy N.Papazian dated April 30,2008,and Second Codicil to the Last Will and Testament of Dorothy N. Papazian dated May 2, 2008. He has produced Driver's Lice a identification. Not ;Public, ounty end State Aforesaid PHYL=1AX ' 1 NY 7Notary Printed Signature �x.w,I,r rn My commission expires: STATE OF CALIFORNI COUNTY OF The foregoing instrument was acknowledged before me this$ day of March,2012 by Oliver B.Avery,11L Co-Trustee of the Oliver B.Avery,II1,Charitable Remainder Trust created under the Last Will and Testament of Dorothy N. Papazian dated July 22, 2003, First Codicil to the Last Will and Testament of Dorothy N.Papazian dated April 30,2008,and Second Codicil to the Last Will and Testament of Dorothy N. Papazian dated May 2,2008. He has produced Driver's License as idg0.tification. 1 dL t! ZIA Notary PubSi,Counly and S Af taid ff � STEVEN W.CAKE 7TH v/ ,,, +iA( l OL-t--e Coarrtdssion r 1945757 Notary Printed Signature Notary public-cai'A.ort a Riverside County My commission expires:-fit trt Coeur Expires JL4 29,201 Documentary Stamps in the amount of$.70 have been paid. Page 2 of 2 Form software by:Automated Real Estate services,Inc.-800.330.1295 File:120034PV FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION �'` Division of Water Resource Management F 3900 Commonwealth Blvd.,Mail Station 300 Tallahassee,Florida 32399-3000 Telephone(850)488-7708 NOTICE TO PROCEED Permittee Name: Permit Number: DU-442 Kirk R. and Anne Marie Moquin Permit Expires: January 28,2016 C/o James Blythe Content Design Group 100 North Laura Street, Suite 800 Jacksonville, Florida 32202 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all conditions of Chapter 62B-33, Florida Administrative Code, any preconstruction requirements, and all permit conditions. Project Description: Construction of a three-story, single-family dwelling, landward garage, swimming pool/spa,other structures/activities,excavation, and fill placement. Project Location: Between approximately 288 feet and 388 feet south of the Department of Environmental Protection's reference monument R-50, in Duval County. Project.Address: 587 Beach Avenue,Atlantic Beach. Special Instructions: A preconstruction conference is required. The permittee shall comply with all permit conditions. 4ale re ding this notice should he directed to the undersigned at the above address. es, PermitManager — �-- — 4I ` % Date /dw cc: Permit File Permit Information Center Trey Hatch, Field Inspector Kirk R. and.Anne Marie Moquin, Property Owner City of Atlantic Beach,Building Official Post Conspicuously on the Site DEP Form 73-131(Updated 2!06) ,�. TREE & VEGETATION AFFIDA ...:. City of Atlantic Beach v� Department of Community Development COPY ;1 Planning &Zoning Division . 800 Seminole Road Atlantic Beach, FL 32233 (P) 904 247-5800 (F) 904 247-5845 PERMIT# /3— �a Sy SECTION I -APPLICANT INFORMATION K Owner(s) __ Legal Authorized Agent* 3 NAME OF APPLICANT NAME OF COMPANY ADDRESS OF COMPANY J ��,�• _, J PHONE � 'J�'3�ZCo7.�jCELL �-1l�-D13� EMAIL CONTRACTOR CERTIFICATION NUMBER , ILA 3L. ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II - SITE INFORMATION STREET ADDRESS OF PROPERTY � +� ��►(_ �� FL 33 If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION LOT 5 BLOCK dl� SUBDIVISION REAL ESTATE NUMBER nC) o LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL V COMMERCIAL OTHER(SPECIFY) 1 affirm that 1 have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation" of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or 1 have participated in a pre-application meeting with the Administrator of those regulations. Subsequentlyll affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above- scribe r a acent properties in conjunction with this project. SIGNA F OWNER SIGNATURE OF OWNER Signed and sworn bef e me on this ay of C. S 201 by State of {,�, ►G �l Co u mJ� y of 13 J0 Identification verified: l� R Oath sworn: { Yes F_ No CHRIS A MYERS ° MY COMMiSStON A EE932ot�11, tary Signature ExPIRES3epcer►we+07.p" yCommission expires: REV-TVA-00.40•1.1 nowa.►bwr CPC1458340 COASTAL LUXURY 3653 Regent Blvd,Suite 203 CPC1457255 0 u r o 0 0 R S Jacksonville, 32224 Office 904-272--7946 or CPC 013600 Fax 866-609-2717 Moquin Residence 587 Beach Blvd Atlantic Beach, FL 32233 Group R-3 Impervious Calculations Lot sq ft-25,640 sq ft House sq ft—2,866 sq ft Pool Deck sq ft—827 sq ft Garage sq ft—1,216 sq ft Other Concrete Areas sq ft—231 sq ft Impervious Pavers sq ft—3,769 sq ft Total Impervious—34% Drawings Documents 1. Site Plan/Survey 2. Pool Drawing 3. Plumbing Drawing 4. ANSI—7 Documentation a. Simplified Total Dynamic Head Calculations b. Variable Speed Pump Data Sheet c. Cartridge Filter Data Sheet d. MDX3 Main Drain Data Sheet 5. Safety Barrier—Automatic Pool Cover Information 6. Storage Volume Calculations from builder Kevin Carroll Owner/Operator CPC 1458043 ' tFC1458340 3653 Regent Blvd,Suite 203 CPC1457255 Jacksonville,FL 32224 CPC013600 Aft COASTAL LUXURY Office 904-272-7946 r3� ` ! ~ � ?? Office 904-543-2626 " '! Fax 866-609-2717 FILE COPY _ _ .' ANSI/ASP-7 2006 requires the systems maximum flow rate be determined. The following simplified TDH calculated is the method used to meet those requirements: Simplified Total Dynamic Head (TDH) Calculations Customer Name: Kirk&Anne Marie Moquin Directions: Atlantic Blvd towards Beaches Address: 587 Beach Ave L-Ocean Blvd City,State,Zip: Atlantic Beach, FL 32233 L-Beach Ave Home#: 0 0 Cell/Work#: 0 Determine Maximum System Flow Rate: Minimum Flow Rate Required:35 gpm Per Skimmer 1. Calculate Pool Volume: 448 x 4.25 x 7.48(gal./cubic foot)= 14,242 (Surf.Area) (Avg.Depth) (Vol.in gal.) 2. Determine perferred Turnover Time in hours: 6 x 60(min./hr.)= 360 (Hours) (Turnover in Min.) 3. Determine Max Flow Rate: 14,242 / 360 = 40 + = 40 (Vol.in gal. (Turnover Mins) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 4. Spa Jets: x gpm per jet= 0 flow rate. (#of Jets) (Jet Flow) (Total Jet Flow Rate) (For single pump pool/spa combo,use the higher of#3 or#4 in the following calucations for the pool&spa) Determine Pipe Sizes: Branch Piping to be 3 inch to keep velocity @ 6 fps max.at 138 gpm Maximum System Flow Rate Trunk Piping to be 2.5 inch to keep velocity @ 8 fps max.at 117 gpm Maximum System Flow Rate Return Piping to be 2 inch to keep velocity @ 10 fps max.at 103 gpm Maximum System Flow Rate Determine Simplified TDH: 1. Distance from the pool to the pump in feet: 40 2. Friction loss(in suction pipe)in 2.5 inch pipe per 1 ft @ 117 gpm= 0.09 (from pipe flow/friction loss chart) 3. Friction loss(in return pipe)in 2 inch pipe per 1 ft @ 103 gpm= 0.16 (from pipe flow/friction loss chart) 4. 40 x 0.09 = 3.6 (Length of Suct.Pipe) (Ft of head/1 ft of Pipe) (TDH Suct.Pipe) 5. 40 x 0.16 = 6.4 (Length of Return Pipe (Ft of head/1 ft of Pipe) (TDH Return Pipe) TDH in Piping: 10 Filter loss in TDH(from filter data sheet): 7 Heater loss in TDH(from heater data sheet): Total all other loss: Total Dynamic TDH: 17 Select Pump and Main Drain Cover: Pump selectionF Variable Speed using pump curve for Simplified TDH&System Flow Rate Pump Model&Size in Horsepower Main Drain Cover MDX3 (System Flow Rate must not exceed approved cover flow rate) Make and Model " 1 . . CPC1458340 3653 Regent Blvd,Suite 203 CPC1457255 Jacksonville,FL 32224 CPCO13600 COASTAL LUXURY office 904-272-7946 Office 904-543-2626 Fax 866-609-2717 Determine the Number and Type of Required In-floor Suction Outlets: Check all that apply Op Op 20suction outlets @ 132 gpm max.flow(see note 2). 00 @ 00 3suction outlets @ gpm max.flow(see note 3). Aquastar Channel Drain @ 316 gpm max.flow rate. A&A Channel Drain @ 217 gpm w/2 port&278 gpm w/3 parts(see note 4). Notes 1. If variable speed pump is used,use the max pump flow in calculations. Date 2. For sides wall drains,use appropriate side wall drain flow as published by manufacturer. Contra or's Sign ture 3. Insert manufacturer's name and aproven maximum flow Kevin J.Carroll Contractor's Printed Name 4. See installation instructions for number of ports to be used. CPC1458340 Contractor's Cert. No. 5. In-floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI Al 12.19.8 and embossed with that edition approved. 904-543.-2626 Contractor's Telephone No. 6. Pump&Filter make, model and location can not change without submitting a revised plans and TDH worksheet. Flow and Friction Loss Per Foot Schedule 40 PVC Pipe Velocity-Feet Per Second Pipe Size 6 fps 8 fps 10 fps 1" 16 gpm 0.14 21 gpm 1 0.23 26 gpm 0.35 1.5" 37 gpm 0.08 50 gpm 0.14 62 gpm 0.21 2" 62 gpm 0.06 82 gpm 0.1 103 gpm 0.16 2.5" 88 gpm 0.05 117 gpm 0.09 146 gpm 0.13 3" 138 gpm 0.04 181 gpm 0.07 227 gpm 0.1 4" 234 gpm 0.03 313 gpm 0.05 392 gpm 0.07 6' 534 gpm 0.02 712 gpm 0.03 890 gpm 0.04 Estimate Your Savings Online Estimate your savings based on the size of your pool,your current pump (or one you're considering),and local utility rates at www.pentairpool.com. Just click on our Pool Pump Energy Savings Calculator. An important note about utility rates Posted rates and effective rates are not the same.Your base electric rate may be 10¢per kilowatt hour(kWh) or �I less,but the true effective rate is much higher,since you *s must also take into account: - 1.Added user fees and taxes (vary by state and provider) 77 2. In some states,rates increase substantially as a consumer uses additional electricity beyond a set baseline. 3. Many assess a surcharge per kWh during the summer when demand is higher. Safety lock-out feature(password So sophisticated, it's simple protected)prevents settings from being changed by anyone but you Programming IntelliFlo vs+svgs is as easy as setting the stations on your car radio. Display indicator SVRS mode With the pump running,simply press the speed button assigned to the operation is activated you want to manage.Then,just press the"up"or"down"button to increase or decrease the speed setting between 1 100 RPMs and 3450 RPMs. It's that simple to optimize water flow for any application.Of course,your pool professional can help you determine the perfect speed settings.And remember, as you change or add equipment and features,speed settings can be quickly adjusted to ensure the lowest amount of energy is consumed. Pump Performance Curves Function buttons to set speeds 100 for separate operations—filtration cycles,spas,cleaners,water features 90 and more so d Arrow buttons used to navigate zo through menus and change settings'., LL 60 Time Out button allows you to = so interrupt programmed schedules,as E needed,for a period you specify— 40 O schedules automatically resume after 9 ao the"time out'period ends 2 3110 RPM 3110 RPM Quick Clean button is used to 20 2350 aar7 . start filter backwashing or vacuum 1500 RPM cycles—at the optimum flow required io 1100R- Alarm Status you alerts a light of conditions 0 8 Y o zo ao 60 ao ioo izo wo 160 that may need attention(messages appear on How Rau in U.S.GPM LED display) $,1 1 2. The pressure gauge should indicate pressure when the system is operating. 3. The pressure gauge should be readable and not damaged in any way. 4. Replace the pressure gauge if it is not meeting the requirements of items D.1 through D.2 of this section, above. SECTION IV. TECHNICAL DATA A. Filter Pressure Loss Chart. B. Flow Rate Table. Residential Commercial Filter Pressure Loss Maximum Cartridge Maximum Cartridge Flow Rates Flow Rates s I Product# sq.ft. GPM GPH 1 6 hour 8 hour GPM GPH 6 hour 8 hour 31 I I I I 160314 50 50 3,000 18,D00 24,000 19 1,140 6,840 9,120 3.0u 160315 75 75 4,500 27,000 36,000 28 1,680 10,080 13,440 160316 100 100 6,000 36,000 48,000 38 2,280 13,680 18,240 � 13 p I 160317 150 150 9,00054,000 72,000 56 3,360 20,160 126,880 03 160318 200 150 1 9,000 54,000 72,000 75 41500 27,000 36,000 o.o o to .o so +a so no Po eo 0o mo uo I±o I?o la Flow Rale IGPM, (1) Recommended flow rate for residential is.5 GPM per sq.ft. (2) Commercial flow rate is a maximum of 375 GPM per sq.ft.of filter area. NOTE: Actual system flow will depend on plumbing size and other system components. 2 1 C. Replacement Parts. Item Part Number Description 3, 4 1 98209800 High Flow manual air relief valve 2 53003201 Pressure Gauge 3 178553 Lid,50,100 sq.ft.filter 4 178561 Lid,75,150,200 sq.ft.filter 5 59052901 Locking Ring 6 87300400 Body 0-ring 5 7 59016200 Air Bleed Sock Kit 8 59053500 Center Core,50 sq.ft.filter 6 9 59053600 Center Core,75 sq.ft.filter O 10 59053700 Center Core, 100 sq.ft.filter --- - 11 59053800 Center Core, 150,200 sq.ft.filter - --- 12 59054000 Cartridge Element,50 sq.ft.filter 8, 9, 10, 11 13 59054100 Cartridge Element, 75 sq.ft.filter ; 14 59054200 Cartridge Element, 100 sq.ft.filter 15 59054300 Cartridge Element, 150 sq.ft,filter 12, 13, 14, 15, 16 16 59054400 Cartridge Element,200 sq.ft,filter 17 178562 Bottom,50 sq,ft.filter 17, 18, 19, 20 18 178554 Bottom,75 sq.ft.filter 19 178563 Bottom, 100 sq.ft.filter 21 22 20 178560 Bottom, 150,200 sq.ft.filter 21 86202000 Drain Cap Assy. 22 51005000 Drain Cap Gasket 25 23 39104500 Union Nut"C"Clip 26 24 98212200 Union Nut 25 39102800 Union 0-ring 111101 Q I I 26 79304600 Body,Swivel 24 23 Rev. B 4-30-01 7 P/N 178 4 M9R[3 s VGB COMPLIANT DEBRIS DRAIN THE NEXT REVOLUTION IN SAFETY DRAIN TECHNOLOGY PARAMOUNT POOL&SPA SYSTEMS' MDX-R3 VGB 2008 COMPLIANT DEBRIS DRAIN EFFECTIVE- LY ELIMINATES DEBRIS THAT IS DELIVERED TO THE DRAIN AND OFFERS SEVERAL LAYERS OF ANTI-ENTRAPMENT PROTECTION FOR YOUR LOVED ONES. ■IAPMO TESTED TO MEET THE ANSI/APSP-16 TECT AGAINST HAIR AND MECHANICAL ENTRAP- 2011 ANTI-ENTRAPMENT REQUIREMENTS. MENT WHILE EFFICIENTLY ACCEPTING LARGE DE- BRIS. ■ RATED FOR A MAXIMUM SYSTEM FLOW RATE OF 132GPM. ■ FOR CONCRETE,VINYL,AND FIBERGLASS POOLS. i THE MDX-R3 SUMP HAS A 2' PORT TO AC- ■LARGE CAPACITY SUMP ELIMINATES PLUGGED COMMODATE A HYDROSTATIC VALVE. DRAIN SERVICE CALLS BY ALLOWING MOST DE- BRIS TO PASS THROUGH. ■ENLARGED SUCTION ELEMENT PROTECTS AGAINST HAIR AND CLOTHING ENTRAPMENT. N OUTSTANDING FOR POOLS AS WELL AS SPAS, OVERFLOW BASINS,AND FOUNTAINS,ANYWHERE ■SPECIALLY DESIGNED OPENING TO PRO- DEBRIS NEEDS TO BE REMOVED. 4 Pool Cover Specialists® Infinity 4000TM Electric Page 1 of 3 Pool Cover Specialists The Best Pool Covers in the World Call Free:1-800-369-5152 Dealer Lo in Search... Submit Query • Home • Products» • More Pool Cover Info» • Covers 101 • Cover Options» • Galleries • Videos • Service • Contact Infinity 4000TM Electric Home» Products » Infinity 4000TM Electric Infinity 4000TM Electric The Incredible Infinity 400011M Automatic Swimming-Pool-Cover System has revolutionized pool-cover technology for both New Construction and Existing Pools! The Infinity 4000TM automatic swimming-pool cover is Trade Certified... we don't just say we are the best...3rd party verification proves it! The Infinity 4000TM is simply the easiest to operate, easiest to maintain, and most consumer friendly automatic swimming-pool cover on the market. And with over 26 years of automatic swimming-pool-cover-manufacturing experience, we know how to help you choose the system that is right for your pool. Make the right choice...get your Infinity 4000TM today! The Infinity 4000TM Electric Automatic Pool Cover system uses advanced technology to maintain the aesthetics of your pool while offering safety and functionality. The track system is mounted in a way that makes it invisible when the pool cover is open. Using your pool cover will save money and time by keeping the pool more clean and helping maintain the temperature of the pool. The Infinity 4000TM Electric Automatic Pool Cover System Employs the Following Components: • Pool Cover Specialists® Stainless Steel Double Bearing Pulleys • Pool Cover Specialists® Cover Tube • Pool Cover Specialists® AccutrakTM Rope Reel System • Pool Cover Specialists® AccutrakTM End Castings • Pool Cover Specialists® Waterproof Submersible Motors • Fully Adjustable Side Arms Yll http://www.poolcovers.com/products/infinity-4000-electric/ /2013 Pool Cover Specialists® Infinity 4000TM Electric Page 2 of 3 h. ft-"ft-" ., ,�...• , as i.A-*UN w+N/&"to Each component of the Infinity 4000TM Electric Automatic Pool Cover System is created with premium aluminum and hard coated to prevent corrosion and increase durability. These quality components maximize the safety, functionality, and look of your pool cover. Pool Cover Specialists® Waterproof Submersible LSHT (Low Speed High Torque) Motors are the strongest in the industry providing consumers with more power and trouble-free operation. Find peace of mind and the best automatic pool cover options with the Pool Cover Specialists® Infinity 4000TM Electric Automatic Pool Cover. The Infinity 400TM Electric Pool Cover Makes Owning a Pool More Affordable This technologically advanced pool cover makes it easy to save money with a pool cover. By trapping the heat inside the pool,rather than allowing it to escape, you can save enough money on energy bills to pay for the cost of the pool cover installation. An Infinity 4000TM Electric Pool Cover Will Fit Any Size and Shape of Pool he pool cover mounting system, Deckmount ToptrakTM, used with the Infinity 4000TM Electric pool cover can fit any shape or size of existing pool. You can have an Infinity 4000TM Electric system installed any time. This pool cover system makes is easy to save money while increasing safety and enhancing the look of your pool. Invisible Infinity 4000TM Electric Installation is Available for New Pool Installations When you choose to install a new pool, the Infinity 4000TM Electric can be installed with the Recessed UndertrakTM system that makes the mounting system invisible. The pool cover housing system is also installed under the deck so you don't notice the pool cover when it is open. The Infinity 4000TM Electric Pool Cover is Available in a Hydraulic System If the Infinity 4000TM Electric pool cover doesn't meet your needs, this automatic pool cover system is also available in a Hydraulic system to better meet your needs. All Pool Cover Specialists® Infinity 4000TM pool covers meet and exceed ASTM safety standards so you have complete peace of mind. Call Pool Cover Specialists for your Pool Cover Specialists® Infinity 4000TM Electric Pool Cover today at (800) 369-5152 Share 13 0 Search for: �— Search Recent News • Who Has the Best Safety Camera for a Backyard Pool http://www.poolcovers.com/products/infinity-4000-electric/ 8/13/2013 FILE COPY �S Comp. By: RLC SSS �s`c. 1y Date: 8/12/2013 � � Public Works Department City of Atlantic Beach Permit No: 13-tbd Address: 587 Beach Avenue Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 25,640 ft2 Based on survey Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 7,964 25,640 1.00 0.31 Pervious 17,676 25,640 0.20 0.14 Runoff Coefficient(C)= 0.45 Runoff Volume V= 0.45 x x 9.3 / 12 V= 8,912 ft Postdevelopment Runoff Volume: Lot Area (A) = 11 1 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 25,640 1.00 0.39 Pervious 15,623 25.640 0.20 0.12 Runoff Coefficient(C)= 0.51 Runoff Volume V= 0.51 x 25,640 x 9.3 / 12 V= 10,185 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 10,185 - 8,912 DV= 1,273 ft Retention Stormwater Calcs AB-onsite Retention w-grnd 8/1 3 Comp. By: RLC Y Date: 8/12/2013 oil Jr Public Works Department City of Atlantic Beach Permit No: 13-tbd Address: 587 Beach Avenue Provided Storage: Elevation Area Storage (ft) (ft) (ft) 31., a BOTTOM 754 534 TOB Elevation Area Storage (ft) (ft) (ft) 27 BOTTOM 217 TOB Elevation Area Storage (ft) (ft) (ft) 0.0 0 0 BOTTOM 0.5 0 0 TOB Inground storage=A*d*pf A=Area= 971.0 d=depth to ESHWT= 6.0 pf= pore factor= 0.3 Inground Storage= 1747.8 ft3 Required Treatment Volume= 1,273 ft3 Supplied Treatment Volume= 2,403 ft3 Retention Stormwater Calcs AB-onsite Retention w-grad 8/12/2013 �:,..;,,4yw.:....,rrrw.+,v.>...•«.,c..�,au...,r.'.�Qwn�./Kcdc;tcc FILE COPS o �,�,Qa° cnav Florida Department of oGovernor mental Protection Environ Herschel T. Vinyard,Jr. FLORI A�- Bob Martinez Center Secretary 2600 Blair Stone Road Tallahassee,Florida 32399-2400 (Mail Station 3522) September 6, 2013 Kirk R and Anne Marie Moquin c/o James Blythe Content Design Group 100 North Laura Street, Suite 800 Jacksonville, Florida 32202 Dear Mr. Blythe: Acceptance of Foundation Location Certification Permit Number: DU-442 Permittee Name: Kirk R. and Anne Marie Moquin Project Address: 587 Beach Avenue,Atlantic Beach Project Location: Between approximately 288 feet and 388 feet south of the Department of Environmental Protection's reference monument R-50, in Duval County You are hereby notified that the foundation location certification for the referenced project was received on September 3, 2013, and reviewed by the staff. The location of the foundation of the dwelling seaward of the coastal construction control line, as certified, complies with the requirements of the permit. (The pool location seaward of the control line complies as well, although was not required.) You may proceed with construction as authorized. All terms and conditions of the permit, including the periodic reporting requirement, remain in effect. Please continue to submit the required progress reports from this point forward. If you have any questions,please contact me at the letterhead address(add Mail Station 300), by telephone at 850/921-7849,or by e-mail to valerie.jones(�dep.state.fl.us. Sincerely, Valerie Jones,Permit Manager Coastal Construction Control Line Program Division of Water Resource Management VJ/ cc: Kirk R and Anne Marie Moquin, Property Owners Trey Hatch,Field Inspector www.dep.stateftus FILE CQ ■ ?. TAI i j X j 3E�5 Regent Blvd,Suite 203 COASPM .Y ,r .�y_�r.��r�-e�^^=s Jacksonville, FL 32224 0 0 0 Office 904-543-2626 Fax 866-609-2717 M Atlantic >each Building Department800 Sen hole Rd Atlantic each, FL 32233 We wol like to submit a revision for the new in-ground pool at 587 Beach Ave, permit number 13-325(i We are adding a 14 x 14 sunken firepit are off the shallow end of the pool. We are also cha ed the steel requirement for the steel for the grade beams and pool. The pool was mistake i engineered for at 14ft deep pool. The pool is only a 3' — 5' —4.5' deep. Attache ire new engineered with the correct steel requirements for the depths of the pool and the sunt, t fire that has been added. All with the construction plans and survey showing the placemf of the new sunken firepit. The im1 vious square footage does not change because it is going to under the roof of the house. Below 1 list of document attached, along with the owner's, contractor's and engineer's informa, n. Propert, >wner Information I Permit i mber— 13-3250 Anne M ie Moquin ( � 587 Bez Ave 6 S Atlantic each E� Contact Information Coastal txury Outdoors, LLC Kevin J 'arroll 3653 Rf ;nt Blvd, Suite 203 Jackson le, FL 32223 904-54; 626 License umber CPC1458340 Email Kevingcoastalluxurypv.com i 3✓'""�e ;� . •,...�*y�u.tai xr FIL E COP Engineer's Information Luis Pontigo and Associates, Inc Luis A. Pontigo 420 Osceola Ave 904-242-0908 Jackson-ille Beach, FL 32250 Attached Documents 1. New Engineered Signed and Sealed Drawings with changes hi-lighted 2. New Site plan with changes hi-lighted 3. New construction drawing ., FILE Co O 0 I i �0 1 0 I I Uj �• V o i i I 15' ACCESS EASEMENT 0 0 ^0^ I a N n7 � cm I OFFICIAL RECORDS D I mo I � II N ORDS I I 1 VOLUME 7337 p CepLo 1 I 1 I i PAGE 571 �� '0 ' I J 3cm 1I 141 CY OF EXCAVATION • , U- � 1 I I I I 1 I III 010 921 CY OF FILL v; I 1 1 010 1 I 010I LO co 780 CY NET IMPORT FILL ; S I N N 0 Lo ALL ROOF DOWNSPOUTS I i p , p I o� 10� zo' 00 04 ° AND PAVED SURFACES II r? r? r_ o 0 TO DRAIN TOWARD DRY J I s N S REFERENCED T O NAVD 8 8 � N ALL ELEVA IO . o > r- 0 SWALES AND DISCHARGE �� x � � I 4raDhic ScIle. 111=1o' o � a� TO BEACH AVENUE i� I I _ _ _ _ _� I co o ccI'C'I 1 I I I I N )K 15.13 N BENCHMARK ASPHALT PAVEMENT MAG< N and DISC LB3672 n L,- - - - - - - - - - - - I-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I �I W SIDE WOOD POWER POLE d I IV I '17 'i t I CONCRETE WALK I \- 13. � v - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15. 0� _ - - - � - - - - - - - - - - - - - - - - - - - - - - - - -� ELEVATION 14.04 NAVD 88 12.90 _ 13.32 - 13.52 14.13 - - I I I z 12.69 XO L - - - -IJ I C NCRETE DRIVE 15. 0 I x15.6 I 15.1 13.7x x .1 .3 19.179.3 8.8 9.9 w x 12.6 0 1 _ 1 FO MER CCSL I 1 MES INV. - 13.00 14 I 16 -j W I I Q TELEPHONE-may , . , 4 CL �r, 12" PVC 1 15. 0 I I0I CABLE RISEF u 13 17 4.89 x Q \\\g , 1 16 17. 0 x I z Z cm/03 (D 17 15 11 � 12.79 y � ;. . . - 1 I Gd �, - 17. 0 �. 81, PVC 14 I I 1 14.88 �' t� 1 1 1 1 z 1 1 CrJ ; 7] x , I FFE = 17.90 1 FFE = 17.90 E = 17.90 1 I 3.63 17.75 I I J iI 1 16.8 17.90 15.02 17.90 1 1 < I 1 w 12.97 14.22 15. I w I � w 17.55 A III w � .. __ 1 L Y � � ii � iiia � R� �. _y- � t .� � i L=Lmj � fii � � � � � � 691± z 12 _ 16.50 17.07 I ii � � � � l ii � li , 17.80 .97 14.22 15.36 / i II U) 1 � i i ;;. �,�7 � 14.6 13.0 2 7. x 12.71 •70 4 PVC C.O. 14 07 1 6 II 1 TER x 14.02 17.70 I I I Q M RS 1 x I I V TEL SION CA RISER 15.28 16.12 ' 11 �� .90 4 17.36 FFE "'=.81 .90 16 x i I ■� 1 - 17 x15. � I 16 15.52 x 14.03 W �G - - � I I wooD � 1 15.09 15 .� - - - -� - - I IIIIIISTEPS C4 U Z i 8 PVC 17 14 I ct sz I 14 DOWNSPOUT (TYP.) � I pq 13 I 16 15 i 10 0� � 1 I 00 x 14.03 14-59 �••�••1 WOOD 1 14.91 x x 5.6 POWER 14. 15 - 1 POLE - I I MES INV. - 13.15 15 6 15.6 1 12 4 146 110 I I 113.4 -x x 7.7 12.97 x � 13.9 6 W00 F 16.0 4' WOOD FENCE 10• I i 18 2 13.05 xl BRICK 13.8 . � .70 CCCL TO FORMER CL I I � coLUMN33.99 TO CCC 171 01U) 0 .0 D - n oI m ' I 1� AME a- ! I X r- � TWO S`�ORY FR W I o o 1 z: R SSI D EN CE V) I 0 I WOOD DECK o i 0 lo. 555 I o i l z Cn I 0 July 18,2013 DC7 r O 72� Cn \-SANITARY SEWER TO CONNECT TO EXISTING SYSTEM ! i Site Grading & 0 :-01- T UTILIZE FILT�:R SYSTEM WITH DISCHARGE TO I i o Utility Plan z 0, POOL BACKWASH 0 I I 1 c� SANITARY SEWER SYSTEM a , I r= z 0 . I m -Z . 1 iProject Overview CUSTOMER INFORMATION BUILDER/LOT: 5&6 CUSTOMER NAME:Moguin ORANGE BARRIER FENCE ADDRESS: 587 Beach Ave SUBDIVISION: ,. •amt .< („ Sorts Pool 3' - 5' - 4.5' CrrY:AtlanticBeach STATEN ZIP CODE:32233 p To be installed and replaced after each HOME PHONE: WORK/CELL: FILE COPY Automatic Pool days activity DIRECTIONS Cover per safety code Atlantic Beach towards the Beaches + a►, L-Ocean Blvd, L-Beach Ave 1-- ------------------I Tanning POOL SPECS Shelf SIZE:14'x 3T DEPTH:3' S 4.5 1 SQFr:448 sq ft PERIMETER:92 sq ft 1 1 EST TOTAL GALLONS:14,242 SKIMMERS:1 Skimmer 1 RETURNS:3 Returns LIGHTING:2 LED Lights REQUIRED: I �" SPECIAL: Equipotential Bonding Grid ; j 4" - 6" deep and 18" -24" from SPA SPECS water's edge. Connected at 4 1 14' 1 SIZE: RAISED HEIGHT: g I ; Pool Deck by Rn4ErER: bonding points. 1 1 EST TOTAL GALLONS: SPILLWAY:24"cutout Tie Spillway 1 Swimout homebuilder LIGHTING:LED Light HEATER: #OF SPA LETS: 4 COMPUTER:LX 100 N j BLOWER: SPECIAL: 1 1 EQUIPMENT 1 1 POOL PUMP:Variable Speed Pentair Pump FILTER:150 Cartridge t t CHLORINATOR.InteMchlor CLEANING SYSTEM:PCC 2000 11'x. 1 I 1 HEATER:GeoThetmal PH CONTROLER: 1 i I 1 OTHER: 1 1 DECK 1 1 POOL DECK MATERIAL:To be Determined by SQ FT t 1 1 COLOR: PATTERN: COPING: SPECIAL: 1 1 I 1 . LANAI MATERIAL: SQ FT 1 COLOR: PATTERN: L———————————————--— —k SPECIAL: INTERIOR SELECTIONS Steps TILE: DECO: STEPS/SWIMOUTS: PLASTER: POOL SPECIAL: Equipment in Garage SCREEN ENCLOSURESIZE:N/A walls: TYPE: SCREEN MESH: COASTAL LUXURY OUTDOORS ADDRESS: 3635 Regent Bbd Suite 203,Jacksonville,FL 32224 PHONE:904272-7946 FAX: 866-609-2717 EMAIL:KevinOcoastailtomrypv.com CONTRACTORS LICENSE:CPC1458340,CPC1457255,CPCO13M Safety Features Legend Key PCC 7000 :Controls for STUB FOR LEANER:SWb uo at t 4®SIOMMERS: (1) s TO i0� 1 � �°i1ir P;,,,---- swbic t Una:I"w,at:t BRANCH PIPING: 3.0 Baby Barrier per safety code Pool ' t:Tg of ' V INFLooos:ptaement darminW ROW4AC:W b66w Fence of i ELEVATION: _ Fee per safety code COASTAL LUXURY I6�tw� r t n SPA MAIN DRAINS: st Iant A•' n VAC Muorroc LINE: TRUNK PIPING: 2.5 `v m. Screen Enclosure per safety code MDX Main Drains:2 • DEBRIS cnNiST1ER:Debris CanlsOer RETURNS: 3 14-16" ® _X_Automatic Pool Cover per safety code SPA�:Placed © O RETURN PIPING 2.0 van®L'm.:Vent to Atnneot�ar. CUSTOMER INFORMATION BUILDER/LOT: 5&6 CUSTOMER NAME:Moguin ORANGE BARRIER FENCE ADDRESS: 587 Beach Ave SUBDIVISION: To be installer! and replaced after each CITY.Atlantic Beach STATE:FL ZIP CODE:32233 days activity HOME PHONE: WORK/CELL: DIRECTIONS •• .. .................................................... Atlantic Beach towards the Beaches .............................................................................. .... ..-.. ................................................. L-Ocean Blvd, . :. -------------------------------i::a:--......... •. .. ssusul uu .. .... . .. .. :::::::::: :::.. :1 1• L Beach Ave E 1 POOL SPECS SIZE:IV x 32• DEPTH:X-5-4.5' C I i SQFT:448 sq ft PERIMETER:92 sq ft :1 EST TOTAL GALLONS:14,242 SKIMMERS:1 Skbnnw t; ............................................................................. 1 RETURNS:3 Returns LIGHTING:2 LED Lights C1 �' SPECIAL' i SPA SPECS I 'CI 14, SIZE: RAISED HEIGHT.• EST TOTAL GALLONS: SPS.WAY.24'cutout lie Spiihvay j LIGHTING:LED Light HEATER: :1 CI ————————————————————————————— — J OFSPA IETS: 4 COMPUTER LX 100 BLOWER: SPECIAL: I II CI 1 EQUIPMENT POOL PUMP:Variable Speed PerltaM'Pump FITTER:150 Cartridge C 1 1 ........................................................................ .. InteNchbr CLEANING SYSTEM:PCC 2000 CHLORINATOR :1 HEATER:GeoTbermai PH CONTROLER: OTHER, R ... DECK IC•........................................................................... POOL DECK MATERIAL:Tobe DetermNted by SQ FT COLOR: PATTERN: :1 1: ....................................................................... COPING: SPECIAL ::.............. ..... CI 1� ...................................................................... .. LANAI MATERIAL: SQ FT .1 IC COLOR. PATTERN, , SPECIAL: '? 1 R. INTERIOR SELECTIONS C I 1.. :1 ICC TILE: DECO: C I 1•� STEPS/SWIMOUTS: PLASTER: I: 1 1:: SCREEN ENCLOSURE CC1 IC SIZE:N/A WALLS: tCC TYPE: SCREEN MESH: COASTAL LUXURY OUTDOORS C 1 ADDRESS: 3635 Regent Blvd,Sulbe 203,)acirSomiNe,FL 32224 PHONE:904-272-7946 ' 866-609-2717 EMAIL:Kev 0wasta1mfypv.com . ©. CONTRACTORPC S LICENSE:C1458340,CPC1457255,CPC013600 Safety Feature i)�SIaMMEl6: tsi �' 1� xc zaoodutu:c stun MR sad .c Ei.�e+r�u�.:r c�dwe BRANCH PIPING:3.0 ® Baby Barrier per safety code Pool t T of ' t INP�R�EARS:Phanrnt dsexminsd R0807 AQ Ir below of ELEVATION: Fence per safety code COASTAL LUXURY � � � SPA MAIN IIRAINS: ae I.ut A^ by nwmftcwm VAC MUDNOG LINE: PIPING: 2.5 Screen Emlosure per safety code v aarc MOX Main Drains:Z • DEBRIS CANISTER:Debris Caoiseer RETURNS: 3 4"-16' ® _X_Automatic POOL Cover per Safety code SPA UAT:Plr cid ® ° " 0 c m vin irs:Vent to Aar or oh«r. RETURN PIPING: 2.0 i DESIGN CRITERIA ,e : r DESIGN CODE: ROOF COVERING SPECIFICATIONS:_ REINFORCED CONCRETE (CONTINUED) 2010 FLORIDA BUILDING CODE - RESIDENTIAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED CONCRETE SLABS ON GRADE: COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS DESIGN LOADS: ACTUAL AND UNIFORM ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICALS ROOF CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' ACI 315. SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. ROOF LOADING Lou Ponti go and TOP CHORD LIVE LOAD (ed=1.25) INSTALLATION MANUAL. AND THE MANUFACTURERS REQUIREMENTS. STANDING SEAM METAL Associates, Inc. TOP CHORD DEAD LOAD 20 psf ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. SAWCUTS (FOR SLABS ON GRADE WITHOUT REBAR): BOTTOM CHORD LIVE LOAD 20 psf (CLAY TILES) MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 5'x5' GRID WITHIN 12 HOURS 420 Osceola Avenue 10 psf AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. SLAB BOLSTERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL,SUCH OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB AND WHERE SHOWN ON lax. Beach,Florida 32250 BOTTOM CHORD DEAD LOAD 5sf THAT 2 INCH MINIMUM CLEARANCE IS MAINTAINED. Ph. 242-0908 Fax. 241-9557 P DETAIL 13/S1.01. CALL EOR FOR ALTERNATIVE METHODS. PRESSURE TREATED WOOD FRAMING SPECIFICATIONS: FL:CA#8344 SC:CA#3579 r FLOOR ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST CONTACT US WITH YOUR COMMENTS FLOOR LOADING SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. PRE-ENGINEERED SYSTEMS Comm j,(ds, .i +14, OM TOP CHORD LIVE LOAD (cd=1.00) SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR DESIGN OF PRE-ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE A �/ TOP CHORD DEAD LOAD 40 psf NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED DESIGNED/ENGINEERED BY OTHERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. °� ••.•••"""•••.•• 20 psf \CE/� BOTTOM CHORD LIVE LOAD P HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE \' `S�`•'•�'O ; BOTTOM CHORD DEAD LOAD psf sf BE STAINLESS STEEL. REINFORCING, U.O.N. PROJECT STATE. REVIEW OF SUBMITTALS BY THE STRUCTURAL 1Vo. 53311 DEFLECTION CRITERIA: TIMBER FRAMED BEARING WALLON TES: SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. A ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO THE " 7.46 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SPF#2. MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH ARRANGEMENT AND SIZES OF MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS ';• �rArE F FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P.T. (SEE ABOVE) SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. AND THE CONTRACTORS INTERPRETATION OF THE DESIGN INFORMATION INCLUDED IN THE :�O,r�;•. CRIpP ••o�� N I " ANYRESPONSIBILITYORACT DO BUMTYTFOR THES. HACTUTALv DESIGNBY EOFTRSUCHRSYSTEMAL IS.EECONTRACTOR HASR SHALL NOT FULL ',��°' S�0NgI ENG 3. SILL PLATE ANCHORS -Y2 x6 EPDXY ANCHORS @ 48 O.C. MAX L' 4. STUD SIZE & GRADE PER STRUCTURAL PLANS. SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN 1 -6 %.,,,,,,,� o .«,. WIND LOADING: 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. PAST OUTERMOST CHAIR OR SUPPORT BAR. RESPONSIBILITY FOR DIMENSIONAL ACCURACY AND CONFORMANCE WITH THE INFORMATION l # BASIC WIND SPEED (ASCE 7-10) -------------- 130 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS, U.O.N. CONTAINED IN THE CONTRACT DOCUMENTS. IMPORTANCE FACTOR ---------------------- 1.00 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. MAIN HOUSE PILE FOUNDATIONS: PRE-ENGINEERED SYSTEMS SHALL INCLUDE WOOD FLOOR & ROOF SYSTEMS, ALUM. & GLASS REVISIONS DATE 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FOUNDATION IS SUPPORTED BY 14" DIAMETER AUGER CAST PILES WITH A GROUT MEAN ROOF HEIGHT ----------------------- 35.0 FT FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. STRENGTH OF 5000 PSI, A CAPACITY OF 26 TONS IN COMPRESSION, 8 TONS IN TENSION WINDOWS, DOORS. SEE GENERAL NOTES FOR DESIGN CRITERIA AND ADDITIONAL AND 2.6 KIPS IN SHEAR. AS PER GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL REQUIREMENTS. FOOTINGS, HOLDDOWNS, FASTENERS, ETC. INDICATED WITHIN WHICH SUPPORT ROOF PITCH ---------------------------- VARIES GALVANIZED METAL_STRAPSAND FASTENERS ENGINEERING SCIENCES, UES PROJECT No. 0930.1300083.0000, UES REPORT No. A PRE-ENGINEERED ITEM ARE PRELIMINARY AND SUBJECT TO CHANGE AFTER REVIEW OF THE BUILDING CATEGORY ----------------------- II 1038313, DATED MAY 28, 2013. THE PILE DEPTH HAS BEEN ASSUMED TO BE -14.4' PRE-ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO EXPOSURE CATEGORY ---------------------- D ALL METAL STRAPS AND HANGERS SHALL BE GALVANIZED G185 (1.85 oz/FT^2) OR BETTER. NAVD. THE BUILDING DEPT. AS A DEFERRED SUBMITTAL TO THE PERMIT DOCUMENTS. ENCLOSURE CLASSIFICATION ----------------- SIMPSON PRODUCTS SHALL BE Zmax GALVANIZED. ENCLOSED FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, INTERNAL PRESSURE COEFFICIENT -------------- t 18 HANGERS AND STRAPS INSTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ET., SEE ARCHITECTURAL PLANS.DO NOT SHOP DRAWINGS: BE STAINLESS STEEL. SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON THE STRUCTURAL SHOP DRAWING REVIEW IS INTENDED TO HELP THE ENGINEER VERIFY HIS FIELD ALTERATION S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL DESIGN CONCEPT. THE REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONTRACTOR SHALL CONTACT LOU COMPONENTS & CLADDING DESIGN PRESSURES PONTIGO$ASSOCIATES PRIOR TO ALL WOOD FASTENERS (NAILS, SCREWS, BOLTS, ETC.) SHALL BE HOT DIPPED GALVANIZED TO PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF CONCEPT AND DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE DESIGN MAKING ANY STRUCTURAL FIELD MEET THE SPECIFICATIONS OF ASTM153 OR BETTER. FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF DRAWINGS AND SPECIFICATIONS WHICH HAVE PRIORITY OVER SHOP DRAWINGS. THE MODIFICATNTENTOFTHEOIONS WHICH VARY TRIBUTARY INTERIOR FROM THE INTENT OF THE ORIGINAL EDGE STRIP (PSF): CONTRACTOR IS RESPONSIBLE FOR CONFIRMED AND CORRELATED DIMENSIONS, FABRICATION CONSTRUCTION DOCUv1ENTS.ANY AREA (sf) ZONE (PSF) 'a' = 4'-6" RECORD (EOR) PROCESSES, MEANS, METHODS, TECHNIQUES, SAFETY AND COORDINATION OF THE WORK WITH BEINGELD ALTERNATIONS APPROVEDODPO TIIG TO FASTENERS INSTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS , ASSOCIATES MAY OTHER 10 +30.4 -33.0 +30.4 -40.7 STEEL. OTHER TRADES. IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK HIS OWN SHOP ADDITION ENGINEERING OR IN SHEATHING SPECIFICATIONS: POOL AND EXTERIOR PATIO NOTES DRAWINGS AND THOSE OF HIS SUBCONTACTORS. 50 +27.2 -29.8 +27.2 -34.3 5 DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 ROOF - MIN. /8», 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.131x3 RING THE STRUCTURAL SHOP DRAWINGS SHALL BE CHECKED BY THE CONTACTOR PRIOR TO 100 +25.9 -28.4 +25.9 -31.6 SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL LIVE LOADS: SUBMITTAL. THE SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF A CURSORYF I SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). POOL DI=CK 50 PSF REVIEW SHOWS MAJOR ERRORS WHICH SHOULD HAVE BEEN FOUND BY THE CONTRACTOR'S CHECKING. ALL SHOP DRAWINGS SHALL INCLUDE PLAN LAYOUTS SHOWING LOCATIONS OF THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WALL - MIN. 7&,,", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, ALLOWABLE UNIT STRESSES ITEMS DETAILED ON THE SHOP DRAWINGS. ANY CHANGES, SUBSTITUTIONS OR DEVIATIONS WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SEE PLAN FOR INCREASED NAILING CONCRETE: (PER ACI 318) FROM THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS. ANY OF THE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED REQUIREMENTS AT SHEARWALLS CHANGES WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONCRETE: CONSIDERED REVIEWED AFTER ENGINEER'S REVIEW UNLESS NOTED ACCORDINGLY. THE O J • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH FLOOR - 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON STRUCTURAL POOL SHELL f'c = 4000 PSI SUBMITTED SHOP DRAWINGS WILL BE REVIEWED BY THE ENGINEER OF RECORD IN A TIMELY POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. @ 6" O.C. EDGE & FIELD STRUCTURAL SPA SHELL f'c = 4000 PSI MANNER NOT TO EXCEED TWO WEEKS, PRESUMING ALL NECESSARY SHOP DRAWING r/ LL SUBMITTAL CRITERIA HAVE BEEN MET AND ALL PERTINENT SHOP DRAWING DOCUMENTS • LINEAR INTERPOLATION IS PERMISSIBLE. MASONRY SPECIFICATIONS: STRUCTURAL GRADE BEAMS f'c = 4000 PSI REFLECT THE MOST CURRENT CONSTRUCTION DOCUMENTS. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE STRUCTURAL PILE CAPS f'c = 4000 PSI • PLUS = PRESSURE AND MINUS - SUCTION. CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05 GROUT SHALL BE IN ACCORDANCE WITH AUGERCAST CONCRETE ANCHOR PILE f'c = 5000 PSI > 7 ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2500 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" REINFOf�CMENT: ASTM A615 - GRADE 60 • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE II � z DESIGNED FOR EDGE STRIP PRESSURES. TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND AUGERCAST ANCHOR PILES INSTALLATIONOF ALL FLASHING. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 1) MINIMUM 14 DIAMETER 7 W LOAD-BEARING (CMU) TYPE 1 GRADE N-1 NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET 2) MINIMUM TIP ELEVATION -4.5' NAVD THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. STRENGTH OF 1900 psi (f m=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL 3 ADD 6-#5 w/ #3 TIES AT 12" O.C. REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE �D BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". DEP DESIGN CRITERIA: Cs ,OFC�CCDL�' Fi A C MASONRY STEMW L S: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, THE POOL AND SPA HAVE BEEN DESIGNED AS AN EXPENDABLE STRUCTURE INQUPE�nrF7�GCLL, U GENEDAL NOTES A _ A L ACCORDANCE WITH SECTION 62B-33.007(3)(1) FLORIDA ADMINISTRATIVE CODE. R`�D C CE E GRADE N 1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE S MORTAR. WALL COURSING By,. `4ND� 01y� M MATERIAL SPECIFICATIONS: SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING cc - ONS. VERTICAL REINFORCEMENT WITH 4000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN PAVER & POOL BACKFILL NOTES: D REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED g�6j ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT I. THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION. THE PLUMBING SHALL !3 z 307 OR ASTM F 1554 GRADE 36. BE SECURED AND PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH. CORNER, WALL END, AND WALL INTERSECTIONS. BACKFILL SHALL BE CLEAN SAND, FREE OF ROCKS AND DEBRIS PRODUCED DURING ptannin'tyOfAtiantic 00 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY EXCAVATION OF THE POOL AND ANY ORGANIC MATERIAL, MUCK OR MARL. Zp+s approv g andZoning p ach r ^ ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH de Ins, subt verif+es epart�ent LJ J METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO e/ ' d;vis! COmpha ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES PROVIDE HORIZONTAL JOINT BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12"AND COMPACTED TO 90% OF a�,pr°v", fort reguta n and Rance with EXTERIOR SHALL BE GALVANIZED. With Florida the is tons b other applicable REINFORCEMENT AT 16 O.C. VERTICALLY, (EVERY OTHER COURSE). LAP JOINT REINFORCING THE MATERIALS MAXIMUM DENSITY. /neat s da gu;idi Seance' ut does tOcal able z REBAR ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS rn. St-,t n . Of n t RETROFIT 'st he e and Code Permit of CO and / SHALL BE A MINIMUM OF 6". S& ver. Fed and s, c stitu 1 ach f. era ai o to d , r t m SHALL BE 12 BAR DIAMETER MINIMUM HOLES SHALL BE / LARGER THAN f3 gu;;-I iT . per allot. pt+a 4 a " ell ,.Ir SIG.n +nlr era nee d, c t II. WATER WANDING OR JUKING DOES NOT CONSTITUTE PROPER BACKFILLING n .. o< .� atu� 'n ppi; O REBAR SIX AND t " LARGER THAN THREADED ROD SIZE. U.O.N. / Ferntit f+c'?t prior°f theCre4wre "able / ) A +t, er 8 ( COMPACTING AND SHALL NOT BE CONSIDERED AN ACCEPTED METHOD NO EXCEPTIONS. n t° r pr � ) o s A ov t t CLAY MASONRY ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL BRICK SHALL BE IN ACCORDANCE WITH ASTM C62 C216 OR C652 FOR BUILDING BRICK �n ed ey; �Z he issuan e ant;a CARTRIDGE INSTALLATION ONLY): FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. III. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE i ��=%E js ce of a USP CIA-GEL 7000 HIGH STRENGTH EPDXY. "` ^t OWNER AND LANDSCAPE ARCHITECT ENGINEER AS PART OF THEIR BID PRIOR TO o; SIMPSON 'SET' EPDXY. CONCRETE SPECIFICATIONS: IMPLEMENTATION, INCLUDING AT A MINIMUM: REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 08, AND SHALL BE (1) AUGER BORING 3 MINIMUM BELOW THE DEEPEST PORTION OF THE POOL. ». STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. CONSTRUCTED IN ACCORDANCE WITH ACI 301. * "" STRUCTURAL STEEL BOLTS: SHALL BE ASTM A325 ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS (2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEERS SUMMARY OF THE SOI : WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. REINFORCED CONCRETE CONDITIONS FOR IMPLEMENTATION OF A SWIMMING POOL. ILI _ CSP 1 : CONTRACTOR RESPONSIBILITIES COMPRESSIVE STRENGTH REQUIRED, U.O.N. IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED� ENERAL STRUCTURAL FILL, IF OTHER CONDITIONS ARE ENCOUNTERED, SUCH AS MUCK, "' THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, CIVIL, MECHANICAL, NON-ANGULAR SAND, ORGANICS, MARL, ETC...THE CONTRACTOR SHALL STOP WORK AND NOTES ELECTRICAL AND PLUMBING FOR LOCATION OF MISCELLANEOUS ITEMS (SUCH AS AUGERCAST PILES f,c=5000 PSI NOTIFY THE OWNER OR ENGINEER. BENT PLATES, INSERTS, ETC.) AFFECTING STRUCTURAL WORK, LOCATION OF PILE CAPS & GRADE BEAMS f c=4000 PSI STRUCTURAL DRAWING INDEX m AND OPENINGS AND SLEEVES THROUGH THE STRUCTURE, SLAB DEPRESSIONS, FLOOR SLAB-ON-GRADE f'c=4000 PSI SUPPLEMENTARY POOL NOTES INDEX DRAINS, INSERTS, AND OTHER RELATED ITEMS WITH THE STRUCTURAL DRAWINGS, CONCRETE BEAMS & COLUMNS f c=4000 PSI VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS. SO.0 GENERAL NOTES & SPECIFICATIONS ('f) SPECIF' THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENT FLOOR AND ROOF ELECTRICAL, AND POOL DRAWINGS. S1.0 FOUNDATION & GROUND FLOOR FRAMING PLAN N MOUNTED MECHANICAL EQUIPMENT WEIGHTS, FLOOR AND ROOF OPENING SIZES ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AS WELL AS 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW AND THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR S1.01 FOUNDATION DETAILS O DO NOTscALEDIMENSIONSFROM WITH ACTUAL EQUIPMENT PURCHASED. ARCHITECT/STRUCTURAL ENGINEER APPROVAL OF THE STRUCTURAL ENGINEER. S1.02 POOL FOUNDATION PLAN SECTION & DETAILS THESE DRAWINGS.IFADIMENSIONIS CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR uNCLEARREFERToTHE SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR [- ARCHITECTURAL DRAWINGSOR [- CONTACT THE E.O.R COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, FOLLOWS: THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. CONTRACT DOCUMENTS. PLAN NAME ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR GRADE BEAM (TO MAIN REINF) 3" W 587 BEACH AVE. OMISSION. COLUMNS AND PEDESTALS (TO MAIN REINF) 2" IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE DESIGN/DRAWN/CHECKED SLABS ON GRADE 2" ENGINEER SHALL BE NOTIFIED. } Cs KJL LAP DATE NOTIFY IN WRITING THE STRUCTURAL ENGINEER OF CONDITIONS ENCOUNTERED IN STRUCTURAL POOL SHELL 2" TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF J 07/23/13 THE FIELD CONTRADICTORY TO THOSE SHOWN IN THE STRUCTURAL DOCUMENTS. STRUCTURAL SPA SHELL 2" THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS z O CONTROL NO. GRADE BEAMS AND PILE CAPS 3" ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, Z SEQUENCES, AND PROCEDURES OF CONSTRUCTION. ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60, AND BE FREE FROM LOOSE THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT O TRUSS ID. RUST AND SCALE. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. A WEL I GS DURING COASTAL STORM EVENT AS REQUIRED BY FAC - RESPONSIBILITY FOR THE DESIGN ADEQUACY, D LN CONTRACTOR HAS SOLE RESPO Q , AND LPA NO. 62B-33.007(5)(m)(n) SAFETY OF ERECTION BRACING SHORING TEMPORARY SUPPORTS. Q CONT-12-00356 ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. H S EET CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY z PROVIDE 3/4" CHAMFER AT ALL. EXPOSED CORNERS OF POURED-IN-PLACE CONCRETE. REGULATIONS. / D SOHO SHEET 1 OF 12 i �I 116'-0" (SLAB EDGE DIM.) ` 50'-8" (SLAB EDGE DIM.) 5'-41$ 26'-0" (SLAB EDGE DIM.) 6'-0" 28'-0" (SLAB EDGE DIM.) le 1'-3" 16'-1" 16'-0" 16'-1" 7'-10" 8'-8Y2" 8'-8y2" 6'-1" 8'-6" 8'-6" 8'-6" 8'-6" 0 JI PILE TO RILE TO 16"x37" CONC. I COLUMN w/3-#5 VERT. EA. SHORT Lou Pontigo and FACE, 4-#5 VERT. Associates, Inc. EA. LONG FACE 420 Osceola Avenue cn I I (10 TOTAL) @ #3 )ax. Beach, Florida 32250 10 ' „ S1.01 I I #5012"ox TOP I I ,` T/SLAB I CLOSED TIES Ph. 242-0908 Fax. A#35 9 1�' AT 10" OC. FL:CA#8344 SC:CA#3579 9 ICF WALL I I AT ALL BEAMS I I +17.9 I " 4 4 4 TYPICAL +1 51.01 51.01 51.01 pry CONTACT US WITH YOUR COMMENTS � (TYPICAL) COMMENTS'r@rlP-A.COM OI s1.01 I I I ♦ /1 23 f Z _ f � _ Z _ f Z _ f w _ _ _ _qT/SLAB * No. a c ' * s" w 7" REINFORCED CONCRETE " +17.73 • #5012 o.c TOP #5012 o.c TOP 'O ; S7-gT : r� r� 2 r� /SLAB NAVD I -o� � . E pF o °0 I I t 1 I SLAB FORMED ON FILL W/ I r AT ALL BEAMS AT ALL BEAMS I , p e� , N a _/ 5012"0.c TOP �_/ �_/ �_ 8 .c�,•.•`p .•' "' • TYPICAL I I TYPICAL .y lIpP•. ,e.. N J w # A CONTINUOUS MAT OF S1.01 aw (TYPICAL) +17.9 (TYPICAL) �O •w..n ww••• o AT ALL BEAMS #4 0 12 ox E.W. BOTTOM � (J O � NAVD S1.01 0 %�� NAIe �NG� `° � J (TYPICAL) n O r re herr Na� r7 I- CO ' O r O w O I I I » (� I I t 1 I I I ( I I 7 REINFORCED CONCRETE I t I o REVISIONS DATE I 7" REINFORCED CONCRETE SLAB FORMED ON FILL W/ �-' CO w tV SPAN SPAN Uj 8 SLAB FORMED ON FILL W/ A CONTINUOUS MAT OF 0° • I I I I F A CONTINUOUS MAT OF L] � CO S1.01 - 4 0 12 o.c E.W. BOTTOM - cn o I 10 I I ( I I I #4 0 12"o.c E.W. BOTTOMV I I I I # T/SLAB I a, s1.o1 I I I I I o -6 ' I I +17.9 9" ICF WALL I Ld 9" ICF WALL ( I - - NAVD 04-w r� r1 ~ - - - - - � r` � - - - - - - - - - - � r� � - - -- - - - - Q N - - - 1�1 - r� 1 1 % r r FIELDALTERATION - - - - - 1 r r r J (n I `'/ CONTRACTOR SHALL CONTACT LOU �' PONTIGO 8 ASSOCIATES PRIOR TO • •'/ 8'-6" 7'-8" o FI ois WHICH MAY VAR 24"x3712" ON C. C LU N I FROM THE INTENT OF THE ORIGINAL j� 9"x20" IN WALL ICF 9 9"x20" IN WALL ICF COLUMN 10 w/4-#5 VE T. EA. FAFEI I - CONSTRUCTION PR RT COLUMN w/3#6 VERT. S1.01 w/3#6 VERT. EA. FACE, SEE S1.01 N » �_ FIELDALTEROVEDBSMADEPRIORTO rI 8 0 #3 CLOSE TIES AT L - - g T/CONC. CURB 1 -5 I BEINGASSOCATESMAY RESULTINO$ ADDITIONAL ENGINEERING OR EA. FACE, SEE 10/S5.1. 10/S5.1. S1.01 10 OC. o +17.57 NAVD 'n INSPECTION FEES. o W' 4 C*, 5-1' I� I � -N 8"x9" CONC. COLUMN `- I I m 4 BREAKAWAY CONC. INDICATES DIRECTION OF w/2-#5 VERT. EA. FAC 7 I n SLAB w/SAWCUTS 0 OUTER BARS WITHIN 0 #3 CLOSED TIES A I 8 S1.01Ir `� - _ I - - 5'-0"o.c, SEE 13/S1_01 - _ REINFORCING MAT. SEE 8 0 Je - S1.0 I T/SLAB 12/S1.01. L �3_1%1 � j I - ►� NAVD 3 FOR POOL & EXTERIOR 0 0 0 Q I I PATIO FOUNDATION PLANS c� LL FOUNDATION LEGEND I I REFER TO SHEET S1.0200 r/ N J In m W � 14" DIAMETER AUGERCAST PILE 9" CF AL a _j LD 7 INDICATES GRADE BEAM, SEE SHEET S1.01 FOR REINFORCEMENT �- U - - - LL 11491-0" (SLAB EDIGE DIM.) I Q t INDICATES DETAIL NUMBER p _ 3 11 g - 23 0 1.0 2 2 1 0 Q INDICATES BUILDING AND SHEET NUMBER 010 _____7Y) �-- - 0 INDICATES DIRECTION OF OUTER BARS WITHIN a GT Lo REINFORCING MAT. SEE 12/S1.01 �+ U " I I 12x12 BREAK-AWAY CONC. - w DENOTES VERTICAL CONCRETE ELEMENTS iD N I I 9 ICF WALL CURB TO SUPPORT WOOD N Q I I DECKING, SEE DETAIL 4/S1.02 I Q U Uj DENOTES 11" ICF WALLS U.O.N., SEE 2/S6.0. N - I I N o m NOTES: Ji :�� l _ 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. z 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR SLOPES _ _ _ _ _ _ _ _ _ z t AND STEPS NOT SHOWN. 3. 'COORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO - - �„/ - w CONSTRUCTION 12'-8" _ 10'-95�g" 9'-23/g" I » T/SLAB I m 11 6 c TOP S1.01 AT ALL BEAMS +17.9 S1 01 cD z (TYPICAL) NAVD - o " I Now Q 7 REINFORCED CONCRETE 0 I 1 0 el / I SLAB FORMED ON FILL W/ I I �_ d Ww w A CONTINUOUS MAT OF N r Fj #4 0 12"o.c E.W. BOTTOM Y3 SPIN Q CL J 5 I o) S1.01 V V ATOALLo.c TOP I I FEMA RELATED DESIGN CRITERIA `° - - - - BEAMS (TYP.) FOUNDATION FEMA RELATED DESIGN CRITERIA �f�� - - �l - - - �f � - - - - f FEMA (BFE) - FEMA VE 13 (NGVD) + 1FT FREE BOARD = 14 (NGVD) _ +12.9 NAVD DEP MONUMENT NUMBER - R050 100 YR. STORM ELEVATION - +16.4 NAVD (FROM MONUMENT) GROUND 100 YR. STORM DESIGN GRADE ELEVATION - +4.4 NAVD (FROM MONUMENT) 4 h BOTTOM OF PILING - -14.4 NAVD S1.01 FLOOR BOTTOM OF LOWEST HORIZONTAL STRUCTURAL ELEVATION - +16.4 NAVD R `E CONSTRUCTION CERTIFICATION STATEMENTS 1'-3" g,_23�8» g�_23�8» _ 8 gr_23�8» g,_23�8» 1'-3" 6" N FRAMING AT THE FEW LOCATIONS WHERE THE PILE SPACING HAS BEEN REDUCED TO LESS THAN 8:1 RATIO (PER FBC 3109.4), THE PILES HAVE BEEN DESIGNED TO RESIST THE ADDITIONAL LOADS FROM FLOOD WATERS 49'-0" (SLAB EDGE DIM.) PLAN AND TRAPPED DEBRIS. �} O 00 NOT SCALE DIMENSIONS FROM FOUNDATION AND STRUCTURE IS ANCHORED TO RESIST FLOTATION, COLLAPSE AND LATERAL MOVEMENT FOUNDATION t..1 THESE DRAWINGS.REFER TO DUE TO THE COMBINED EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE UNCLEARCONTACT HE E.O.R.THE BUILDING COMPONENTS THAT RECEIVE SUCH LOADING. BREAKAWAY ELEMENTS COMPLY WITH THE ARCHITECTURAL DRAWINGS OR INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQUIREMENTS'. GROUND FLOOR FRAMING PLAN COPLACTTHEEE AUGER CAST PILE FOUNDATION SCALE: 1 /4" = 1 '-0" PLAN NAME 1. FOUNDATION IS SUPPORTED BY 14" DIAMETER AUGER CAST PILES WITH A GROUT STRENGTH OF 5000 / W 587 BEACH AVE. PSI, A CAPACITY OF 26 TONS IN COMPRESSION, 8 TONS IN TENSION AND 2.6 KIPS IN SHEAR. AS PER NOTES DESIGN/DRAWN/CHECKED GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING SCIENCES, UES PROJECT No. cs KJL LAP 0930.1300083.0000, UES REPORT No. 1038313, DATED MAY 28, 2013. 1 . THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. J DATE FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE Z 0NTROL 3 2. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES. ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. C CONTROL NO. 3. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. O TRUSS ID. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 4. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION COMPLIES WITH 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN LPA -0 THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH CONT-12-00356 AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED ACCORDANCE WITH ASTM D 1557. SHEET PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE Z PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF D SLO EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD C UPON COMPLETION OF THE AUGERED PILE WORK. LL SHEET 2 OF 12 i EXTEND BARS TO WITHIN 3" OF TOP OF SLAB (TYP) 7" STRUCTURAL k ;.... #5 @ 12" OC TOP CONCRETE SLAB ;4F T PILE VARIES . SEE PLAN ` 1/3 SPAN TOP REINFORCING 1/3 SPA TOP REINFORCING 1/3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING BEND OVER BARS 2-#4 SUPPORT INTO GRADE BEAM/SLAB - #5 @ 12" OC TOP Lou Ponti8o and EL. +17.9 NAVD EL. +17.9 NAVD Associates, Inc. TOP OF SLAB TOP OF SLAB 420 Osceola Avenue 7" STRUCTURAL o �� #4 @ 12" OC EA. #4 @ 12" OC EA. Ph. 242-0908 ax. Beach, Florida 2- 4 SUPPORT Q CONCRETE SLAB I • • • • �� WAY. BOTTOM # w 00 N i • PILE CAP SEE • • • U +16.4' WAY. BOTTOM FL:CA#8344 SG CA#3579 CONTACT US WITH YOUR COMMENTS 14"0 AUGER CAST PILE -H GRADE BEAM REINFORCING ------ � PLAN FOR LOCATIONS � BOTTOM OFNGRADE BEAM COMMENTS @ LP-A.COM w/ 6-#5 x - LONG w/ CONTINUOUS THROUGH �I �{.EL. +15.9 NAVD 1,_9» ``ae`uauuxu,rrgrpi #3 TIES @ 12 oc PILE CAP, SEE SECTION BOTTOM OF PILE CAP GRADE BEAM REINFORCING, o�° A• PO +� PILE 8c o 3/s1.01 S 4-#5 TOP & BOT. W/ #3 � ANCHOR PILE OUTLINE OF GRADE BEAM I BEYOND, SEE SECTION TIES @ 12" OC `'' �°•'• �-� �• � a' c SECTION 14"O AUGER CAST PILE = No.53 11 ••:� y 2/S1.01 PER DETAIL 1/S1.1. SEE k-- 1' 12" PLAN FOR LOCATION °• S OF . 3-#5 EACH WAY �O'.•�TArE N • N r ABOVE PILE 29_601 y,,yf'r� ORI©PG`;��•°'� `� GRADE BEAM AND STRUCTURAL SLAB BOT PILE SINGLE PILE CAP AND STRUCTURAL SLAB REVISIONS DATE -14.4 NAVD TYPICAL TYPICAL POOL HOUSE PILE ANCHOR PILE ELEVATION 2 SECTION r7SECTION S1.01 SCALE: 1/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" FIELD ALTERATION 1-#4 HORIZONTAL @ 48" O.C. CONTRACTOR SHALL CONTACT LOU „ ALTERNATE SIDE ORIENTATION 11" ICF WALL PONTIGO 8 ASSOCIATES PRIOR TO 1-#4 HORIZONTAL @ 48 0.C. MAKING ANY STRUCTURAL FIELD ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 12"1 -\ SEE 2/S6.0 FOR MODIFICATIONS WHICH MAY VARY ABOVE SLAB) FROM THE INTENT OF THE ORIGINAL (PROVIDE FIRST BAR 12"f a 2-#4 SUPPORT REINF. FlELoraTT"lor°OCsn oEPIOARTo ABOVE SLAB 4 @ 12" OC �° 1- 4 HORIZONTAL @ 48" O.C. BEING APPROVED BY LOU PONTIGO 8 #5 DOWEL BAR WITH 6 90' # #5 @ 12 OC #5 DOWEL BAR WITH 6 90• # ASSOCIATES MAY RESULT IN HOOK TEMPERATURE » ALTERNATE SIDE ORIENTATION ADDITIONAL ENGINEERING OR #5 @ 12" OC TOP W/ STD 11 ICF WALL, SEE GRADE BEAM, SPACE TO MATCH REINFORCING TOP W/ STD 90' BEND HOOK EMBEDDED 12 INTO CONTINUITY Z- BAR (DOG LEG I INSPECTION FEES. 2/S6.0 FOR REINF. 1/3 SPAN TOP REINFORCING GRADE BEAM, SPACE TO MATCH ,� (PROVIDE FIRST BAR 12"t 90' BEND VERT. REINF. VERT. REINF. AT STEP LOCATIONS ABOVE SLAB) 1/3 SPAN TOP REINFORCING a a �4 SUPPORT PORT p EL. +17.9, NAVD # 11 ICF WALL TOP 0F SLAB A e • • • • Ls SEE 2 S6.0 FOR EL.+17.9 NAVD ____ / --- GRADE BEAM TOP REINFORCING REINF. #5 DOWEL BAR WITH 6 90 3 TOP OF SLAB o C UOUS THROUGH PILE CAP Z-BAR AT STEPS Q HOOK EMBEDDED 12" INTO #4 @ 12 OC 7" STRUCTURAL I 1 SEE DETAIL ABOVE. 1-#5 CONT. GRADE BEAM, SPACE TO MATCH \ VERT. REINF. i EA. WA`( CONCRETE SLAB iv • ' • • /�/�STRUCTURAL • _ � O #4 @ 12 OC EA. \-7" CONCRETE SLAB -I �� \ BOTTOM. _____ - - cv WAY. BOTTOM • • • OUTLINE OF GRADE `� EL. +17.9' NAVD 0 BEAM BEYOND, SEE EL. +15.9' NAVD TOP OF SLAB U. MONOLITHIC CONCRETE GRADE .BEAM, SEE PLAN V SECTION 3/S1.01 � �� BOTTOM OF PILE CAP w FOR LOCATIONS BOT OF GRADE BEAM GRADE BEAM TOP REINFORCING 1 2 • • • /\�j�� 1'-9» 4 CONTINUOUS THROUGH STOP GRADE BEAM BOTTOM I I GRADE BEAM REINFORCING, PILE CAP, SEE SECTION 3/S1.01 LD > REINFORCING AT PILE 3013 . • • • SEE 3/S1.01 3-#5 EACH WAY # 4 @ 12" OC EA. MONOLITHIC CONCRETE Q ABOVE PILE WAY. BOTTOM GRADE BEAM, SEE PLAN � 1,_3» FOR LOCATIONS BOTTOM OF GRADE BEAM 14"0 AUGER CAST PILE #4 @ 12" OC EA. w WAY. BOTTOM GRADE BEAM REINFORCING, 1,-9)$ GRADE BEAM A T EDGE CONDITION PER DETAIL FORSLOCA ON 2 _6 SEE 3/51.01 U ., SINGLE PILE CAP AT EDGE CONDITION GRADE BEAM AT RECESSED SHOWER L.L.! Q Q Uj ' m 4 SECTION 5 SECTION 6 SECTION E- I S1.01 SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" I #4 @ 12" 0.C. w00 EA. WAY. BOTTOM 7" STRUCTURAL 4Y4" CURB 2-#4 SUPPORT MONOLITHIC CONCRETE J i CONCRETE SLAB EXTEND TOP w/1-#5 CONT. AND #3 GRADE BEAM SEE PLAN r n 'I 5 @ 12" O.C. REINF. 31" �. #5 @ 12 OC � � �.i J # 8 STEP HAIRPIN AT 8 OC. TOP W/ STD 90 BEND FOR LOCATIONS 3" CLEAR W/ STD 90• BEND MIN INTO 2" CLEAR z 10" SLAB w 4 ADJACENT 1/3 SPAN TOP REINFORCING EL. +17.9' NAVD /# 1" DEEP SAWCUT w/ ' TOP OF SLAB @ 12" O.C. EA. GRADE BEAM • • ' • • w ELASTOMERIC SEALANT i� • • • SLAB ON GRADE, O WAY. TOP & BOT 00 i� v SEE PLAN U i • • • •= • • • • • 3" w • • • • ° • • • • • • 'Off, Q EL. +16.4' NAVD c° J 1'-9" -- BOTTOM OF Z#4 OC 7 STRUCTURAL ,I NOTES: GRADE BEAM 1'-9" 2'-0" EA. WAY. BOTTOM CONCRETE SLAB r ' ' • ' 1) PROVIDE SAWCUTS TO CREATE GRADE BEAM REINFORCING, GRADE BEAM REINFORCING, APPROXIMATE 5' X 5' MAX. SQ. 6-#5 TOP & BOT. W SEE 3/51.01 GRADE BEAM REINFORCING, GRADE BEAM 2) SAWCUT CONC. SLAB WITHIN 4 TO TIES @ 6/ 3 OC SEE 3/S1.01 C 0 N C R E TE C 0 VE R DETAIL 12 HOURS OF CONC. PLACEMENT. GRADE BEAM WZ 8" STEP GRADE BEAM SECTIONAT9 EDGE CONDITION 11 SECTION 13 SAWCUT DETAIL FOUNDATION S1.01 SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1 -0" .0SOAALE: /4" 1'-0" DETAILS m EXTEND TOP REINF. 31" MIN N INTO ADJACENT GRADE BEAM SEE PLAN OUTER BARS. WHERE l� TOP W/ STD 90' BEND REQUIRED O TDO NOT SCALE DI ENSIONS FROM �I #5 @ 12"o.c 1/3 SPAN TOP REINFORCING TOP OF SLAB I uNCLEARS.IFA DIMENSION IS d rO THE --I REFER CONTACT THE E.O.R. 9 Y2" CURB POURED " L ARCHITECTURAL DRAWINGS OR / C14, 1-#5 CONT. MONOLITHICALLY WITH a °� r l- 4 - ---a_ SLAB PLAN NAME 587 BEACH AVE. Q J M EL. +17.9' NAVD d 4 ' 2" CLR 0. DESIGN/DRAWN/CHECKED 2Iz- -#4 SUPPORT °. , . .o . . . . . • TOP OF SLAB cs KJL LAP if 2 LAYERS OF � ...I DATE 7" STRUCTURAL GRADE BEAM REINFORCING, INNER BARS 6 MIL VAPOR BARRIER z CONCRETE SLAB 2'-0" - (LAP SEAMS) 07/ROL N O CONTROL NO. 6-#5 TOP & BOT. W/ #3 GRADE BEAM REINFORCING, . . . . `- TIES @ 6" OC SEE 3/S1.01 - z SLAB REBAR PLACEMENT z TRUSS ID. LJ 1 BOT OF GRADE BEAM GRADE BEAM Q CONT LPA 2-000356 o AT GARAGE RECESS GRADE BEAM AT GARAGE SECTION z SHEET r 8 10 12 �-o SCALE: 3/4" = 1'-0" �-O SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" Q S1601 UL SHEET 3 OF 12 32'--0" » 9» — _ — T/CONC. CURB 1 -2' 10' 2" 1 g» +17.57' NAVD co I ,. Lou Pontigo and I 4" BREAKAWAY CONC. ♦_% �_i �_j j I Associates, Inc. I SLAB �� w/SAWCUTS @I — — — — J— — — — — _ I 420 Osceola Avenue 5 -0 o.c, SEE 13/S1.01 i Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 T/SLAB I I I I I I CONTACT US WITH YOUR COMMENTS +17.73 COh1MENTS @ LP-A.COM r — r''� I NAVD o I I I o I I I . u a ii I I I I i i p '�, 1 I I I i I I i ~•• � • et N0. 53311 16 I S1.0 I T/CONC CURB o� I - - - - - J - - - - J - - - — ( �TATEOF ;•• M +17.57 NAVD .�� ♦_/ r til rel ♦i��%••td�JDP;.••.'�`t`�/�o`� n rs I I 12x12 BREAK-AWAY CONC. (D >1 REVISIONS DATE CURB TO SUPPORT WOOD 2 1'- " FRANGIBLE PAVING, DECKING, SEE DETAIL 4/S1.02 S1.02 TY SEE ARCH II — — — — ♦"'/ r — — — — � — � 12"x20" BOND BEAM FIELD ALTERATION — J , CONTRACTOR SHALL CONTACT LOU T/BEAM EL.-16.90 NAVD MAKING ANYA SRIATES PRIOR RET I — — — — — — — — — — — — — — — — LD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL — 2x8 SYP NO.2 — — — — — — — —� — — -- — — — — _ — CONSTRUCTION DOCUMENTS.ANY +� FIELD ALTERNATIONS MADE PRIOR TO FOR HOUSE AT 16 O.C. BEING APPROVED MAY OU PPOOTNTI O& I IN FOUNDATION ADDITIONAL ENGINEERING OR PLAN REFER I r�� INSPECTION FEES. I TO SHEET S1.0 -/ I i � — — — TLj +170.57' NANC VD r F I I I Tr�7 W 32'-0" POOL L AND EXTERIOR PAT 2" PAVER STONE AS PER Q 10 PLAN > _ ARCH DESIGN. �---- -----------------� SEE f----------- -------, SCALE; ;_l�4" — 1 '_0„ 14,_0„ 5/S1.02 WATER LINE z I __ I I � ---- - ----------- WATER LINE � i i i I LD LLj 1 (0 o SEE I r \� V 0 I I POOL I 3/S1.02 6 I 1 6' BOND BEAM W 4< `O SEE 4/S1.02 ' � POOL r7 Q U I I I I I I I W j ----- \ CO \ i i SEE ,//A/ I I ---I--------------- i 00 6/S1.02 �_------ - - ----, _ ;- ___--- \\\//• I----- - - ---------1 -—1 --------- -- GRADE � 8" CONCRETE POOL `..L,, 00 8" CONCRETE POOL BEAM SLAB, SEE 3/S1.02 r n SLAB, SEE 3/S1.02 BEYOND 2 L 1 1 SECTION ECTION GRADE BEAM BEYOND z �_oSCALE: 3/8" = 1'-0" 1.0 SCALE: 3/8" = 1'-0"v a o m a d a #4@ 12" O.C. E.W. �► 6" STRUCTURAL CONCRETE a ` TYPICAL AT SUN-BED POOL SHELL WALL a • • 4 a c' da 6" ° °. a aa° 6 z a. POOL PILE 6„ a a 8" STRUCTURAL °• ° a ° 1/3 SPAN TOP REINFORCING FOUNDATION a PILE CONCRETE SLAB d 5 8 O.C. #4 VERTICAL 8" O.C., -' 1/3 SPAN TOP REINFORCING SEE DETAIL a a °� # TOP ° PLAN #4® 12 0.C. E.W. CENTERED, ALIGNED w/ N #5 @ 8» 2" PAVER STONE AS PER » 3/S1.02 FOR ° .a ° .° 4° °. 8" STRUCTURAL TYPICAL AT STAIRS. m SLAB REINFORCING a O.C. TOP ARCHITECT DESIGN 1 - REINF. (TYP) a ° d ° CONCRETE SLAB ° m SECTIONS 2-#4 SUPPORT #4 HORIZONTAL ® 2-#4 SUPPORT (V Et DETAILS SEE DETAIL a ° 5 @ 8" O.C. TOP a 12" O.C., CENTERED ------ WATER LINE EL.+17.57' NAVD EL.+17.73' NAVD ° - -- ° # ° ° ° 3/S1.02 FOR I� T/GONG. CURB F' T/FINISH DECK a ° °d REINF. (TYP) DONOrSCALEDIMENSIONSFROM o ° Q� ° ° ^ ° e. ° a Q • —°———a — ' THESE DRAWINGS.IF A DIMENSION IS M a C0 a a. UNCLEAR REFER TO THE w ° I ° ° .4 •e ° °.° —'• • • • ARCHITECTURAL THE DRAWINGS OR d.. I d ° 00 M 4 #5 0 8" O.C. „ , o I d 4 ° SEE 3 S1.02 ° 00 PLAN NAME 1 3 CLR 6' WATERLINE I - / 3" CLR SEE 3/S1.02 e : EA. WAY BOT. ° 2x8 SYP N o. 2 _ I / IIx. TILE @ 16" O.C. a FOR REINF. (TYP) FOR REINF. (TYP) °I GRADE BEAM W 587 BEACH AVE. ° a DESIGN/DRAWN/CHECKED 4 0 ' a a SEE PLAN cs KJL LAP „ BEND OVER VERTICAL #5 .4 BOND BEAM W/4-#4 J DATE 30 x20 GRADE BEAM AUGERCAST PILE REINFORCING #4 HORIZONTAL ® CONT. & #3 CLOSED w/5-#5 TOP & BOTT. & INTO GRADE BEAM/SLAB 12" O.C., CENTERED TIES AT 12" O.C. (TYP) GRADE BEAM, z 07/23/13 #3 STIRRUPS C�? 12" O.C. „ SEE PLAN O CONTROL NO. 14 O ANCHOR PILE, SEE 1/S1.01 #4 VERTICAL ® TYPICAL STAIR - 2 -6 (TYPICAL 8 LOCATIONS) 8" O.C., CENTERED 2,_6„ O TRUSS ID. 30"w x 20"d STRUCTURAL GRADE BEAM AT EDGE TYPICAL COPING/EDGE DETAIL TYPICAL SUN — BED 2 -6 �= LPA NO. OCONT-12-00356 3 SECTION 4 SECTION 5 SECTION 6 SECTION z SHEET 1.0 SCALE: 3/4" = 1'-0" 1.0 SCALE: 3/4" = 1'-0" 1.0 SCALE: 3/4" = 1'-0" 1.0 SCALE: 3 4" _ C S1 ,02 / 1 0 SHEET 4 O 12 i I Overview CUSTOMER INFORMATION BUILDER/LOT: 5&6 CUSTOMER NAME:Moquin Sports Pool 3' 5' 4.5' ORANGE BARRIER FENCE ADDRESS: 587 Beach Ave SUBDIVISION: To be installed and replaced after each CITY:Atlantic Beach STATE:FL ZIP CODE:32233 Automatic Pool days activity HOME PHONE: WORK/CELL: Cover per safety DIRECTIONS code Atlantic Beach towards the Beaches L-Ocean Blvd, L-Beach Ave 1-- -----------------� Tanning Shelf POOL SPECS b 1 SIZE:14'x 32' DEPTH:3'-5'-4.5 SQFT:448 sq it PERIMETER:92 sq ft 1 1 , EST TOTAL GALLONS:14,242 SKIMMERS:1 Skimmer REQUIRED: RETURNS:3 Retums LIGHTING:2 LED Lights SPE Equipotential Bonding Grid ; CIAL; 4" - 6" deep and 18" -24" from 1 SPA SPECS water's edge. Connected at 4 1 14 1 SIZE: RAISED HEIGHT: g i SOFT: PERIMETER: 1 , Pool Deck by bonding points. � , EST TOTAL GALLONS: SPILLWAY:24"cutout Tile Spillway 1 2 LED Lights homebuilder LIGHTING:LED Light HEATER: 1 1 1 #OF SPA JETS: 4 COMPUTER:LX 100 I W 1 1 N i BLOWER: SPECIAL: , — 1 1 1 EQUIPMENT , 1 t 1 T POOL PUMP:Variable Speed Pentair Pump FILTER:150 Cartridge ^a a CHLORINATOR:intelikhlDr CLEANING SYSTEM:PCC 2000 HEATER:GeoThermal PH CONTROLER: ' 1tECOPY ; x 1 OTHER: 1 , DECK POOL DECK MATERIAL:To be Determined by SQ FT 1 1 1 1 t $n COLOR: PATTERN: 1 COPING: SPECIAL: J>- 1 LANAI MATERIAL: SQ FT eps 40 -- COLOR: PATTERN: 1--- ------4A------- — tepS SPECIAL: INTERIOR SELECTIONS TILE: DECO: STEPS/SWIMOUTS: PLASTER: Pool T•+ SPECIAL: Equipment in 3' 3' Garage 3131% Be hes Shoot SCREEN ENCLOSURE I'8 high SIZE:N/A WALLS: TYPE: SCREEN MESH: _ ...., COASTAL LUXURY OUTDOORS Sun n Firepit ' bd 11" ee ;�_ _�; ADDRESS: 3635 Regent B ,Suite 203,Jacksonville,FL 32224 P 12t 9ttPHONE:904-272-7946 FAX: 666-609-2717 EMAIL:KevinOcoastalhnauypv.com CONTRACTOR'S LICENSE:CPC1458340,CK1457255,CPCO136DO Safety Features 5 ET: 10"-14"bWow m PCC 2WO r.Concolt for SNB TOR LEANER Stub u at e�ui Elestriol Lina;1"Conduit BRANCH PIPING: 3.0 msiaMMERs t1> ,p„ m In-floor mr "lx T„euro `aim Baby Barrier per safety code awl t T of t LJ rnfLo EADs:Placement doeem+in.a ELEVATION: sa Fence per safety code 4�_ ROBo Ac:12"blow of $- COASTAL LUXURY w n, SPA MAIN DRAINS: at kaat r menu vec m°D TRUNK PIPING: 2.5 � ��LANE; Screen Enclosure per safety code MOX Mein Draint•.2 DEBRIS CANISTER:Debris WWw RETURNS: 3 14"-16' _x_Automatic Pool Cover per safety code SPA ff. d ®Placo "" O � vent Line:vent to Atrnwwhare RETURN PIPING: 2.0 i I NN IIi IIIiI IIIi IIt /� I I 0 0 NOoO j�j-i-s� ► SEP 3W. 2013 15' ACCESS O iSEMENT orD LOI mo 0111 N By�0OFFICIqL RECORDS VOLUME 7337, PACE 571 LO 00 -j w1 CY OF EXCAVATION 14 c -j o ' I I © 1© 921 CY OF FILL 1 1 I I I I I i I 010 v1 ► NET IMPORT FILL oALL ROO LOF DOWNSPOUTS I I 'It (0 N N LO 780 CY i s I N N AND PAVE SURFACES ► I I ' cn : x . N � Z ; z o • �o► zo' � � •� � Z JI I rn rn 1 •° ti c a o TO DRAIN TOWARD DRY i _ , = ALL ELEVA IONS REFERENCED TO NAVD 88 :� N SWALES AND DISCHARGE � \ � , � I ,raphic Scgle: 1"=1o' 0 o � 0 TO BEACH AVENUE i 1 = _ _ _ - 1 ► 1 cucu ca 0 in _ ► N 15.13 0 BENCHMARK ASPHALT PAVEMENT I j� N MAG< NA§ and DISC LB3672 ( n L---- - - - - - - - - - - - ►- - - - - - - - - - - - - - - - - - - - - I i W SIDE WOOD POWER POLE d � � I � I CONCRETE WALK �- - - - - - - - - - - - - - ELEVATION 14.04 NAVD 88 12.90 13.10 13.32 13.52 14.13 15. 0 _ - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ 1 I - - - - - - - - - - - - -- - - - - - - - � - - - - - - - - - - - - - - - -x- 1 / I 1 � I 12.69 z� , � 13. x C NCRETE DRIVE 15. 0 I x15.6 I 15.1 x 7 i r. x 1 3 '917 9.3 8.8 9.9 12.6 2 60 14 16 1 FORMER CCSL w TELEPHONE I MES INV. = 13.00 L . . . �- C ,r, �� I I I I Q \ 15.80 I ! i z U 12 PVC 14.89 x a , O1 Q CABLE RISER 13 - 17 -- I 16 ' I i to x Z 12. 17 17.30 I 15 1 79 �' I � 17.40 x I 1 � �� 8 PVC X I 14.88 14 1 I 1a 1 I 1 IIS z 1 FFE = 17.90 I � � ' i I _.�.. x 13.63 i , ul I 17.90 15.02 17.90 FFE = 17.90 F� E = 17.90 17.75 ° z I I 16.8 I w 12.97 /�.:2:2:) 15. l I Iw w 17.55 I I `� > I Iw 17.8017 - ' - / / ��j / / / / / / ��ii I Iw �- - I z \< zw 12.9 17.80 .14.22 15.36 „ „ 14.07 - --- / / 14.6 11.2 I 7.9 7p 4 P V� �.0. - �l IJ U L)L) U 13.0 7 --- x 12.71 6 TER x 14.02 17.70 II M RS TEL SION15.28 I I V 1 CA RISER 16.12 , I I I 1 II FFE x.81 .9 0 ed 16.90 17.36 1 4. I 7= I x 17 x 15. 1 j 16 15.52 ` x 14.03 1 G j I WOOD 1 15.09 - 15 � � - - - - - - � � � Z I - - 8 PVC -, I STEPS v - 14 17 14 I cz - DOWNSPOUT (TYP.) I 13 I 16 15 1 O I 14.03 7 2 co WOOD 1 14.91 x 14.59 x 5.6 X POWER I 14. x 15 3 1 LO POLE 1 MES INV. = 13.15 , I I Q 1 6 15. I 5 6 , 12.8I 11 x4 -x x 16.0 4 WOOD FENCE 1 10. 110 7.7 12.97 x 13.05 BRICK 13.8 13.9 6' W00 I 118.2 COLUM CCC 171 .70 CCCL TO FORMER CnL ' 1 I ► X33.99 TO n10 0 .c/). I ► D cry I ► ,- :o TWO S` ORY FRAME i ' oCOPY FILE R 1SIDENCE �. WOOD DECK ! I o. 555 z I o i I cry � � ► I C7 July 18,2013 O I ► z v1 SANITARY SEWER TO CONNECT .r0 EXISTING SYSTEM , Site Grading & o POOL BACKWASH TO UTILIZE FILTER SYSTEM WITH DISCHARGE TO i i o Utility Plan I� SANITARY SEWER SYSTEM 1 ,- o . rn -� ► 1 I C-2 . 1 116'-0" (SLAB EDGE DIM.) 50'-8" (SLAB EDGE DIM.) 5'_4" 26'-0" (SLAB EDGE DIM.) 69 _0 19 28'-0" (SLAB EDGE DIM.) 1'-3» 16'-1„ 16,_0„ 16'-1» 7'-10" 8'_8Y2» 8'_8'/2„ 6'-1" 8'-6" g'-6" g'_6" g'_6" 1'-3" � PILE TO PILE TO 16"x37" CONC. COLUMN w/3-#5 VERT. EA. SHORT FACE, 4- 5 VERT. Lou Pontigo and # Associates, Inc. _/ - - - - - - - - - - ♦r/ - - � - - - - - - ♦r/ - - - - - - - - - - - EA. LONG FACE 420Osceola Avenue U;10 llt2 (10 TOTAL) @ #3 Jax. beach, Florida 32250 „ S1 01 I I #5@12"o.c TOP I I T/SLAB I CLOSED TIES Ph. 242-0908 Fax. 241-9557 4 AT 10 OC. FL:CA#8344 SC:CA#3579 9 ICF WALL ( ( AT ALL BEAMS I I +17.9 I w 4 q w TYPICAL NAVD rn CONTACT US WITH YOUR COMMENTS I I (TYPICAL) I I I I S1.01 S1.01 S1.01 COb1MENTS @ LP A.COM I 3 _ ^ I S1.01 I I I a�,aaaannwmmu,,,,,,��ry , ' •. Nr a -L Z - f -L _ f v23 r N o I I /SLAB = No.53311 wo IJ 7" REINFORCED CONCRETE IJ -1 °° +17 57 _ E *3 • �� #5@12 o.c TOP #5@12 o.c TOP - * _ o °' _ ( I r I SLAB FORMED ON FILL W/ 2 I r AT ALL BEAMS /SLAB NAVD AT ALL BEAMS I °' STATE OF M w #5@12 o.c TOP ♦_/ A CONTINUOUS MAT OF ♦-/ S1.01 w ♦_ = -o :•�: w / � (TYPICAL) +17.9 I I (TYPICAL) 8 `o -�O�'•• 0 IOP••'• �,sr AT ALL BEAMS h 0 4 @ 12 o.c E.W. BOTTOM o I NAVD s ,� R (TYPI CAL) # cJn o S1.01 o � css/........• I I I I I I �-- M w , a,+nnn,w ,,y► CD L+, •f 1 ( I I f I I 7" REINFORCED CONCRETE I f o REVISIONS PATE N I I I I J -/ 7 REINFORCED CONCRETE ♦ -/ SLAB FORMED ON FILL W/ ♦� ° W Q, I SPAN SPAN I I I - 8 SLAB FORMED ON FILL W/ A CONTINUOUS MAT OF Q QPOOL REVISION 8.26.13 1 A CONTINUOUS MAT OF F_j o I 10 I I I I I I S1.01 #4 @ 12"o.c E.W. BOTTOM I I #4 @ 12 o.c E.W. BOTTOM T/SLAB S1.01 - _ I I 1 6 I I +17.9 I 9" ICF WALL w 9" ICF WALLLLI I I NAVD c° - - - - - - - Sk m f - - - r�� V IL Alt - - - - - - - - - - r - - - - - - - - - - f - - - - - - - - - r J N ♦ / ♦ / FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO B ASSOCIATES PRIOR TO Um „ MAKING ANY STRUCTURAL HELD M „ „ CD 24%37Y2" O N C. C U M N 8 8 -6 7'-8" I MODIFICATIONS WHICH MAY VARY 9%20" IN WALL ICF 9 9"x20" IN WALL ICF COLUMN 10 I4 BREAKAWAY CONC. FROM THE INTENT OF THE ORIGINAL W/4-#5 VE T. EA. ACE L - J S1.01 o CONSTRUCTION DOCUMENTS.ANY SLAB w SAWCU TS @ FIELD ALTERNATIONS MADE PRIOR TO COLUMN w/3#6 VERT. S1.01 w/3#6 VERT. EA. FACE, SEE S1.01 N I 8 @ 3 CLOSE TIES T I / 1 -5 � BEING APPROVED BY LOU PONTIG08 EA. FACE, SEE 10/S5.1. 10 S5.1. �# ►� 5'-0"o.c, SEE 13/S1.01 T/GONG. CURB I ASSOCIATFSMAYRESULTIN / / S1.01 10 OC. C) In ADDITIONAL ENGINEERING OR LLI INSPECTION FEES. t � 1 1-4 » i� I 5'_1, 8"x9" CONC. COLUM I w`~ °° 7 Mc Q INDICATES DIRECTION OF w/2-#5 VERT. EA. FAC I LO 1 OUTER BARS WITHIN @ #3 CLOSED TIES A S1.01 REINFORCING MAT. SEE 8 O - - - S1.0 'd I T/SLAB 12/S1.01. 1. 1 I - j 17' - +17.73 FOR POOL AND 0 to NAVD EXTERIOR PATIO o0 o o w O FOUNDATION LEGEND - - - Q FOUNDATION PLANS I I -10 REFER TO SHEET S1.02 00 00 w ry WN J � � If 14" DIAMETER AUGERCAST PILE I 9" I F LL rn J 7 U) _ - - INDICATES GRADE BEAM, SEE SHEET S1.01 FOR REINFORCEMENT - - - - - U INDICATES DETAIL NUMBER I 4 '-0" (SLAB ED E DIM ) Z t•o INDICATES BUILDING AND SHEET NUMBER LJ O - rh .1 _ = w INDICATES DIRECTION OF OUTER BARS WITHIN Q REINFORCING MAT. SEE 12/51.01 -j L� td- CL - U m- CL „ DENOTES VERTICAL CONCRETE ELEMENTS co N I I 9 ICF WALL CURB TO SUPPORT WOOD - W S N • DECKING, EE DETAIL 1/S1.0 I V DENOTES 11" ICF WALLS U.O.N., SEE 2/S6.0. i� I I 8 8 8 W _ S1.01 - S1.01 - I I 51.01 0 � M NOTES: 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR SLOPES SIC AND STEPS NOT SHOWN. / - - - / ♦ r / % 3. COORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO - - ♦_/ - CONSTRUCTION - - - _ 5 _ 3 W m 1 8 Z - cn 10 9/g 9 2/g w 6 I c TOP T/SLAB I 0) Ln S1.01 BEAMS +17.9 8 TYPI L NAVD S1.01 ( CA ) - i o __. o Q CD ~ 7" REINFORCED CD O CONCRETE 00 N o 0 _/ I SLAB FORMED ON FILL W/ I ( �_ I I o "C14 U J _I A CONTINUOUS MAT OF � m I #4 @ 12"o.c E.W. BOTTOM Y3 SPIN J o) FEMA RELATED DESIGN CRITERIA I AT@ALLo.c TOP I ILO I BEAMS (TYP.) FOUNDATION FEMA RELATED DESIGN CRITERIA A - - - -� - - - -r - - - FEMA (BFE) - FEMA VE 13 (NGVD) + 1FT FREE BOARD = 14 (NGVD) _ +12.9 NAVD A `� f `1 f�� DEP MONUMENT NUMBER - R050 EL.+17.73' NAVD u 100 YR. STORM ELEVATION - +16.4 NAVD (FROM MONUMENT) _ - M MONUMENT) T/FINISH DECK 7 100 YR. STORM DESIGN GRADE ELEVATION +4.4 NAVD (FRO MO U ) 8 4 GROUND BOTTOM OF PILING - -14.4 NAVD 2x8 SYP No. 2 BOTTOM OF LOWEST HORIZONTAL STRUCTURAL ELEVATION - +16.4 NAVD S1.01 S1.01 (^n FLOOR VE CONSTRUCTION CERTIFICATION STATEMENTS @ 16" O.C. 4" BREAKAWAY CONC. 1 _3 3 3 _ 43 _ 3 1 -3 F „ \ SLAB w/SAWCUTS @ 9,_2/g„ 9,_2/„ _ 9, 2/„ 9, 2/ . ., ,• . m AT THE FEW LOCATIONS WHERE THE PILE SPACING HAS BEEN REDUCED TO LESS THAN 8:1 RATIO (PER BURRIED MIN 12 '� 8 8 8 8 ' » " FRAMING FBC 3109.4), THE PILES HAVE BEEN DESIGNED TO RESIST THE ADDITIONAL LOADS FROM FLOOD WATERS INTO GRADE I 5 -0 o.c, SEE 13/S1.01 FILE COPY AND TRAPPED DEBRIS. „ r d 49 -0 (SLAB EDGE DIM.) IG PLAN 12%22" BREAK-AWAY CONIC CURB It DO NOT FOUNDATION AND STRUCTURE IS ANCHORED TO RESIST FLOTATION, COLLAPSE AND LATERAL MOVEMENT w/4-#3 CONT. & #3 CLOSED " SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS DUE TO THE COMBINED EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE TIES AT 12" O.C. (TYP) ' UNCLEAR REFER TO THE BUILDING COMPONENTS THAT RECEIVE SUCH LOADING. BREAKAWAY ELEMENTS COMPLY WITH THE L ARCHITECTURAL THEEDAL OR INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQUIREMENTS'. REVIEWED FOR CODE COMPLIANCE f CONTACT THEEO.R AUGER CAST PILE FOUNDATION FOUNDATION CITY OF ATLANTIC BEACH PLAN NAME ITIONAL 1. FOUNDATION IS SUPPORTED BY 14" DIAMETER AUGER CAST PILES WITH A GROUT STRENGTH OF 5000 GROUND FLOOR FLAMING PLAN SEEPERMITSFORADD w 5a� aEACH AVE. PSI, A CAPACITY OF 26 TONS IN COMPRESSION, 8 TONS IN TENSION AND 2.6 KIPS IN SHEAR. AS PER REQUIREMEIV'ISANDCONDIIIONS. a DESIGN/DRAWN/CHECKED GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING SCIENCES, UES PROJECT No. SCALE: 1 4" = 1'-0" ItEVIEwEDSY: /n DATE: �� } CS KJL LAP 0930.1300083.0000, UES REPORT No. 1038313, DATED MAY 28, 2013. / J DATE 2. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES. NOTES: 0 06/ROL N 12"x22" BREAK-AWA`( 1 x4x12"I KEYWAY O CONTROL NO. 9 1 . THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. - 3. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. CONC. CURB w/ 5'-0" MAXIMUM WIDTH AT POUR BREAKS FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE Z TRUSS ID. x4x12"Ig KEYED JOINT EACH PANEL (TYP) 0 4. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AT 5'-0" O.C. BREAK ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY.AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION COMPLIES WITH REBAR AT JOINTS SECTION A- A LPA NO. THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH 2. FTGS. & FND. SHALL BE IN ACCORDANCE w LOCAL BUILDING CODES. Q AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED % 1) CONT-12-00356 356 PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE SHEET PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF 1 ION 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN z EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD �-oSCALE: 3/4" = 1'-0" ACCORDANCE WITH ASTM D 1557. X1 .0 LL. SHEET 2 OF 12 UPON COMPLETION OF THE AUGERED PILE WORK. 0 j - - T/CONC. CURB , , +17.57' NAVD 32'--0" 1 0 3' 8' 4" BREAKAWAY CONC. 433 '-0' 9,r 1 -2' 10' 2" 1 9» » - - - SLAB w/SAWCUTS C�? 5'-0"0 1 co Lou Pontigo and I Associates, Inc. I I T/SLAB _ ♦_/ ♦_/ ♦_/ II +17.73 I » - - - - - - - - - - - I I 420 Osceola Avenue AVD I 13 10 PILE TO P LE L,J -_ -- fax. Beach, Florida 32250 _j ------- I I I Ph. 242-0908 Fax. 241-9557 �� I �� I �� I � » I I ; FL:CA#8344 SC:CA#3579 ADD. 4®12 0 ADD. 4©12 x 0 (� I I � � � � I I CONTACT US WITH YOUR COMMENTS - 1 I I ( I o I I ( I PAVER STONE AS PER COMMENTS @ LP-A.COM - - - w ARCH DESIGN. I I I I I I I 14'-o" I I I I I I I �- --- - ----------- WATER LINE �� •PGENSF••.•• N TNA -- -- ------- No.53311 13' 6" PILE TO PE _j L- - - - - -1 - - - - - J SEE I 6 / I g' � BOND BEAM -o •I�� 1 �� 4 S1.02 STATE OF_ 1 1 I I I A` ♦_/ ♦_/ ♦_/ ♦ / i I SEE 5/S1.02 =, '••..�OR1�..• �� POOL II - - - - - - - - - - - - - - - - - - - - - - - - - - � I -- » r I I/ / R Do \� DATE I CURB TO SUPPORT WOOD 7 2 1 - I \ \ \ I 0 //\N N/ /� \/ POOL REVISION 8.26.13 FRANGIBLE PAVING, DECKING, SEE DETAIL 1/S1.0 S1.02 S1.0 TY �`/��/� --- ----- ---- ---- SEE ARCH 6" CONCRETE POOL SLAB, SEE 4/S1.02 - - - - - - - - - - - - 12"x14"MIN. BREAK-AWAY GRADE BEAM BEYOND / ♦ `_� ♦"/ ♦' FIELD ALTERATION CONC. CURB T/CURB - EL. 16.90' NAVD CONTRACTOR SHALL CONTACT LOU PONT60 8 ASSOCIATES PRIOR TO I _ _ SEE 1/S1.0 FOR REINFORCING _ _ _ _ _ _ _ _ _ _ SECTION MAKING TIO STRUCTURAL FIELD VAR MODIFICATIONS WHICH MAY VARY 2 FROM THE INTENT OF THE ORIGINAL NY 2x8 SYP No.2 _ _ _ -� _ _ -I _ _ -- _ _ _ _ _ _ _ _ _ _ - FIELCONSTD OIONSMAENTRS. RT �.. FIELD ALTERNATIONS MADE PRIOR TO FOR OUSE AT 16" O.C. S1.0 SCALE: 3/8" = 1'-0" BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR FOUND TION INSPECTION FEES. FER If SHEET S1.0 T/12x22 BREAK-AWAY Ile CONC. CURB L-L - - - - J �� - - - � �� - - - � �q - - - J �1 � - - - - T/CURB EL.+17.57' NAVD If r r i r _ SEE 1/S1.0 SIMILAR O .J r/ H POOL AND EXTERIOR PATIO PLANi u1s, L1.1 1 > 7 SIC 1 �'� 1'-2 3/4" 12'-9 1/4" 1'-0" ZQ U Lq SEE I----------------------_1 12'-9 1 4" TYPICAL AT STAIRS, C. EA WAY ENTERED WATER LINE 6/S1.02 �ti WOOD DECKING / WOOD DECKING W SEE 7/S1.02 SIMILAR. H00 EA END 7 3/8" 3'-2 3/4" 3'-2 3/4" 7 3/8" I I SEE 5 S1.02 SEE 5 12 POOL SHELL ---------------_ / ��- -�-� /S1.02 ---------- U 6" SLAB w/#4 @ 12 ` I ' ' VERT & # 4 CD? 12" I - I I OC. EA WAY CENTERED ► I HOOK EA END Q U OC HORIZ. EA FACE p o CD _I POOL - ` / I W �� CIT 8x22 BEAM i � � �------------- -- I -- 46x20 GRADE SEE SEE BEAM w/7-#5 w/2-#4 TOP & BOTT. & _ 8/51.01 8/S1.01 TOP & BOTT. & #3 STIRRUPS 12 O.C. ao _________ __--- --- I z #3 STIRRUPS 36x20 GRADE BEAM r i I 3 12" O.C. SEE WOOD DECKING, w/6-#5 TOP & BOTT. & i i i \\/\\,\%/ 1 /\% 8x22 BEAM 19/8"MIN-197 "MAXx37 DEEP W SEE 5/S1.02 GRADE I i - w/2-#4 TOP & BOTT. & 3 SECTION BEAM w/3-#4 TOP & BOTT. 00 4/S1.02 SIMILAR #3 STIRRUPS @ 12" O.C. BEAM SEE 4/S1.02 SIMILAR BEYOND =1__ _________I #3 STIRRUPS ® 12" O.C. 51.0 SCALE: 3/8" = 1'-0" & #3 STIRRUPS C�? 12" O.C. r n 6" CONCRETE POOL �.1 J SECTION Z SLAB, SEE 3/S1.02 11z.0 SCALE: 3/8" = 1'-0" O 6° (14 N d a �' I • • I 600 " STRUCTURAL CONCRETE #4� 12" O.C. w/STD HOOK 4 :d POOL SHELL WALL E.A. END AS SHOWN d POOL • 4° #40 12" O.C. E.W. PILE TYPICAL AT STAIRS. e4� . 6„ #4® 12" O.C. E.W. 12x16Y4 'BE,4MI. ° 1 -o n FOUNDATION SEE PLAN FOR ADDITIONAL TYPICAL AT SUN-BED REINFORCING AT INTERIOR �a w°/2 #4 TOP „ „ #4 C�? 8 O.C. SEE ARCH ° � d_ d . SUPPORTS. BdC�TT. & ° CENTERED & PLAN # HOOKED TYP. _ m SECTIONS PILE PAVER STONE AS PER J3 'STIRRUPS d ° 'd 6' #4 VERTICAL @ ARCHITECT DESIGN 1'- Ljj d �q12 4 O.C.d , 12x20 BEAM cU) Q d, O.C. CENTERED ° I ° ° Q a . d w/2-#4 TOP & BOTT. & ° d: d N F DETAILS 12 6" STRUCTURAL , _ EL.+17.73' NAVD a ° d 4. #3 STIRRUPS © 12" O.C. a CONCRETE SLAB WATER LINE EL.+17.57 NAVD �zN T/FINISH DECK ° T/GONG. CURB d �, d d d ° °d d a 4 SEE DETAIL O DO NOT HESEDRSCALE NGS.IF DIME SIO I #4 HORIZONTAL C� 4/S1.02 FOR UNCLEAR REFER TO THE r, d 6 STRUCTURAL d SEE DETAIL ° 4 d / THESE DRAWINGS.IFADIMENSIONIS » - T �' 4/51.02 FOR d d e ARCHITECTURAL DRAWINGS OR 12 O.C., CENTERED d ° . \- CONCRETE SLAB a -°.- _ 4 REINF. (TYP) ° T REINF. (TYP) �- CONTACT THE E.O.R. d I ° Qa co . _ 2x8 SYP No. 2 -- • ° ♦ - -. d PLAN NAME d a 00 6" WATERLINE © 16" O.C. d - ° _ a a d a d _ _ A d e_ . d'• a d. • pp W 587 BEACH AVE. ;,� ° • `a • #4 © 12" O.C. I TILE BOND BEAM w 4- 4 00 i '°. d ° j Q I a, DESIGN/DRAWN/CHECKED / # I w SEE 4/S1.02 d • . GRADE BEAM, I EA. WAY CENTERED CONT. & 3 CLOSED J/_ cs KJL LAP a .. #» SEE 4/S1.02 FOR REINF. (TYP) I. ° . , . >- BEND OVER VERTICAL #5 #4 HORIZONTAL C�? TIES AT 12 O.C. (TYP) d d d. _ _ a SEE PLAN Z08/26/13 /AT/ i AUGERCAST PILE REINFORCING FOR REINF. {TYP) a � d- ° 4 ° os 2s 13 12" O.C., CENTERED #4 VERTICAL O CONTROL NO. TRU30"x20" GRADE BEAM INTO GRADE BEAM/SLAB 12" O.C., CENTERED w/5-#5 TOP & BOTT. & » .dLw j 2 -6 14 ANCHOR PILE, SEE 1/S1.01 #3 STIRRUPS ® 12 O.C. (TYPICAL 8 LOCATIONS) 2 _6 GRADE BEAM, TYP I CAL STAIR ss . 30"w x 20"d TYPICAL COPINGZEDGE DETAIL POOL COVER Z SUN - BED SEE PLAN 2 _6 Q CONT-12-00356LPA 1 O SH EET r4__� SECTION 5 SECTION - 6 SECTIONr7� SECTION z " - " - '- " SCALE: 3 4" = 1'-0" SCALE: 3 4" - 1'-0" S1 ,02 1.0 SCALE: 3/4 - 1 0 1.0 SCALE: 3/4 - 1 0 1.0 / 1.0 / - O SHEET 4O 12