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740 Paradise Ln foundation permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 FOUNDATION ONLY- SINGLE OR TWO FAMILY FOUNDATION ONLY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: FOUN17-0001 Description: FOUNDATION ONLY FOR NEW SINGLE FAMILY Estimated value: 12000 Issue Date: 7/10/2017 Expiration Date: 11612018 PROPERTY ADDRESS: Address: 740 PARADISE LN RE Number: 1723760245 pROPERTYOWNER: Name: SPRINGFIELD BUILDERS LLC Address: 13846 ATLANTIC BLVD#204 JACKSONVILLE, FL 32225 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: SPRINGFIELD BUILDERS LLC Address: 1881 BEACH AVE RALPH BUCK DAVIS ATLANTIC BEACH, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work,a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Permit Conditions City of Atlantic Beach Permit Number; FOUN17-0001 Description;FOUNDATION ONLY FOR NEW SINGLE FAMILY Applied:6/16/2017 Approved:6/30/2017 Site Address:740 PARADISE LN issued:7/10/2017 Finaled: City,State Zip Code:Atlantic Beach,FI 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:SPRINGFIELD BUILDERS LLC Parent Project: Contractor:�Iii Details: LIST OF CONDITIONS SEQ NO ADDE DATE REQUIRED DATE I SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Sc.0 Willi.., Notes; Full erosion contol ri must be Installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814) to request an Erosion and Sediment Control Inspection prior to sturt of construction. MARKS 2 6/22/ 017 1 1 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scout Williams Notes: All runoff ust,emain on-site=during construction. 3 6/22/ 017 IONAL �CIF IINTAINEIE INIF-AT INS PUBLIC WORKS Scout Williams Notes: Roll off container company must be on city approved list(Advanced Disposal,union Recycling,Sh.pell's,Inc.,Republic Services). Container cannot be placed on City right-of-way. 4 1 6122/2017 RIGHT OF WAY RESTORATION INFORMATIONAL Notes: PUBLICIAVORKS Scott Williams Full right-of-way restoration,Including sod,is required. 5 6/22/2017 _T:::��RL NOFF INFO Notes: PUBLIC WORKS Scott Willi.., All runoff must remain on-she Cannot Ise lot elevation. 00, Printed:Monday,10 July,2017 1 of i "�J' City of Atlantic Beach APPLICATION NUMBER Building Department (To be a!�igned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 C)fu Phone(904)247-5826 Fax(904)247-5845 0.z�ff E-mail: building-dept@wab.us Date muted: Cityweb-site: hftp/N�coab,us APPLICATION REVIEW AND TRACKING FORM Property Address: '740 PAtzic\ois,(—zz-� Buildinq2 ant review required Yes No Applicant: uLD ;��Zonitn� Project: Fri "'at,or 11511ccc_411�1411s' � Public Safety Fire Services Review Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept.of Environmental Protection Florida Dept of Transportation St.Johns River Water Management—Distnct Amy Corps of Engineers Division of Hotels and Restaumn-ts— Division ofAlcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: Voproved. E]Denled. ONot applicable (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date TREEADMIN. Second Review: JAApproved as revised. [—]Denied. E]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:A�11 FIRE SERVICES Third Review: ElApproved as revised. E]Denied. E]Not applicable Comments: Reviewed by: Date: Revisad ONIW2017 CITY OF ATLANTIC BEACH S 800 Seminole Road J N 2 0 2017 Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX (904)247-5845 U W119, REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Z.— 1-1 Received by: Resubmitted:- - 7 ' A- Permit Number: .,n Original Plans Examiner: It ProjectNanne: it ss As L- Project Address:: L � 1 Contractor: b, 5 Contact Name: Cards -mail: c!,�q�. L, &6,z� 0- -c- Contact Phone : 9 k (&L�- c'-Ll 5- 0 cte �Vism /Plan Check/Permit Fee(a)Due: $ 11 — Description of Proposed Revision to Existing Permit: OL Additional Increase in Building Value: Additional S.F. Site Plan Revised: Lol< Public W U Approval- By signing b064 I(pnimmums) affirm that the above revision is inclusive f t proplo sages. Signature of Contractor/Agent(Cunmetur must sign if immase in vaiustion) Date Offim Use Only Date:— Approved: L,1� R�j.Wd_ N/A to Dept: Plan Review CoMMcnts ;De artment review re5quired Yes I No I r-14 Uji M larmin &Zonin Plans Examiner .tor Tree Administrator hl s ?o �,l Public Safety Date C.5/1�11 4 FireSewic#es City of Atlantic Beach APPLICATION NUMBER Building Department (To be a2�gned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 0 L)AJ Phone(904)247-5B26 Fax(904)247-5845 E-mail: building-dept@wab,us Date routed: Cny web site: ht1p/Avww.coa1b us APPLICATION REVIEW AND TRACKING FORM Property Address: -740 R:;�Ab , LcLf,_) �npwrtMlmt review required Y11 No din Applicant: somn tre'r� Project: FnOLDC�"O�rN -;Pubimcutilitles; Public Safety Fire Services Review' Other Agency Review or Penrilt Required Review of Permit=p3y Date Florida Dept.of Environmental Protection Florida Dept. of Transportaflon St.Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restauwn�� Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ElApproved. PriSemed. E]Not applicable (Circle one.) Comments: �eed,, BUILDING PLANNING&ZONING Reviewed lby.�0�_ 'Otg�_Date: 6 TREEADMIN. Second Review: PlApproved as revised. [:]Denied. E]Not applicable PUBLIC WORKS Comments PUBLIC UTILITIES PUBLIC SAFETY Reviewed by&,,�� Date:K_/2 2(( FIRE SERVICES Third Review: [JAPProved as revised. ElDenied. E]Not applicable Comments: Reviewed by: Date: Itevised W1912017 gggu CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 V JUN 2 0 201710 Telephone(904)247-5800 FAX(904)247-5845 oll 19 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Received by: Resubmitted: Pennit Number: -t� l, Original Plans Examinerr� ProjectName: '-to Project Address,77L�JC5 A.7%, L�,� Contractor:__-� ,j _\N�5 Contact Name: "Ac"t (e,,U� -1-K7 Contact e-mail: So Contact Phone :_ _cL1q\ 'k zs (3� ��sion Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Perrnit� OL Additional Increase in Building Value: $ C:3 Additional S.F. Site Plan Revised: !4 f.S Public W U Approval: gning b064 nt narac) It affm that the above revision ive of thi 0 By sifm is inl,,,V, pro ges. Signature of Contractor/Agent(Con�asen slan ff__In-lu.n..) Date Office Use Only Date Approvd:_ Rspcted._ N/A n,Dept: Plan Review Comments: AaVint review re uired Yes No Plans Examiner Tree Administrator Ubl* o a Public Safety Date Fire Services ,--vi City of Atlantic Beach APPLICATION NUMBER Building Department Jobea!�,Qned by the Building Department.) 800 Seminole Road C) Atiantic Beach,Flofida 32233-5445 Phone(904)247-5826 Fu(904)247-5845 E-mail: building-dept@coate.us zu D�t.muteo Cityweb-site htpl/vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: -740 PA(?-P, JBuilding-)ant review required Yes No ,D &Zonin LIN,) _r Applicant: OiLD 0(-Tree-Ac[inhistrator Project: F-10OLD(J"60 -PUBIC Utilities Public Safety Fire Services Review fee Dept Signpilge Other Agency Review or Pennit Required Review or Receipt Date of Permit Verified By Florida Dept of Envronmental Protection Florida Dept of Tnansporefion St.Johns RiverWater Management District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 64Approved. E]Denied. E]Not applicable (Circle one.) Comments: _JW RQJJ BUILDING PLANNING&ZONING Reviewed by 4A",fAr__Date: TREEADMIN. Second Review: DApproved as revised. L:]Denied. E]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:- FIRE SERVICES Third Review: ElApproved as revised. ElDenied. E]Not applicable Comments: Reviewed by: Date: Revised 0511912017 1 0 E CITY OF ATLANTIC BEACH 800 Seminole Road JUN 2=0 2017 Atlantic Beach,Florida 32233 r) Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHE] G E Rf E CORRECTIONS TO REVIEW C=ENT t JUN 2 1 2017 i I I Date: G- Z'— Received by: Resubmitted: Permit Number: F..,I I Original Plans Examiner: t Project L Project Address,2LJO Contractor: ------ Contact Name: st I Contact Phone -'Lk Contact e-mail: (:K-r in Plan Check/Permit Fee(s)Due: s _! �s� Description of Proposed Revision to Existituz Permit: Additional Increase in Building Value: $ C�) Additional S.F. Site Plan Revised: �J:�s Public W U Approval: BY Signing I" I lvi.tsn..) L_4s affirm that the above revision is iacm U�"" , ", Prop be&Tjz�_ , �-- Signature of Contractor/Agent(cw�rIM-9 -P tr�_ Date Ofamunonly DM: b;k-g A,..d Rejwtcd:. N/A W DpI Plan Review Comments: De artment rrev re ulred Yes No nnin &Zonin Tree Administrator Plans Examiner bl a Public Saf ety Fire Services Date V13/17 4 Building Permit Application Updatedl 515117 City of Atlantic Beach In 800 Seminole Road,Atlantic Beach,FL 32233 #' Phone:(904)247-5826 Fax: (904)247-5845 Job Address: Mfo 'Pa"a-'. (a. � Permit Number: Foollj 17 - coo i Legal Description t.�- C/o RE# 1'7z- 374-E)ZY5 Valuation of Work(Replacement Cost)$ /2� Heated/Cooled SIF Non-Heated/Cooled_ • Class of Work(Circle one):J9 Addition Alteration Repair Move Demo Pool Window/Door • Use of existlng/proposed structure(s)(Circle one): Commercial • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal I /7-00V-95�F Describe In detai I the type of work to be performed: -TeEi.– Rkao-OVAL. I 0o, 1cr — A)ta 5-11, ��111 1-7-L)P-TV- 465 Florida Product Approval If for multiple products use product approval form Proopertv Owner Information Name: -id T�Aclas' tLL Address: 13eyi� A*4�1� 2(4 city State F1 zip 377–L5- Phone '/0'J 6ZL 0ZY5 E-Mail MIF,6. b fir1arn,t-1 - cs�rm Owner or 4ent(if Agent,Power of Attorn&y or Agency Letter Required) Contractor Information NameofCompany: �4e%� AS c�&� Qualifying Agent: Address ege— city State ZIP_ Office Phone iVD(/— lot& —OLtIS' Job Site/Contact N. r -5-9( E-Mail State Certification/Registration#C Z ?-41 _JLAp Architect Name&Ph one# 70Y rlo'st)sz- Engineer's Name&Phone e�ffnl i ZA, . 109 AM LItalf Workers Compensation !-- LEZ.—Po Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT."UR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND T 0 IN INAN NS LT WITH YOUR LENDER ATT07R � BEFO! 0 A NS Y JU OF Cor M REICFRED 4ME IF 7N ICE OF C NCEMENT. (SignataineofO e �)enl) (Signature of Contractor) (Includingn _ , I C-- Slilined and sworn,to�r afflr�mVel or y of S! ned and sworn to or affirmpbeCois ay of --- 9Ae——Z0 J by onp— ZOI by —3 — ' L9 F7 I (Signature oMotary) (Signature of Notarv) I GIWLESPEIRNR-� 1 11 mycoMMISSONO WCOMISSIENlIFFS24951 D, ccvr� Personally Known OR EXPIRES Ctlobar6 PEA I Produced Identification Personally Known( [ I Produced Identification Type of Identification: Type of Identification: N12'51'29*E 1020, um SCALE:1'= 20' �-llq 'E 10200 ME R-mml,R Earth Works, Im. 1=�� IW.FL ME-0- M= W aas "OWS 0 LS 3.W.�S El 3VA 0 > 6v 101 iE t1a Fl� .8----------- low J �ff ATE —6rosion & Ong OWOVG AJMN OW 91 Sediment �Vd 1� E Earth Worics, 11 C. lml�Bw �.ft FL WM ww lifgaus MW 460.6aus OLUS Ol PV a ------------------ ma I�u (9.W� — ----- in-I Imlig Construction Management L-3 Ok, XS, VO �110, 04 Mi Works, Im. iml�� AM Ilrduzs ww lirgaas FL� W 3.19,OULS MjMW 3.60AUS dij LO 13 CiD 1 01 6 LW M 17- 3g�y�(16 lww Aur. N A0,0—OW-3�A1. 3�3;ftYcl L-4 01% oq� Earth Works. 11 c. MM IIW.ZULS 00�I r,�S A%3.XXLIS jlml�Bw 3.19,0 1116im 3.'60.60.LLS AffW 3.L*.LUZS �.Wlft FL 0) 43VA 1 0 1 .0 X Tm�rnovod > [I T.�d 0 T.Plan� 3 V A R000�,� Ct No Mitigafim 0A 12 Lol 13 x Or 4- 1 �) ---------------- 0 I�ff I�ff CAM Am d5 9 114" a"s 7: To,c m�uodk. v T T�..�pl.W 36T d T— ool-'—o'o' T.Mi,ig -L�-: M-g—--I 1� �,Iand w $""oo, $"",, Mkig�M�n,�12"@$Mhool, $1,476M L-5 —� T 00%, yo 0 . HULSBERG ENGINEEIRJNG, INC. 39'-0" 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 9'-6" 7-10" P:904.886.2401 F:904.260.4367 www.Hu Isberg Eng ineedng,com ��.A.NUMBER:25846 -7 -- r -.1111", 24"x 24"x 12"PAD FOOTING AqxkAP S ON`% % WITH(2)#5 EACH WAY(TYP.) SEE DETAIL"E"ON SD-1 V, s CC,s op uj B 16'-6" DOOR RECESS % . ................................................. ..... 1\4i; .... ....... ..... ..............I................................... ......... .................................................... ............. ....... ....1........... ................ .............. .......... .... .... ... .... .... ... ... .... N,PE No.50791 COMMENTS: Of 4"CONCRETE SLAB WITH 0 6x6 W1.41.4 WWF OR co FIBERMESH OVER 6 MIL FOUNDATION PLAN ISSUE ONLY VAPOR BARRIER COVERING B ENGINEERING FOR HOUSE SD-1 CLEAN AND COMPACTED FILL E DESIGN TO BE ISSUED AT LATER �B DATE.CONTRACTOR TO VERIFY SD-1 PRIOR TO CONSTRUCTION 11'-6" 3-0" 2'-6" T-X 6�2" 12'-8" 00 CD ......... C? co C? —1 L 4 - - -- - - - - - - - - c'15, CO C/) cg-41 CLIENT: r— BUCKY DAVIS J*mg D C-4 PROJECT: ,SPECIAL EMB DDED STRAPS cl) REQUIR .........................................F7 ED AT"JARROW WALLS" 40 PARADISE PRESERVE SEE DETAIL'A"PIN SHEET SD 8 ....................... N(*E CJ SUGGESTED CONTROL JOINT C70UNTY ...................................................... ......... ...... ..... JOB NUMBER: LOCATIONS(SEE DETAIL T ON SD-2) CONTINUOUS FOOTING ACROSS c? Lo 17-09591 DUVAL R OPf�j SCALE: col V-0"(U.O.N DENOTES TWO STORY E DO NOT SCALE THIS DRAWING FOOTING CONDITION 16'-0" 6'-6" 12'-2" 5; RELEASE DATE: zo; 06-06-17 C9 V 2; L" REVISIONS: Lo V-0 CONTRACTOR SHALL VERIFY ALL DIMENSIONS U) USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION '1-24"x 24"x 12"PAD FOOTING DRAWN BY: S WITH(2)#5 EACH WAY(TYP.) CMF 19l-2" 8'-2" 1 T-8" SEE DETAIL"E"ON SD-1 CHECKED BY: 39'-0" TITLE: FSS FOUNDATION PLAN FOUNDATION PLAN SHEET: S-3 MAP OF BOUNDARY SURVEY OF DESCRIPTION.' LOTS 40, PARADISE PRESERVE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 57 PAGE(S) 31, 31A. 31B AND 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA LANE VARIABLE RIGHT-CF-01— ...ASRaTj)AVEWWT._:- 7' -NIAffaW 7 CAM BASIN FND XCUT N77*13'12'N 55.14' (14 F.I.P. 1/2, IN Dnr*wy 1704 N77`0515"If 55.00, 00 N77'16'17'N 55.00' (N) jfY. No ID o'- N77 VB'31'N 55.00' N77 VB'31.#55.00' M 77 TO*31'N 55-00' M V.Z.P. Mal EASSENT EASEMW LR 17M "EM F.I.P. IR* S89W'43*11 42.49' X -——— —— —La Vw- — —— —— — S89'36'50-10 42.60 (P) —— —— —— — to'slo. p CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OF.' BlUCKY DAVIS STREET ADDREST 0 A 0 PARADISE LANE 39 uj ATLANTIC BEACK FLORIDA 3 Lu L 0 UA Lo L 0 Lo lul cu cu F c m cu C cu to cu SURVEY NOTES: SCALE: 1' 30* 01 BEARINGS ARE BASED ON PLAT KITH THE NEST LZNE OF LOT 40. BEING SNOO*23*10"N. F.1.Pj Iff F.I.P. 112" 02 UlYDERSROUND UTILITIES, FOUNDATIONS OR OTHER F.Z.P. Le LB 1704 IMPROVEMENTS WERE NOT LOCATED BY THIS SURVEY. 112 LB 17041* THE FEDERAL EMERGENCY MANAGEMENT AGENCY AF.I. 112* 03 ACCORDING TO S77 Vg'09'E 55.00' (14 6 S77'10*51'E 55 00' (N) Lfi 1704 FIRM MAP PANEL No. 12031C 0408 K EF17ECTIVE 06/03/201a S77-07-47-E 55.13- 00 c� '66 LIE IN ZONE 'X*. S77*08'31'E 55.00' (P) S77'08*31'E 55.00' M S77-07-31-E55. (P) THE PROPERTY DESCRIBED HEREON APPEARS TO T OF AN ABSTRACT. c_ #4 THIS SURVEY PERFORMED WITHOUT BENEFZ TITLE SEARCH, TITLE OPINION OR TITLE INSURANCE. cr DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF #5 cr AND ARE PLAT AND MEASURED UNLESS SHOWN OTHERWISE- cn En OTHERWISE. -1 #6 ALL EASEMENTS ARE PER PLAT UNLESS SHOWN tj LL T APPLY WHICH ARE #7 THERE NAY BE ADDITIONAL RESTRICTIONS THA NOT SHOWN ON THIS SURVEY WHICH CAN BE FOUND IN PUBLIC RECORDS OF SAID COUNTY. 1pa THIS SURVEY DOES NOT GUARANTEE OWNERSHIP. z tu NOTICE OF LIABILITY. THIS SURVEY IS CERTIFIED To THOSE INOZVZOUALS SHOWN ON 09 TEMPORARY. NON-PERMANENT IMPROVEMENTS ANDIOR MAN-MADE ITEMS THE FACE THEREOF. ANY OTHER USE BENEFIT OR RELIANCE BY ANY OTHER PARTY IS SUCH Aa BUT NOT LIMITED TO THE FOLLOWIM BUILDING MATERIAL. STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE STORAGE POW. PAVER BLOCKS; RUBBERMAID OR PLASTIC UTILITY CL Y&/0.-VAN K LE CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE BUILDINGS NOT ON FOUNDATZON.% VEHICLES ON BLOCKS MAY BE ON FLORTDA LZSTERED SURVEYOR AND MAPPER NO. 2546 RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY WITHOUT EXPRESS THIS PROPERTY BUT NOT LOCATED OR SHOWN. NOT VALID WITHOUT THE SIGNATURE & THE ORIGINAL RAISED WRITTEN CONSENT OF THE SURVEYOR. VIDEO BY CLIENT. SEAL OF A FLORIDA LICENSED SARVEYOR AND MAPPER. #10 LEGAL DESCRIPTION PRO j!!�: PROJECT INFORMATIO�N F.0 N FOUNU CONCRETE MONUMEN C.N - CONCRETE i UMPENT 0-DEED FIH FIRE HYDRANT ORE -OVERHEAD ELECTRIC FIELD SURVEY DATE FIRST COAST LAND ORDER NO. 26755 T PLOT PLAN FOUND IRON ROD AND CAP P.T: POINT OF ANGENCY P.I. - POINT OF INTERSECTION EUR Ulffn VALVE C.L.F.-CHAIN LINK FENCE F.1'.R'.C. - AIR COWITZONIN6 UNrT FOUN12 SURVEYING, INC P.0 POINT OF URVATURE AIC FND N.F.�MF2%Na DRAWN BY. TNP F Z R FOLM ZRON ROD ASEMENT R-RADIUS (P) PLAT C.0 BOUNDARY 0312312016 F:1:P: _-FOUND IRON PIPE U.E. UTZTLITY - Anc LENGTH EL ELEVATION NN' NATER METER 840-222 EDGEENOOD AVE SOUTH, JACKSONVILLE. %.32205 Sl-R C.- SET XRON ROD AM CAP D.E. DRAINAGE ASEMENr L REVIEWED BY. TNP c 'TER ps- PHONE Box CONC CONCRETE NP-NOW POLE FORNBOARD PHONE (904) 779-2062 FAX (904) 779-7784 F.ENGO' FOUND NAZL AND DISK 6 CURB& su FIELD RIGHT OF rAY CB CA13LE BOX ESWT EASEMENT c-c� CERTIFICATE NO. LB 7261 CHECKED BY. VAN CALCULATED MEASUREMENT CENTERLIA EB ELECTRIC BOX COR CORNER FOUNDATION C RZ DADSURVEYOR@AOL.COM PC) c LP-LIGHT POLE NNN.FIRSTCOASTLANDSURVEYING.COt4 6: Cl:F:-/ A / / / .'. 0. 1 4 L.F. 7�? DESIGN SPECIFICATIONS: GENERAL NOTES: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over "UULSBERG Project has been designed in accordance with the 5th Edition(2014)Florida Building 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with JL JL ENGINEERING, INC. Code,Residential,and the Florida Building Code,Existing Building(as applicable). Architectural,civil(site),electrical, mechanical(plumbing and liw"C),waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of-1"to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE#202 2 JACKSONVILLE,FL.32258 complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per 8 DESIGN CRITERIA: 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations. a P:904.886.2401 F:904,260.4367 www.HursbergEngineering com conformance with all requirements of the authorities having jurisdiction over this type Wind Design Method ASCE 7-10 of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and FLORIDA C.A.NUMBFiR:25846 Basic Wind Speed: 130 mph other deleterious material.Structural fill shall be compacted to a density of at least pop- _018"11 8 Building Risk Category: 11 3 S\Mpso Wind Exposure: C(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D 1557).Termite protection - ........ Av contractor's sole responsibility to determine the procedure,sf:.quance,and temporary shall be provided in accordance with applicable code requirements. If soil treatment Building Classification: Residential Building Type: Type V Construction bracing as to insure the safety of the building and its component r arts during is used,the treatment shall be done after all excavation,backfilling,and compaction Wind-Borne Debris: NOT located in the wind-borne debris region construction. is completed. site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be \40. 4. The contractor shall verify all conditions and dimensions at the ion ok LJJ LAJ Unless otherwise noted,project site considerations shall be the responsibility of the commencing work. compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density owner and/or contractor. Examples of such items include,but shall not be limited to, determination of grade elevations,drainage features,and special requirements (ASTM D1 557)for a depth of at least two feet(Z-O")below the bottom of the footing. 4::)�- 5. The contractor shall supply,locate,and build into the work all ir-serts,anchors,angles, * associated with FEMA flood hazard and/or DEP zones. �,90�0� plates,openings,sleeves,hangers,slab depressions,or other r:omponents as may be 11. The following minimum concrete cover shall be provided for reinforcement: F1 C*6 3" Concrete cast against and permanently exposed to earth AN required to attach and accommodate other work. DESIGN DEAD LOADS: 2" Concrete exposed to earth or weather ON,PE 50791 6. All details and sections shown on the structural drawings are irlerlded to be typical 1 1/2"Concrete not exposed to earth or weather Floors: COMMENTS.., and shall be construed to apply to any similar situation elsewhere ir the work except The design floor dead load of 12 psf assumes a floor system utilizing wood decking or 2 where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following _F wood subflooring over wood truss,wood]-joist,or solid sawn lumber framing. The floor covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be minimum lengths: 7. Refer to the structural drawings for all structural details and Secri--ms. The contractor #4 bars: 21"minimum notified if the floor coverings differ from the noted assumptions FOUNDATION PLAN ISSUE ONLY shall contact the Engineer for clarification in cases of conflict te._�vveen the structural #5 bars: 26"minimum ENGINEERING FOR HOUSE drawings and any drawings prepared by others prior to comm-aricIng work. #6 bars: 32"minimum Roofs: DESIGN TO BE ISSUED AT LATER Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. DATE.CONTRACTOR TO VERIFY Concrete or Clay Tile: 15 psf The design of the project structure assumes an allowable Sol!heeiring capacity of Refer to Architectiral Plans for Roof Covering System PRIOR TO CONSTRUCTION 2000 psf. The Engineer shall be notified if soil conditions-nc�,i_ terecl differ from the 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support noted assumptions. All requirements for site preparation and soi!cornpaction reinforcing steel.Support items which bear on exposed concrete surfaces shall have DESIGN LIVE LOADS: specified in the soils report shall be followed unless more requirements are ends which are plastic tipped or stainless steel. specified in these plans. Floors: Exterior Balconies: 40 psf MASONRY: CONCRETE: Exterior Decks: 40 psf Stairs: 40 psf(or 300 lb point load) General: 1. All concrete work shall be in accordance with"Building Code Fequirements for Garages: 50 psf(or 2000 lb point load) All Other Areas� 40 psf Structural Concrete,"ACI 318-11,and"Specification for Struclu,31 Concrete,"ACI 301 1. All masonry work shall be in accordance with"Building Code Requirements for Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI 2. All concrete shall have the following minimum compressive s�rccv�gth at 28 days: 530.1-11 Attics: Slabs on grade,footings,and misc.concrete: f C=2500osi Without Storage: 10 psf Structural slabs,walls, beams and columns: f'C=3,_,m00pSi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of With Limited Storage: 20 psf With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete. 1()000psi 2000 psi per ASTM C1 019.Grout shall be mixed to provide a slump between 8"to 11 3. Cement shall conform to"Specification for Portland Cement"(,`�'ITM C150) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used Roofs: Less than 4:12 slope: 20 psf in brick veneer. Z 4. Aggregate shall conform to"Specification for Concrete Aggi�.gatas`(ASTM C33) CLIENT: 4:12 slope or greater: 16 psf 4. The contractor shall be responsible for the design and installation of all flashing. BUCKY DAVIS 5. Water shall be clean and free of injurious amounts of oil, aikalis,salts,organic DEFLECTION CRITERIA: material or other substances that are deleterious to concrete Cr!,Ieel reinforcement. Concrete Masonry(CMU): I& PROJECT: 40 PARADISE PRESERVE Walls: Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwi,,o noted on the 1. Concrete masonry units(CMU)shall be ASTM C90-1 18, Hollow Load-Bearing structural drawings.All reinforcing details shall conform to"De(oils and Detailing of Concrete Masonry Units, normal weight,with a minimum compressive strength of Wind loads with other brittle finishes: L/240 Concrete Reinforcement,"ACI 315,unless detailed otherwise or.the structural 1900 psi(f m=1500 psi). JOB NUMBER: COUNTY: L/1 20 or L/1 80* -;q Wind loads with flexible finishes: 17-097 DUVAL L/I 8jQ for exterior walls with interior gypsum board finish. drawings. SCALE: Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following V-0"(U.O.N.) Live Load: L/480 7. Tolerances for foundation and slab alignment as well as placernent of reinforcement minimum lengths: DO NOT SCALE THIS DRAWING shall be in accordance with"Standard Tolerances for Concrete�-onstruction and #4 bars: 20"minimum Total Load: L/240 RELEASE DATE: Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. #5 bars: 25"minimum Increased floor stiffness may be required by floor covering manufacturer 06-06-17 #6 bars: 30"minimum REVISIONS: Roofs:Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5-0"maximum lifts. Total Load: L/180 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall DRAWN BY CMF height exceeds 5-0". 75i CHECKED BY: FSS 5. Beam reinforcement shall be continuous across control joints. TITLE: GENERAL NOTES S EET 1 of 2 H SHEET: S-1 Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: 2-ply beams with(3)rows of 0.1 31"x3 1/4"nails @ 12"o.c. ULSBERG 1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick, Facing Brick,and 3-ply beams with(3)rows of 0.131"x3%"nails @ 8"o.c.(each side) 1. All window,door and soffit assemblies shall be designed to withstand the design HENGINEERING, INC. Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6%"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's requirements. 11481 OLD ST,AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 2. Brick veneer shall be anchored with approved ties spaced no more than 16' o.c. STRUCTURAL STEEL: P:904.886.2401 F:904.260A367 vertical and 16"o.c.horizontal. Additional ties shall be provided around all Nall www.HulsbergEngineedng.com openings greater than 16"in either direction,and shall be spaced no more than 36" 1 Structural steel shall conform to AISC Specifications for Design and Fabrication and FLORIDA C.A.NUMBER:25846 o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). a.Welded Connections: AWS D1.1 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi) have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi) WIND PRESSURES ON WINDOWS, DOORS & % 22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) 4? Adjustable or strand wire veneer ties shall be used at CMU walls. SOFFITS (pso XA'SE e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) Z Irj f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or 4. Unless otherwise noted on the plans,a steel angle L4x4xl/4 shall be used'or ASTM A53 Ty=35 ksi) AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) C cr- supporting brick veneer over openings. This angle will not be required for e rched _J ao. LLJ Pos Neg Pos Neg windows where brick is self-supporting. If the length of the opening exceeds 6-0"then 2. All structural steel connections and fabrications shall comply with AISC specifications. the steel angle shall be attached to the wood framing with x 3"lag screws @ 12" 0 to 20 sf 24.7 -33.0 24.7 -26.8 % *0, o.c.or Simpson)/4"x 3"SIDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 20.1 to 50 sf 23.6 -30.7 23.6 -25.7 WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 50.1 to 100 sf 22.2 -27.8 22.2 -24.2 shall not be used. 100.1 to 200 sf 20.91 -25.71 20.91 -23�O . 1. All wood framing has been designed in accordance with"National Design E pecificatior 200.1 to 500 sf 19.91 -23.41 19.91 -21.9 (NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. Soffit Design Pressure 24.71 -33.01 24.71 -26.8 Base Design Pressure 20.90 GCpi ±0.18 0. 2. Southern Yellow Pine member design incorporates design values for all siz3s and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior FOUNDATION PLAN ISSUE ONLY grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". ENGINEERING FOR HOUSE No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by DESIGN TO BE ISSUED AT LATER the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel DATE.CONTRACTOR TO VERIFY surfaces exposed and visible to the exterior of the structure. 3. All wood members exposed to weather or in contact with masonry,concretl�or soil PRIOR TO CONSTRUCTION shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. 4. If ACQ treatment is used on any wood member,then all nailing shall requir HARDWARE AND ANCHORS: hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM B695,Class 50. TYPICAL EDGE STRIP(5) If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, a=3.9' United Steel Products(USP), or Engineer approved equal. 5. Prefabricated wood trusses shall comply with INDS and"National Design Sl3ndard for TYPICAL INTERIOR ZONE(4) Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554,Grade 36. 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. F_ 3. All metal connectors and hardware which are exposed to the emerior or in contact 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless I eel or galvanized per registered Engineer's seal for approval.Design notes shall include the rated load ASTM Al 53,Class C,or ASTM B695,Class 50. capacity of the truss to truss connectors,and the manufacturer's license to fabricate trusses utilizing the connector system proposed.The contractor shall apprc ve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufa;turer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor g, CLIENT: 8. Jobsite handling and erection,including temporary bracing,during installation of adhesive. BUCKY DAVIS trusses shall comply with TPI/WTCA BCSI 1. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened ROOF COVERING: PROJECT: to their supporting walls or beams with metal connectors as noted in the Tr ss 1. The contractor shall be responsible for the design and installation of the roof covering i 40 PARADISE PRESERVE Connection Schedule. system. .... E JOB NUMBER: COUNTY: 10. All gable ends shall be balloon framed or braced in accordance with the applicable Z Asphalt shingles shall comply with ASTM D3161 and be installed according to the . ...... .................... 17.AQ59 DUVAL detail as shown in the structural drawings. manufacturer's requirements. SCALE: Y8"=V-0"(LI.O.N.) 11. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fi lers)shall 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation DO NOT SCALE THIS DRAWING /'a' TYPICAL INTERIOR Z, be provided by others. Manual,"and the manufacturer's requirements. RELEASE DATE: 06-06-17 REVISIONS: 12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E 1514 and be installed according specifications: to the manufacturer's requirements. LVL or Parallam LSL E=2,000,OOG psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing F DRAWN BY: Fb=2,600 psi Fb=2,325 psi and valley material. CMF Fc=750 psi Fe=900 psi 2. CHECKED BY: Fv=285 psi Fv=310 psi FSS TITLE GENERAL NOTES SHEET 2 of 2 SHEET: S-2 BRICK VENEER WITH VAIR SPACE ULSBERG AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT. < ENGINEERING, INC. SPACE AND WALL TIES 11 H CONT.FLASHING;PROVIDE WEEP HOLES FILL JOINT WITH ELASTOMERIC SILL PLATE --CONT.FLASHING;PROVIDE SILL PLATE- JOINT FILLER @ 33"O.C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 WEEP HOLES @ 33�0.13. HEIGHT OF CURB VARIES(8" a P:904.886.2401 F:904.260.4367 CONCRETE SLAB MAX.) SILL PLATE GROUT AIR SPACE BELOW FLASHING >� GROUT AIR SPACE BELOW b"MIN.; CONCRETE SLAB .21 www.HulsbergEngineeNng.com 00 1 SILL FLASHING GRADE--\ CONCRETE SLAB �L�k"&"VMBER:25846 E PLATE r CONCRETE SLAB X/I 4 'Pro #5 CONT. RADE GRADE-� Alp- v- 8"C U STEMWALL WITH(1)#4 @ 48"O.C. I/X, NU IN EACH CORNER. 01 0 - 8"CMU STEMWALL WITH(1)#4 48"O.C. -co F AND IN EACH CORNER. 5 ILL CELL SOLID AT EACH#4 REBAR. HOOK REBAR 12"INTO UPPER COURSE Lu FILL CELL SOLID AT EACH#4 REBAR. 0, z OF BLOCKS AND 6"INTO FOOTING. HOOK REBAR 12"INTO SLAB AND 6"INTO v-0. ONE STORY-(2)#5 CONT. FOOTING. V-4" TWO STORY-(2)#5 CONT. 'Q N % 0-t; 5" co —i — V-8- ONE STORY-(2)#5 CO T. I T-8" ONE STORY-(2)#5 CONT. V-5" ONE STORY-(3)#5 CONT. W�, * 4, F 1 TWO STORY-(3)#5 CONT. T-8" V-8" TWO STORY-(3)#5 CONT. TWO STOR T3-)W5-CONT. ls .7 )1%--7 %,�)90 SECTION MONOLITHIC AT GARAGE ON,PE �A SECTION-STEMWALL WITH BRICK SECTION MONOLITHIC WITH BRICK rp'� SECTION-STEMWALL AT GARAGE & FL PE No.50791 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �LD-�l NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT COMMENTS: ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINFER FOR ADDITIONAL REQUIREMENTS. F FOUNDATION PLAN ISSUE ONLY CONCRETE SLAB ENGINEERING FOR HOUSE L E SILL PLATE DESIGN TO BE ISSUED AT LATER t5 CONCRETE SLAB SILL DATE.CONTRACTOR TO VERIFY PLATE CONCRETE SLAB E PRIOR TO CONSTRUCTION oc GRADE mm CONCRETE SLAB GRADE--� GRADE, GRAD (1)#5 CONT. Z5 #5 CONT� 8"CMU STEMWALL WITH(1)#4 @ 48-O.C. C.) AND IN EACH CORNER. ADD 8"x 16"CMU TO INSIDE OF C) FILL CELL SOLID AT EACH#4 REBAR. STEMWALL AT POST LOCATION HOOK REBAR 12"INTO SLAB AND 6"INTO WITH(1)#4 VERTICAL IN EACH 'X, FOOTING. \v ONE STORY-(2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED) T-8" ONE STORY-(2)#5 CONT. TWO STORY-(2)#5 CONT. REINFORCEMENT(AS NOTED) AS NOTE V-8" TWO STORY-(3)#5 CONT. - SEC SECTION-PAD FOOTING AT THICKENED EDGE B TION-STEMWALL S[�CTION-MONOLITHIC KE-� SECTION-PAD FOOTING AT PORCH STEMWALL NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. c BRICK VENEER WITH 1"AIR SPACE ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2) AND WALL TIES CLIENT BUCKY DAVIS CONT.FLASHING;PROVIDE WEEP HOLES STHD14 STRAP NAILED TO @ 33"O.C. BRICK VENEER WITH 1 AIR SPACE GARAGE DOOR POST. GROUT AIRSPACE BELOW FLASHING AND WALL TIES PA51 STRAP NAILEDTO GARAGE !& PROJECT: EMBED STRAP INTO FOOTING x < u): DOOR POST.BEND STRAP INTO ASSHOWN. 40 PARADISE PRESERVE < CONT.FLASHING;PROVIDE WEEP z u- (1)#5 CONT. 0: FOOTING AS SHOWN. J,/ --- SILL PLATE--,,,,,/ HOLES @ 33-O.C. 0 < z CL cl 0 w i2 JOB NUMBER: -770UNTY: X//:�FILL JOINT WITH ELASTOMERIC 6"MIN. GROUT AIR SPACE BELOW FLASHING w I JOINT FILLER < 17-0959 1 DUVAL HEIGHT OF CURB VARIES u- SILL- �"MAX.) ui SCALE: PLATE = 0 Y8"=V-0"(U.O.N.) #4 WITH 6"HOOK INTO FOOTING CONCRETE SLAB z Lu E. E SLAB GRADE- AND BENT 12"MINIMUM INTO DO NOT SCALE THIS DRAWING GRADE--� THICKENED EDGE. 5; RELEASE DATE: 06-06-17 -GRADE 2 011 U STEMWALL WITH(1)#4 @ 48"O.C. b REVISIONS: Cl NO IN EACH CORNER. FILL CELL SOLID AT EACH#4 REBAR. �,777 7/ GARgA-D-EE 'Al HOOK REBAR 12"INTO UPPER COURSE b" I'll, "I I If - >//\,� DRAWN BY: 7t X/" OF BLOCKS AND 6"INTO FOOTING. CMF V-5" ONE STORY-(3)#5 CO T. Jt CHECKED BY: V-8- T-9" TWO STORY-(3)#5 CONT. FSS ONE STORY-(2)#5 CONT. / NOTE: #5 CONT. REINFORCEMENT IS NOT RE I E TITLE: TO PASS THROUGH SLOTS IN STRAP. FOUNDATION DETAILS SHEET 1 of 2 r-c-lSECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK (-F DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION (MONOLITHIC) � .21 �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �.SD�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SHEET: ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1 SHOWER AREA SHOWER AREA (2)MSTAM36-Z STRAPS H ULSBERG 11481 OLD ST.AUGUSTINE RD,,SUITE#202 F__1 F -��MONOLITHIC FOOTING WITH(13)10d COM NAILS < NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC. 8"CMU STEMWALL L 1 3"MAXIMUM OVERHANG JACKSONVILLE,FL.32258 (OPTIONAL) FASTEN STRAP TO FOUNDATION P:904.886.2401 F:904.260.4367 FO RM EDGE www.HulsbergEngineering.com 0 WALL WITH(8)4'x 2Y4"CONCRETE 5� :ILAN VIEW CONCRETE SLAB ":=17�*PbPYBER�25846 PLAN VIEW SCREWS INTO MASONRY OR /V�2 L T�X"x I Y4'CONCRETE REWS INTO CONCRETE. *I% CONCRETE SCREWS SHALL BE N� Ts POWERS"TAPPER"WITH PERMA- AV (l)?F5 CONT. (1)#4 CONT. GRADE— FINISH OR EQUAL. IN U STEMWALL WITH(1)#4 @ 01 c uj a < STRAP SHALL BE COVERED WITHE X. leg HEIGHT OF CURB VARIES --�l)#4 CONT. (48" C.AND IN EACH CORNER. SIDING OR STUCCO LL 2 SILL P SITIE CONCRETE SLAB lc3li PLATE FILL CELL SOLID AT EACH#4 cli HEIGHT OF CURB VARIES(8"MAX.) REB R.HOOK REBAR 16"INTO NOTE: Go 2� 6"MI\N THIS DETAIL MAY BE SUBSTITUTED FOR A4, x % PORCH SLAB AND 6"INTO GRADE CONCRETE SLAB FOOTING. El I HER I HE PA51 STRAP(STEMWALL) RA E-, 17 OR X X _8" j (2)#5 CONT. D S.SIMP THE STHD14 STRAP(MONOLITHIC). FL PE No.50791 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. c:, COMMENT& c:l >y// AND IN EACH CORNER. C> D __R lop, FILL CELL SOLID AT EACH#4 REBAR. "ECTION-PORCH STEMWALL ETAIL- EMBEDDED STRAP ALTERNATE HOOK REBAR 12"INTO SLAB AND 6"INTO �D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT \\,ID�-2 6. FOOTING. ENGINEER FOR ADDITIONAL REQUIREMENTS. FOUNDATION PLAN ISSUE ONLY T-O" ONE STORY- 2)#5 CONT. ENGINEERING FOR HOUSE ---L T-8- ONE STORY-(2)#5 CONT. V-4" TWO STORY-(2)#5 CONT. NOTE: DESIGN TO BE ISSUED AT LATER V-8" TWO STORY-(3)#5 CONT. SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) a, DATE.CONTRACTOR TO VERIFY AS SOON AS THE CONCRETE HAS HARDENED ENOUGH NOT TO BE DAMAGED DURING THE CUTTING PROCESS. E PRIOR TO CONSTRUCTION -G � SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION MONOLITHIC AT EXTERIOR WALL SHOWER (TYPICALLY 1-4 HOURS IN WARM WEATHER) �D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT -CONCRETE SLAB ENGINEER FOR ADDITIONAL REQUIREMENTS. -- -- ------------ FILL CUT WITH 1"DEEP xY8"WIDE SAW Ej ELASTOMERIC CUT AT DENOTED FILLER LOCATIONS. GRADE-\ 7, 7/(1)#5 CONT. —CONCRETE SLAB SILL- �x CONCRETE SLAB \ \ '\,>/, 7 8"CMU STEMWALL WITH(1)#4 @ PLATE AND IN EACH CORNER. C? FILL CELL SOLID AT EACH#4 7 7 i? 0/7 REBAR.HOOK REBAR 16"INTO //- x/ /x X PORCH SL B AND 6"INTO FOOTING. CONCRETE 1-4- ONE STORY-(2)#5 CONT. 1 (1)�5 CONT. (2)#5 CONT. V-8" TWO STORY-(3)#5 CONT. .9 CLIENT SECTION-TYPICAL SAW-CUT CONTROL JOINT 16 BUCKY DAVIS SECTION-PORCH STEMWALL WITH BRICK rT 0 SECTION-INTERIOR BEARING SECTION-THICKENED EDGE 9 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �D2 1 �D2 ENGINEER FOR ADDITIONAL REQUIREMENTS. I& PROJECT: 40 PARADISE PRESERVE 2 i2 JOB NUMBER: 17-Acis-Cl DLIVAL TREATED POST SCALE CURB HEIGHT VARIES BEARING POST(AS NOTED) V-0"(LI.O.N.) CONCRETE SLAB CONCRETE SLAB ABU POST BASE WITH PAVERS BY OTHER DO NOT SCALE THIS DRAWING SILL---\ 8. RELEASE DATE: CONCRETE SLAB �'GALV.ANCHOR EMBEDDED (SET PLATE 12 -XP ADHESIVE) 06-06-17 CURB HEIGHT VARIES _v - - �� REVISIONS: w 77 8"TALL,12"SQUARE GROUTED Z �77�� X DRAWN BY: PEDESTAL ON 24 X 24"X 12"PAD cm FOOTING WITH(2)#5 EACH WAY CHECKED BY: (AS NOTED) REINFORCEMENT(AS NOTED) 8" (1)#4 CONT. 74' FSS ONE STORY-(2)#5CONT. TITLE: STORY-(3)#5 CONT. FOUNDATION DETAILS SHEET 2 of 2 SECTION-BEARING STEPIDOWN SECTION- INTERIOR BEARING PAD FOOTING SECTION-NON-BEARING STEPIDOWN DETAIL-PAD FOOTING AT PAVERS SHEET: 1\�D2 �D2 -2 SID CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Fc>u&A -7 Corrections to Comments Permit#4�� Date I-L)-7- Revision to Issued PeM14 Project Address Contractor/Contact Name Jet-l'i R, 0,r5 Phone Emaiii—f:o. ZN I SAS, Description of Proposed Revision/Corrections: Permit Fee Due $ Additional Increas Value Additional S.F. By Signing low I rliz .—L afrm the Revision is inclusive of the proposed changes. jo nted nme) 9--7 -/ 7 Sign re of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved 7X Denied Not Applicable to Department Revision/Plan Review Comments Deparbinent Review Required: <�j�Jldin Plamting—ITMning Reviewed By Tree AdministTator Public Works Public Utilities 7- 17 Public Safety Date Fire SerVices MAP OF FOUNOATION SURVEY DESCRIPTIOk LOT 40. PARADISE PRESERVE ACCORDING TO THE aAT THEREOF AS RECORDED IN PLAT BOOK 57. pAGE(S) 31-31a OF THE cuRRENT PUBLrC RECORDS OF MNAL COLINTY. FLORIDA. LOT. W. JOB COP fit IT, m 30 W LOT SCALE. I" ."V �ATY bEWRIPM TO UE N AT Dinw-6 mom S= A— TO 'm!Whm=--M P "T.. A7 OOA rj L% OF 1TWILITI 0 .."T,l I.T. THIM.-maxw—w-cm 1. SSL W A R�L� C It S.F. J my. P, �OAU r--FI-R-S-T-c--o-A-s-T-L-A-N-D---'� SURVEYING, INC. REV�� Br 'I R "W, CHECKED BY, VAN 'ST—'O�MW�D�ZIU I IUMM IX.P. W. �-Z-W-s Mm, .1m F.IA W Rig gig JOB COPY A w F.Lp. W -W-N M.W'IM of. W11-34-E 0.04'M