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1124 W Linkside Ct screened enclosure permitA CITY OF ATLANTIC BEACH s> 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 �,. INSPECTION PHONE LINE 247-5814 RESIDENTIAL ADDITION - SINGLE OR TWO FAMILY RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RESA17-0009 Description: expand & enclose existing screened room Estimated Value: 35000 Issue Date: 7/12/2017 Expiration Date: 1/8/2018 PROPERTY ADDRESS: Address: 1124 W LINKSIDE CT RE Number: 172374 5195 PROPERTY OWNER: Name: NANSEN BRETT G Address: 1124 LINKSIDE CT W ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: (REMODEL INC Address: 4786 N SANDY RUN LN CHRISTOPHER BROCK NEVSETA JACKSONVILLE, FL 32224 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 Number: RESA17-0009 Description: expand & enclose existing screened room Applied: 6/20/2017 Approved:7/9/2017 Issued: 7/12/2017 Finaled: Status: ISSUED Parent Permit: Parent Project: Site Address: 1124 W LINKSIDE CF City, State Zip Code: Atlantic Beach, FI 32233 Applicant: <NONI Owner: NANSEN BRETT G Contractor:<NONE> LIST OF CONDITIONS SEQ NO I ADDED DATE REQUIRED DATE I SATISFY DATE TYPE I STATUS DEPARTMENT CONTACT REMARKS 1 1 6/23/2017 1 EROSION CONTROL IN STALIATI ON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures 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 start of construction. 2 1 6/23/201) ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. a 3 1 6/23/2017 ROLL OFF CONTAI PER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services). ContaA'- placed on City right-of-way. 4 1 6/23/2017 RIGHT OF WAY RESTORATION T INFORMATIONAL PUBLICWORKS ScottWilliams Notes Full right-of-way restoration, including sod, Is required. e Printed: Wednesday, 12 July, 2017 1 of 1 City of Atlantic Beach APPLICATION NUMBER 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 E-mail: building-dept®coab.us Dale routed: - — Cityweb-site: hflp:/hvww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Applicant:t I�C.r,`It O dQ I IF Project: eyAo fI(A d'-ni.los-e scueo .Cd C (O�Cn 1 Department review required Yes No g 8 Zon' Tree ministrator u Public Util@i s Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Vertged 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: NAWR ved. ❑Denied.. []Not applicable (Circle one.) Comments: ( o'T'i-•Tj 5 ry BUILDING PLANNING & ZONING Reviewed by: '_.I J! Date: v ftt TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: Third Review: []Approved as revised. ❑Denied.. ❑Not applicable FIRE SERVICES Comments: Reviewed by: Date: Revised 0511912017 d� Building Permit Application City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: 1124 Linkside Ct W 32233 Permit Number. (C rr SPc 114 --DOM Legal Description 44-2317-213-29E SELVA LINKSIDE UNIT 1 LOT 38 RE# 1723745195 Valuation of Work (Replacement Cost) $ 35000 Heated/Cooled SF 1650 Nom Heated/Cooled 576 Class of Work ickde one): Newcan Alteration Repair Move Demo Pool Window/Door Use of existing/proposed structures Qrc one): Commercial esidentia If an existing structure, is a fire sprinkler system installed? Circle one) -res No N/A Submit a Tree Removal Permit Application it any trees are to oe removeo or Arnoawt or no i nee nemovai Describe in detail the type of work to be performed: Remove existing screen enclosure. Extend concrete foundation by 60SF. Wood frame new walls and new conventional framed roof over foundation extension. Florida Product Approval # for multiple products use product approval Corm Property Owner Information Name: Breit G Nansen & Jen Lynn Smith _ Address: 1124 Llnkelde Cl W City Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) NA Contractor Information Name of Company: iRemcdel Inc qualifying Agent: Christopher Nevaets Address 4786 Sandy Run Ln N CityJacksonville State FL Zip 32224 Office Phone 9044652369 Job Site/Comact Number 9044652369 State Certification/Registration# CRC1330722 E -Mail chrisftalremodellex.cotn Architect Name & Phone # Engineer's Name & Phone # Lou Ponboo Pond9042420908 Workers Compensation Execript Evempt / Inwrer / Lease Employees/ EaPkatbn Date Application is hereby made to obtain a permit to do the work and installations as indicated.) 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 regulat long construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING UR NO OTICE OF COMMENCEMENT. f (Signature of Owner or Agent including Contract I (Signatur omractnr) Signed and sworn to Cor af#rm d) before me this?day of SI ned nd sw2m to (or affirrt ed before me his )day of kSyyye- of by rC,* N /ey U�U•L( ,by _%wi1if rrrrra. e .. ,;_ � /twz:._._ of Aliry�, (Signature NNotary) i [ ] Personally Known OR [ I Produced Identification Type of Idendficztlon: TONT GINOlESPEPGER t I - FXPIRES EXPIRES(klcher 6 2019 v sae City of Atlantic Beach Building Department 800 Seminole Road 0 rr Atlantic Beach, Florida 32233-5445 _ Phone (8 2 (8 04)2475845 E-mail: building-dept@coab.us Cityweb-site: hftpJAvmw.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) R -&SA I �+-Ooh Date routed: 0(lad? 6(9 - APPLICATION REVIEW AND TRACKING FORM Property Address: /)a1H Llnlir-$tde Ci-lJ Applicant: t F—C rrq D dQ I t -T IllC, Project: 2X'Ef nij `t 2.f1(,wp ScUen d fO0ro Review fee Dept Signature's Other Agency Review or Permit Required Review or Receipt Date r of Penit Verified B Florida Dept. of Environmental Protection Florida Dept of Transportation St Johns River Water Management District Any Corps of Engineers Division of Hotels and Restaumnts Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved Denied.. ❑Not applicable (Circle one.) BUILDING Comments: A // PLANNING & ZONING Reviewed by: /� ' L/ Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied.. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.. ❑Not applicable Comments: Reviewed by: Date: Revised 05119/2017 TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development Planning& Zoning Division url1J� 800 Seminole Road Atlantic Beach, FL 32233 (P)904247-5800 (F)904247-5845 PERMITS SECTION I -APPLICANT INFORMATION r- Owners) X Legal Authorized Agent - NAME OF APPLICANT c4grSZOFOxx xr]w5Tir,4 NAME OF COMPANY jRF,IAOW , ZAX ADDRESS OF COMPANY f j7 b9fa 'dAMDy ZUA/ V N PHONE S VGSZ36Y CELL tt IT EMAIL C4=5 E' LXh.M O))&U lsr. Co CONTRACTOR CERTIFICATION NUMBER MCS3o722 ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION 11 -SITE INFORMATION STREET ADDRESS OF PROPERTY il'Zr( Lzvk S'DE c7 L1% Nanaddress has mtbeen assigned to thlspwp ra &cantacttheMMIding l ,Panaentat (904)247-5616torequeam address. LEGAL DESCRIPTION yy-23 LOT 38 BLOCK SUBDIVISION 57,WA LSJ&S%*F REAL ESTATE NUMBER 177437ti_515-9 LOT OR PARCEL SIZE ©.Ir{.krTi SOFT AC RESIDENTIAL rc COMMERCIAL OTHER(SPECIFY) I arm that I have reviewed the provisions of Chapter 13, "protection of Trees and Native Vegetation" of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre -application meeting with the Administrator of those regulations. Subsequently, l affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described ora, jacentproperties in conjunction with this project. SIGNATURE 09OWNE t SIGNATURE OF OWNER Signed and sworn before me on this 9 day?y State of r\CJ_ /-� Countyof Identification verified: / 1 Oath sworn: r Yes No =EXPIRES EPGERFF 924951r 6, MIS 1�UNainn@n My Commission expires: Rf CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 40 Telephone (904) 247-5800 FAX (904) 247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: to / 28 h i" Received by: Resubmitted: Permit Number: (Zt5SA) -JD o0 q Original Plans Examiner: Project Name: Project Address:l 214 Li tc it t r k t✓ Contractor: wemodfl Contact Name: CV i, S ueu(,e+ej Contact Phone: qw 41K -Z3" Contacte-mail: Cl-rv4 nn irr,.,odfl la�(.CaN-t Revision / Plan Check / Permit Fee (s) Due: S roryPu n' Co.,vfiner- Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W / U Approval: By signing below. l tons n.nnl_ is inclusive of the proposed changes. Signature of Contractor / Agent (Conu i for must sign if irwm s in %sii" in) Ap"m (I Relayed: Plan Review Comments: Departmerd rreviewrequired Yes No B' ing ancon om ee Admin—m—Mor Public Work Pubic i ies Public Safety Fire Services affirm that the above revision Date Plans Exammor 6/,3Ol 17 Daft a.r Nlns w.s City of Atlantic Beach"*-� APPLICATION NUMBER ,3 BuildingDepartment Pa (To be assigned by the Building Department.) 800 Seminole Road n !_� ^ `� _ OO� Atlantic Beach, Florida 32233-5445 KEG !T Phone (904) 247-5828 - Fax (904) 247 5845 0 (1 /��/�(, E-mail: buildingdept@coab.us Date routed: City web -site: hdp:#w .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Ii,)L-I LI Mics id.e Ci -W- Applicant: l F -t rrlO de i I, a. I)L. Project: 2- P_()JJ d t(1C.Wk SUtentd c (OD I'n t Department review re uired Yes No g & Zon' Tree mmistrator u Public Utilhi Public Safet Fire Services Review fee $ Dept Signature /%`Im Other =Protecfion Review or Permit Required Review or Receipt Date of Permit Verified B Floridanvironmental ProtectionRonderansportationSt. Johater Management DisbictArmy CngineersDivisions and RestaurantsDivisionolic Beverages end Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied.. Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: if Dale: Z TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied.. ❑Not applicable W ORKSS Comments: UBLIC UTILITIES ✓O-74- % PUBLIC SAFE Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.. ❑Nm applicable Comments: Reviewed by: Date: Rovtsed OWIW2017 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road AtlanticR&SA I T —2CO9 Atlantic beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5845 Email: buildingdept(ddtcoab.us ---- Date routed: 0(eral7/a'Yi(" City web -site: hdp://www.00ab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I I c? H Lt f\'CS id e C1. W Applicant: I ?-t rrl O J9I ( -_T Ac Project: 2)(+en 4.Q rx_wu SULeir (O'O to Review fee $ _ Dept Signature w gency Review or Permit Required Review or Receipt Dateof Permit Verified Bept. of Environmental Protectionept of Transportation River Water Management Districtrps of Engineersof Hotels and Restaurantsof Alcoholic Beverages and Tobacco ADD/ ICATIr1Ar STU, rc Revised 95/19/2017 First Review: []Approved. enied. . ❑Not applicable one.) Comments: DING 8 ZONING Reviewed by,DMIN. rgD,e,Department Second Review: Approved as revised.oDenied. ❑Not applicable WORKS Comments: ffti!L.OTILITIES1�1r(�LN/iSAFETYRVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 95/19/2017 CITY OF ATLANTIC BEACH DEPARTMENTOF PUBLIC WORKS 1200 Sandpiper Lane Mwaic Beech, FL 322334318 TELEPHONE (904) 219-5834 FAX: (904)247-5843 www.coab.us CONTRACTOR: iRemodel, Inc. 4786 Sandy Run Lane N. Jacksonville, FL 32224 Email: chris@iremodeliax.com PERMIT APPLICATION TO EXTEND AND ENCLOSE SCREENED ROOM DATE: 6-23-17 PERMIT # RESA17-0009 ADDRESS: 1124 Linkside Ct. W. Atlantic Beach, FL 32233 Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order for us to approve your application. If you have any questions, please contact Scott Williams, Interim Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) • Provide construction site management plan including location of silt fence, dumpster, portable toilet. Right-of-way Permit is required if using right-of-way for construction parking. • Provide drainage plans showing site topography (Row arrows, etc.). • Provide erosion and sediment control plans with installation details. • Provide impervious surface calculations for entire lot (existing and post construction). • Provide scalable plans showing existing and new detailed measurements of the new proposed area. PUBLIC WORKS CONDMONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • Full erosion control measures must be installed an approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. cc: Toni Gindlesperger, Building Department Jennifer Johnston, Building Department MAP SHOWING SURVEY OF r LOT 38 , 566 VA 4MASVgE (/rt/ir/ AS RECORDED IN PLAT BOOK 44 SAGE'�) OF THE CURRENT JUBU�C RECORDS OF DUVAL COUNTY, FLORIDI -°I."r f 1467 Avl'vds Cen/K FOR: ew • x CoeAoz c n a./ / GemrrdoA/ruAnecrrr LsA/nTine�!/SuRAAIes CpMP,tAP/ a tot ez v Firer� 'AlrUX �� y FKo rwui me,./sa J, �ssj Cas Y/ • 7p"0 r s N 4. '6 Fµe�P�rA'sF �• �c �'�+vt 0 a.0 " s' ° °PI 97 j0 �'' •�r'i JWdI�� 4P Dig �• d 3 o p � '0 •'4a;°�� g by c�r�9 44. ,p:atPa� ��st 44ly:�,1 4� As /RH s0`'I'7'rs yR9a 2s. ,fid �� E, L/NKSioF COU.CT ^%�4• ��, �'' AY q0 Fd�p,O �eutos S<c, �?� TH$,$..A - ')S'lN -�-T .z a ATURC AN( THIS�9UR4E'f IS INVAI:D'N7TMOU SIRYEYDR9 CEATIFICATIONI I HEREBY CERTFY THAT MAunA40s AS SET FORTH: BY- THE. BOARD. OFc1." Williams, Scott From: Chris Nevseta <chris@iremodeljax.com> Sent: Tuesday, June 27, 2017 11:02 PM To: Williams, Scott Subject: #RESA17-0009 - 1124 Linkside Ct W Follow Up Flag: Follow up Flag Status: Flagged Scott, I received the email denying the permit app for the mentioned property. In it was a request for additional info for Public Works. The permit app was submitted with three sets of plans and an additional site plan. Two sets had the site plan marked up by hand with pervious paver calculations, dumpster and toilet location, and a note about existing wood fence acting as construction barrier. I'll get the rigb-of-way permit submitted to satisfy that requirement. Do I need to submit an additional five copies of the plan for the ROW permit? I'll make additional copies of the marked up plans if needed but I'll need to get a set of plans back to do so. What else do I need to complete for getting the permit approved. Keep in mind we are only adding an additional 60SF to the house. Thanks in advance. Looking forward to hearing back soon Chris Nevseta, AC iR,Inc O)`��/� CRC1330C1330722 chrisla,iremodeliax.com www.irmodeliax.com (c) 904.4465.2369 (o) 904.999.9969 Williams, Scott From: Chris Nevseta <chris@iremodeljax.com> Sent: Thursday, July 06, 2017 9:03 AM To: Williams, Scott Subject: 1124 Linkside Ct w - pervious paver Attachments: Pervious_ Paver_Spec.pdf, ATT00001.htm 14 1 0(OF ATLANTIC BEACH JUN C ? 800 Seminole Road Atlantic Beach, Florida 32233 rI Telephone (904) 247-5800 \\ FAX (904) 247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: (P I (V / 1-'r Received by: Resubmitted: Permit Number: (Zt5SR) -4 Doo 9 Original Plans Examiner: Project Name: Project Address: 1124 L(n tc Nfi r +- %." Contractor: t y�e AAo del Contact Name: 01 r , S 13ey c.e Aa Contact Phone: quo 4Wi-23tok Contacte-mail:_Cln. S� re„. orle) lai(.[on"t Revision / Plan Check / Permit Fee (s) Due: $ Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W / U Aooroval: By signing below. I (prim nss�s)_ is inclusive of the proposed changes. Signature of Contractor / Agent (cosa wrami sip ifmcre m.aew;m,) App.cd:_� Rcicmed: Plan Review Comments: De rbnent review re wired Yes No ping ammngI zoninn ee Aaminigirator Public Works Pubic es Public Safety Fire Services affirm that the above revision r Plans Examiner Date u.r.4vu....3 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS gab Seminole Road 504-247-5500 - Atlantic Beach, Florida 32233-5445 Fax 904-2474845 PLEASE SUBMIT (3) COMPLETE SETS OF PLANS WITH APPLICATION. Data 6125/17 Job Address 1124 Linkside Ct W Permitee: iRemodel, Inc Permittee Address: 4786 Sandy Run Ln N 32224 PERMIT i ISSUED By THE CITY Telephone # (904) 465 2369 Requesting Permission to Construct: Use street for construction worker parking for extending and enclosing rear Location: (Reference to CrossStmet) Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes( ) No ()V Date: Bell South Telephone Company Yes ( ) No (>V Date: Ferrell Gas Yes ( ) No (x) Date: Comcast Yes ( ) No (x) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Chris Nevseta (Contractor's Project Superintendent) located at 4786 Sandy Run Ln N Telephone #: (904) 465 2369 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnity, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prio�,JGITAV% work and again immediately upon completion. I n �.``.(REtc°ep OWNER �iR,S-r r�o.Ls2J ,{� rC / NO Djc: signed Date: -G40 Before me M' �day of n in Ne County of Duvet, 4 ea State Of Floncia, has personally appeared R r4.tt t44 s o% 6/ �Y Notary Pudic at Large, State of Flo da, County of Duval. "'o euo t `NO My commission expires: & $%11 _ _ _ Personally'(Q5 , xf mmZ1,p N Q O R E P K0 P E RTT SCIENCES Plant: Tremron— Arcadia, Florida Job No: 27772 Client: Tremron Report No: 347424 Report Date: 724/07 Unit ID: Echo Stone Pervious Pavers, 7/9/07 Received Date: 7/12/07 TESTING OF SOLID CONCRETE PAVING UNITS Unit NN:- : -4A 46 4G:: Average Received weight, lbs 9.17 9.29 9.53 9.33 Width, inches 6.26 6.32 6.32 6.30 Height, inches 2.40 2.37 2.40 2.39 Length, inches 9.42 9.42 9.43 9.42 Saw -cut length, inches 4.71 4.77 4.70 4.73 Net Area, in' 29.48 30.15 29.70 29.78 Load, lbs 139,380 132,760 137,850 136,660 Compressive Strength, psi 4,730 4,400 4,640 4,590 Compression tests were performed in accordance with ASTM C140. if wabllty - qp 44.4 inches/hour (3.1 x 10"2 cm/S) Respectfully submitted, BORE. Inc., ussell Scribner Materials Laboratory Manager Report Distribution: Tremron /Mr. Mike Somers 11420 pM. Creek Nnk Du1mh,G-1& )0097 (770) 06-3555 fin(770)476-0213 FORMS Residential Building Thermal Envelope Approach R DORM 8402-2014 Climate Zone Scope: corneal war Bodeen 8402.1 .1 of dx Fbdde, Bummo Cade, Energy cora matoo *MR W demonstrated M Na use m Form R402 for single am multlpie-famiy resdencea of three thanes m fall in tonight. eddN . to axSting hath ntlal building., W eratlme, rerrovetlane, and building systema in asianng buildings, as applicable. TO enmpiy, a building ..at meet or exceed all of Ne energy emefuli beWrsmenb on Tade R40M and all Unlikable mandatory requirements summadmd nTable R402B at this form. It a building does not complyafdi the method, or by Ne UA A We mewed, R may edit comply under Section R405 of hue Ffwida Boldins code, Energy Lanaervatn. ANDA rHANE: 4r 5en �5Mi A�bon alni oER: i Q2nlode ANDAODNEss: 1124 UnVside C1 LA)ICE� ,1 OWNED: l W. JURISDICTION NUMBER! i�'IIQ1100 JOPSgCTION N°MBEP: 2,`I I00 1. 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Ilelil IANVACYxingeleaulNbn.eeahM l4 1Ra IC WalYhmlingayY.m mems _ hlYmwn.y 1eb ___ __ I move, mnlp that tt plamane siNaMos m.ovae, ly uW Rvmere R.A.or plena mrs, gWkn cevMd by this lNnllmkJla in appliance MlM1 the FbflN real cues, Eawgy Conarvatlm. .engliencs wnh the iUdtl. sUUi Cees, Emryy Caw ..gene. PREPARED RY:`�,rr'd1a�Tt0-1�i AIDNaulMMp eoMmgbnlaeomPlaN.IHa WWI an be lroWY.d INmnPtme In IM1eroby wily lhY tM1Y bin Nrraa wnhlt amadanu npM1SMbn ttaam.Fb. CON,F gYCornrya �a OWNERIAGENT: _ _ case:_ �I CWE OFFICIAL: Dib:.____. —_ FLORIDA BUILDING CODE—ENERGY cO RYATION, Sal EDRIDN(2a14) Ac's CnPYr1YM W d li[emW by. ,CC lAii RIGHTSRESERVEU):aaart. aY Mygk Flia on tui 1.20151.1145 PM Wnvrm io Littnss A II I 1 Na r,mA.. rtprmvuinn..edwdad. III I I I I I I I I I I 1 I I I 1 1 1 I I 1 1 1 1 1 1 FOR{1S •H`BN1 WLO6 cOMPGNEM FPE6CWRIIVE PEGUIPENENIB' INSTALLED VALUES CORN lwMt CNMMOa 2 WbMwa: LrFx3a=uS? (cFacmr=OIN U'FaGcr` WGC= SHGC=025 SHGC=025 Wxmr•OSS 4kW= SIrY19Ma IFlacbr•0.]5 BNGL=0.90 BHGC=030 SHGC Wec OAO` UM1ticr• Dcan: E+leM d— LLlacb•O.GV Fbom: 94bomGroM NR NR R.'a RVYw= pyylntggltlpNEyadC W13 WrIW: E. aM MI- R-13 R-VWe= 13 From R13 Mee Ireu4tlonan vWl lntmior Rd R.G RValuee R.Velue= InnWSCan cit walleNMv RJ R< CeknlN°' Ra3o R=3B WVtlla• Bbww LmrM1LMrecukatl on Me WlltlMp emebPo to wrlly bakapa56ACN; TOW IWape=DCH CyyrfipgGon: 1M repos pOWed to mde OMiaal. TaFtrepa�AOxJwO] Yw0 No❑ MdYNnlbn eysUm°: Ar Marg unM1 M., cl. rr attic zQ� R-value>_R-0(-Wyln YEm)or>_R-3(0 mFm dud bC —ti V.Z. Dutl R-vglna .UrIMMepe°: Dudraet PoettonrMMMM teal Thal leaY cc4dm/100eL TWI Wte dMtmal Oe= TM repat AWcM i I- C3 Mo C3 ncr.h sten '. M.,53dmit00 a L DUCe In wntlltloned Wace T. nmrtpuead 10 rt..nd AXU a re N —dM .apace Lo M' Ai MM'Amin9 a}alem: SWM rfimmumwd lWndBN squired by NAECA°. SEER 13. SEER=fzKIS�"9Y39 Cen RO ayemm"SAW Room uni rc FTAC 1) EER- OObr See Tabby G03231H3 .WrMI "mm lnlmum M1duM el Mrs. dW HAECA° Vtlt51; X3PF G1(r of t/1115) HGPF• Ea ``�; .."MRS. BOUT HGFF)](bdme AFUE•SThO G.ftr a .nrnweHFeriM mu. GO% AME - W Nm—. res 0heraed AFUE 53% m - ,.t. M,," eyatem(alors, t3M): 1AGaMmS= hlo— E.c' EF- 50O.p .1 0,90 GYlma•. Ga... IO pat. EF = crSO EF • 50 yl: OF • OSG 0dbr(d )r NR=Not'egohemmt. (1)Exb amDe^em Prc,. mNe Aa Propaeed NomemW maty exceed eeckr dt poicablc perfmnrace Ott" N otderto comply wish Olin code mm2 (2) L aaptetl to mal . R requbemmd. m YD to IS aquve tat o1 &aeA gmemaron Oma ac ar<..y..F...w.. •.... — . - _.. gedrmn-fumed L 8002.33 vnd R013.bi,,. P)One side -ting ed opaquedooracrMl up to 24elude f<d a CYemp1MfOm Orr5crr wFrcgRiremml. (d)F tht mmen M met eycepa UA kan 50M Pian u(de maII-rito requbed me"exmna ofwill' melee ederiorof, m�mt�egml to �6e well.w�•. (3) S trAws, a a smhab¢ed by�I'lM& S(AM s ThPae Nbl Itc Op attt2u cr, eftequ'ved �G ducts amid air handlem I cited �i�rely �n the build g rIM—I ..W,. oqu (G) mW and mgulnicca. Fm KIM, IM of equylmeOL ea Tabby OP(M.13(1-1 of We WCmmr W cOl a minmraim Ptoviaimu of 0.eP BurlAtg CMa £rwryry Coeavemmn. (7) For dM deceit .mage alOma, min EF - 0.W -(0.00132=-I—). (g) Fa Wva m0aa1 gu atca9e volumes. miO. EF • OL] -(0.0019 • vOlrme) HCa FLORIDA BUILDING CODE— ENERGY CONSERVATKK SIM E N(2014) fnpYrigb lo, tt Irceua Fy, iCf IALL RIGHTS RFSERVEDI: wveuW by Mepie£Ilu vn ]ul I. M1151:11 M PM panvrm m Urmm ABrtrmem. L ( ( o unM+mpaunianuvNonssJ. Job: wrightsoft Project Summary DateM1E/I17 lia Addition By: Energy Design Systems, Inc. 11Mx Brady RE Jacksonville FL Mn FM1me: 9042683570 Fu 80F2Eb3670 Fmll: eds j�9lndg,c— For. Nansen 8. Smith Addition 1124 Linkside Ct W, Atlantic Beach, FL Notes: New addition to be added to the existing HVAC unit. The loads include the adjusted window totals on the SW wall. Desicin Information Weather Winter Design Conditions Outside db 38 'F Inside db 68 'F Design TD 30 °F Heating Summary Maypon Ns, FL, US Structure 3277 Btuh Ducts 489 Btuh Central vent (0 cfm) 0 Btuh (none) iL Humidification 0 Btuh Piping 0 Btuh Equipment load 3766 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 1 (Average) Btuh Heatl2nng7Cool0 Arean= Btuh Volume (f P) 16567 165767 Air changesthour 1.33 0.32 Equiv. AVF (cfm) 37 9 Heating Equipment Summary Make n/a Btuh Trade n/a y 1.00 Model We Rate(swing multiplier AHRI ref n/a Static pressure Summer Design Conditions Outside db 94 'F Inside db 75 °F Design TD iL 'F Daily range 0 Btuh Relative humidity 50 % Moisture difference 50 gdIb Sensible Cooling Equipment Load Sizing Structure 2104 Btuh Ducts 765 Btuh Central vent (0 cfm) 0 Btuh (none) cfm Airflow factor Blower 0 Btuh Use manufacturers data y 1.00 Static pressure Rate(swing multiplier in H2O Static pressure Equipment sensible load 2869 Btuh Latent Cooling Equipment Load Sizing Structure 302 Btuh Ducts 171 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 473 Btuh Equipment total load 3341 Btuh Req. total capacity at 0.80 SHR 0.3 ton Cooling Equipment Summary Make n/a Trade n/a Cond We Coil n1a AH RI ref n/a Efficiency n/a Efficiency n/a HeatingInput 0 Btuh Sensible coding 0 Btuh Heatinoutput 0 Btuh Latent cooling 0 Btuh Temperature Has 0 °F Total cooling 0 Btuh Actual air Flow 0 cfm Actual air flow 115 cfm Airflow factor 0 cfm/Btuh Airflow factor 0.040 cfn✓Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2on.kn wrlQhtsioi Rdx0lsud� J..Ril20171x.0.17 Rsu17457 -m 1P.� i _SVIh Add., 1124 Gnkslde C' w. AO ecn W Ca11=Ml9 Fronto 'sda5 W Property Appraiser - Property Details Page I of 2 NANSEN BRErr G 1.+ Site Address Official Record Book/Page Tile A Primary re 1124 LINKSIDE CT W 1124 W LINKSIDE Cr 16132-01461 9417 ATLANTIC BEACH, R 32233 Agamic Beads FL 32233 SMITH 3EN LYNN LAMA 1124 W UNKSIDE CT Property Detail RE# 1)23)4-5195 Tax Flsark: USE13 prgoeLt -Use 0100 51ngle Family At Buildings 1 Legal Dew For Full legal descdplon we land & legal section below Staidmai4a M3965ELVA LINKSIDE UNIT 01 Total Area 6161 The we of no properly, may result In higher property texas For more automation go to Save Our Homes and our Property Tax Estimator. In Progress' property valves, erematlom and Mer supporting Information on be, page are part of the yurkirg Gx roll and are subject m charge. appeal valves listed In the Value Summary are those temple! in 0chits , but may include any more changes made after ceNBratlon Learn how the Property Appraisers 01floc, values or M. Value Summary. If there are mere mplions applicable to a among authoulty, the Taxable Value 2016 SertMred 101) In_POgrg� Value Method LAMA LAMA Total Building Value $114,960.00 $138,668.00 Extra Feature Value $1,010.00 $98500 Lantl Value(Market) $150,000.00 $160,000.00 Unit _Value (April $0.00 $000 Ium(Marked) Value $266,000.00 $299,653.00 Assessed Value $237,661.00 $242,651.00 Cap Diff/PortabilBy Amt $28,339.00/$0.00 $9,002.00/$0.00 Exemptions $50,000.00 See below Taxable Value $182,661.00 See below Taxable Values and Exemptions — In Progress If there are mere mplions applicable to a among authoulty, the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value school Taxable Value Assessed Value $242,651.00 Assessed Vale 4242,65100 Assessed Value ,. $24651.00 Hpn6kad( 82500000 ._..... ...... Home4ead (HxL........... .. . ..... ..... ..— $25,000.00 $bmesfead(H%) ...._... _.. ........... 525000:00 .. ... . Homestead Balling 196.031(1$b) (Ha) Homestead Banding 196431(1gb) (HB) Taxable Value $217,651.00 -szs,00O.oD -szs,D0g.90 Taxable Value $192,651.00 Taxable Value $192,651.00 41, Saks N Bookwape saw Dma sawprtce good Instrument Type Cade Oualifled/Un9uabfted Varam/Dnproved 16132-01961 110/31IM12 $200,000.00 WD-WarrantyDeed Qualified Improved 10323-01)Oc 1/4%2o02 ($100.00 WD -Warranty Dead Unqualified! Immoved 0 xea6 o 851 18/28/1998 $100.00 45 - Miscellaneous Unguaftled Improved 08224010.0 111/18/1992 $100.00 via - Wamnty Dead mortified Improved 08n2-009)6 19/411997 $14,000.00 Val - Warranty Deed Qualded Improved 08252-02018 12/19/1995 $124,900.00 WO -Wamnty Deed QualBoal Improved I 02315-006[0 4/12/1992 $100.0 VID- Wamnty Deed Unqualified Imprwetl 02286-0095fi 3/6/1992 $106,400.00 WD - Wamnty Deed Qualified Impmvetl 02262-01525 1/29/1992 $2),000.00 are, Wantonly, Deed Qualified Vacant M E%Lfd Features - --Bldg. LIN Code Po mDe[aipion Length Whih Total Units Value 1 FPPR) I Must. Prefab 1 0 0 100 $985.00 1 Land & Legal 0, Land - — Legal LN gide Use Description Z,isi Front Depth Category Lead leap Led LN Legal devastation Was MW Value 1 44-23 17 -2S -29E 1 0100 RFS lD }2 UNITS PERAC APUD 62.00 100.00 Common Lan Let $16,000.00 2 SELVA IINKSIDE UNIT 1 3 LOT 38 i Buildings -- Building1 MInq 1 l Site Address Building Element Dfbll 1124 W LINKSIDE U Unit Abanbc beach FL 32233 Exkrior Wall 8 8 Horlaordnl lap 1 Exterior Wall i I 16 16 Frame Stuao', —&iwlm Type htlnd/Rtane rni not/PA(1 P.....o.H..Ce.....6in,.;_r,,.:r--- ..nnn—tvm—A ca Me I--1— — Property Appraiser - Property Details Page 2 of 2 I3 I3 Gable m Hip 0101- SFR I STORY 3 Roof Sbga Year Built 5 1992 RooOng Cmm Building Value au $138,668.00 4 Electric Interim Wall 4 9Porm1-Doped _�tJ Ort Flooring 3Central Grua Ileand ERNtlye Heating Fuel Type Ame Ama Ama Heating Type F nee 4Bo !.. 0 200 I a Cana Garage 2.000 FmShed open 48 a l4 Element Ment Parch i Base Area 1650 1650 1650 Stan. Fin Screened Badremae Poch 128 0 45 Bafhs Tobi 2226 1650 19N ROoms/Jab Page 2 of 2 I3 I3 Gable m Hip 3 3Aaph/Comp Shng Lsyz 5 5 Ca"Bll 12 12 Hanlempd li au a 4 Electric 4 9Porm1-Doped _�tJ 3 3Central ...Code l J 1. L 1.000 3.000 '.. 2.000 1.000 2016 Notice f PrGirclaied Property Taxes Notice (TRIM Noticel Property Record Card (PRC) The PRC accessed below reflects property details and values at the Ome of Tax Rall CertiRratbn In October of the year laced. 2016 2015 2014 a • To obtain a historic Properly Record Card (PRC) from the Property APpraaefs OFOce, submit your request here: More Information ootn¢ Os I Parcel Ta.�rd 141Map I Man the nmaem On Gaggle Maos I ue. leeS Record 6Mn•//a..no—;-..M An o_._....ti.c....__a.m__._m_._.r__- na... .....,...... ,,... •�^._ w ++# m ADDITIONBRETT _L _j w � PL 32233 NOTICE OF COMMENCEMENT State of Tax Folio No County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 44 -2317 -2S -29E SELVA LINKSIDE UNIT 1 LOT 38 Address of property being improved: 1124 Linkside Ct W General description of improvements: Extend foundation and enclose existing screen porch Owner: Brett Nansen and Jen Smith Address: 1124 Linkside Ct W 32233 Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Contractor: Remodel Inc Address: 4786 Sandy Run Ln N 32224 Telephone No.: 9044652369 Fax No: Surely (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: 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: x1t1111tttrlfff� In addition to himself, owner designates the following person to receive a copy of the Lientr's No`c`,pla P?AT&Gi�'�Ption 713.06(2)(6), Florida Statues. (Fill in at Owner's option) 5 At N F p Name: Y �� _ Address: =m— n� Telephone No: Fax No: G0� m�'^ Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recordirl s`9 differe is specified): ��i2s1�IDAtsgxxx THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Dale: DL•oo''%l Before me thi 4t!tday of N 17 in the County of Duval, Slam Of Florida, has personally appeared FTa r(a Notary Public at Large, State o Flgride, County ofDuval. Doc 9 2017143807, OR BK 18024 Page 351, My commission expires: Number Pages: 1 Personally Known: or Recorded 08:2012017 a[ 10:01 AM, Produced Identification: n Rennie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 EXIST. SLOPE 4 4h/ NEW NEW SLOPE SLOPE 6:12 6:12 I I I I EXIST. ISLOPE I 6:12 I I I L-------------- T 0 Of N z52 U-11 a � �s n R400r MIN SCALE: V4' = P -O' 6A2 SLOPE TO BE FIELD VERIFIED ----------, I I— — — I I I I I �4 I I I I I EXIST. I I 6:12 I I I I i I I �sr I 1 I I I I DRILL INTO EXIST. FOW AND EPDXY #5 DOWLL W/ HK 6' EM13W 46' OL. ('TYPj FED VERIFY SLOPE — ARGHITECTIIZ& SFNNSLE5 30# FELT 1116' O50 ROOF DEGK — RAFTERS SIZED BY ENGINEER 3X3mv WASHER IN NUT 2X4 GONE. LEa6ER 2X4 SOFFIT RET" 160 OL. PLT. H6T. &-I Vb' AFF GOVT. METAL. EWE DRIP IX4 P.T. GOVT. TRIM 2X6 CONT. FASUA VINYL VENT. SOFFIT HiARDE LAP SKAN6 TO MATCH EXIST.— b' THNGK31EV SLAB W/ 1-05 GOVT. r0WOMICIN PLM SGAL.E: V4' = P -O' .�ra IN i Ilk, BY . _ ♦ ►. :RW BAn W51LATWH Ijib EV. CAEILJNC7WQTOP PLATE H25A CUP VAPOR B - TYVEK OR EGUAL 1116' 050 SHEATH 10 W bd NANS 3' OL. ED16E 12' Of, FIELD 2x4 SPF 02 STWS AT I6' OL. 112' THWADED ROD, IN 10' EPDXY D 0 2x4 P.T. BOTTOM PLATE IN SILL SEALER 4' GONG . SLAB • 3000 PSI W/ t MESH FIN. FLR. ELEV. } O'-0' FF.E ' 0 F1W5H 6RADE - VERIFYof 2-15 GONmNUOus ell - SIZED BY m ENGINEER COMPACTED, TREATED FILL St 3/4" = I #.-OH N J 01 l O O R400r MIN SCALE: V4' = P -O' 6A2 SLOPE TO BE FIELD VERIFIED ----------, I I— — — I I I I I �4 I I I I I EXIST. I I 6:12 I I I I i I I �sr I 1 I I I I DRILL INTO EXIST. FOW AND EPDXY #5 DOWLL W/ HK 6' EM13W 46' OL. ('TYPj FED VERIFY SLOPE — ARGHITECTIIZ& SFNNSLE5 30# FELT 1116' O50 ROOF DEGK — RAFTERS SIZED BY ENGINEER 3X3mv WASHER IN NUT 2X4 GONE. LEa6ER 2X4 SOFFIT RET" 160 OL. PLT. H6T. &-I Vb' AFF GOVT. METAL. EWE DRIP IX4 P.T. GOVT. TRIM 2X6 CONT. FASUA VINYL VENT. SOFFIT HiARDE LAP SKAN6 TO MATCH EXIST.— b' THNGK31EV SLAB W/ 1-05 GOVT. r0WOMICIN PLM SGAL.E: V4' = P -O' .�ra IN i Ilk, BY . _ ♦ ►. :RW BAn W51LATWH Ijib EV. CAEILJNC7WQTOP PLATE H25A CUP VAPOR B - TYVEK OR EGUAL 1116' 050 SHEATH 10 W bd NANS 3' OL. ED16E 12' Of, FIELD 2x4 SPF 02 STWS AT I6' OL. 112' THWADED ROD, IN 10' EPDXY D 0 2x4 P.T. BOTTOM PLATE IN SILL SEALER 4' GONG . SLAB • 3000 PSI W/ t MESH FIN. FLR. ELEV. } O'-0' FF.E ' 0 F1W5H 6RADE - VERIFYof 2-15 GONmNUOus ell - SIZED BY m ENGINEER COMPACTED, TREATED FILL St 3/4" = I #.-OH CLOW SIdiATUM \ Sleet: si CRAM 6Y: DWAYWE WHITE DATE: 04-20-1'i TMW PLAN& AM POR TIL' GGCL UWM USE OP M HrM INK CESION AND ARI: NOT TO Be 1lrRODUG4W N 01 O O A cM O tai w V a (� 00 too o L7 a� H CLOW SIdiATUM \ Sleet: si CRAM 6Y: DWAYWE WHITE DATE: 04-20-1'i TMW PLAN& AM POR TIL' GGCL UWM USE OP M HrM INK CESION AND ARI: NOT TO Be 1lrRODUG4W A0171TION f5Rr=TT NANBEN 4 JEN SMITH 1124 LINKSIDE GT. W. ATLANTIC 5EACH, PL 5:2:255 L/ /o. 51TTIN6 ROOM \ ADDITION � mT BRICK STOOP SITS: !'!tel � F`aza Rd Pfa3.a � Pia' -n Rd a `° et 7 st s N �►i -rte �►i � i �i �-�r r�.a.� SCALE: NOT TO SCALE NOTES: I. ALL VMNON5 FROM EMM& WALLS ARE FACE OF FINISH AND ALL DIMOM FROM N 14 WALLS ARE FAGS OF STUD OR Mmow, UNx% a EM5E NOTED. 2 WERE DEMOLITION OF CERTAM ITEM5 LEAVE PENMRATIONS IN EXISTINfrTO-REMAIN FLOORS, WALLS, GEILIN66, ETC., PATCH 5" PEWTRA11ONS AS RbGURED TO MEET ORM44L FINISH AND PROTEGTION. 3. ALL WOOD M CONTACT MITH CONCRETE OR MASONRY 5HA LL BE PRESSURE TREATED. SY'MSOL A BUILDING 5WMI��TM - SHEET WEE 56GnON 6 FOM AI I DETAIL DE516NATt t - SHEET WERE DETAIL 6 FOUND 1 WALL SECTION ORI 1+L"ATION DE516NATION - SHEET WERE ELEVATION 15 FOUND 51 ROOM DESI6MTIOk-1W FINISH SCFEDIU O DOOR N*0`VESPWTJON -.5EE DOOR SCFEDULE ti ® WNDOW NMMER DES16MTION - 51EE WNDOW SGHEDULE DATUM POW FROM EXISTING FINISH FLOOR LEVE1, W tE% OT>B445E NOTED. LIST --01! PRANINSS: GI Al A2 SI %ll GOV#R SHAT / SITE PLAN LITION PLAN FPLAN IGAL PLAN M-E\ATIONS 941 DATION PLAN AN PLAN WCoTION 10INS CMT AILS OFF,ICECopy, Approved By.p ""'d n a It Desk C1 y of Atie06 8880h, FL k'? (V 01 O U � � 0 � Q I-4 C o U outtall isiar?d Rd W w 'hf geach Or Q)i:+14 � Cour-try Club Ln � 15tr. 5t 141h St F+ 131h 5. 1z Edgar 5tr- �+ 12* St 1124 W Unkside Ct, t 1th 5t L"y Rd aza Adan6c Rech, FL 32;233 h Dr 10th 'St Lr'h S. � F`aza Rd Pfa3.a � Pia' -n Rd a `° et 7 st s N �►i -rte �►i � i �i �-�r r�.a.� SCALE: NOT TO SCALE NOTES: I. ALL VMNON5 FROM EMM& WALLS ARE FACE OF FINISH AND ALL DIMOM FROM N 14 WALLS ARE FAGS OF STUD OR Mmow, UNx% a EM5E NOTED. 2 WERE DEMOLITION OF CERTAM ITEM5 LEAVE PENMRATIONS IN EXISTINfrTO-REMAIN FLOORS, WALLS, GEILIN66, ETC., PATCH 5" PEWTRA11ONS AS RbGURED TO MEET ORM44L FINISH AND PROTEGTION. 3. ALL WOOD M CONTACT MITH CONCRETE OR MASONRY 5HA LL BE PRESSURE TREATED. SY'MSOL A BUILDING 5WMI��TM - SHEET WEE 56GnON 6 FOM AI I DETAIL DE516NATt t - SHEET WERE DETAIL 6 FOUND 1 WALL SECTION ORI 1+L"ATION DE516NATION - SHEET WERE ELEVATION 15 FOUND 51 ROOM DESI6MTIOk-1W FINISH SCFEDIU O DOOR N*0`VESPWTJON -.5EE DOOR SCFEDULE ti ® WNDOW NMMER DES16MTION - 51EE WNDOW SGHEDULE DATUM POW FROM EXISTING FINISH FLOOR LEVE1, W tE% OT>B445E NOTED. LIST --01! PRANINSS: GI Al A2 SI %ll GOV#R SHAT / SITE PLAN LITION PLAN FPLAN IGAL PLAN M-E\ATIONS 941 DATION PLAN AN PLAN WCoTION 10INS CMT AILS OFF,ICECopy, Approved By.p ""'d n a It Desk C1 y of Atie06 8880h, FL k'? u.lerr 61aNATURE SHME 's DRNM 15Y: 0HAYNE WHITE DATE: 4-240-" THEM MAND ARE POR TM EXCLIWVE LAW OP MHM! IMC CINSI N Alb ARE NOT TO W 1lQRODUCAP (V 01 O U � � r U � r AOM Z I-4 01 o U awc� w Q)i:+14 00 F+ u.lerr 61aNATURE SHME 's DRNM 15Y: 0HAYNE WHITE DATE: 4-240-" THEM MAND ARE POR TM EXCLIWVE LAW OP MHM! IMC CINSI N Alb ARE NOT TO W 1lQRODUCAP IV48 3'-o' 5L�mmom 1'I m SCALE: 114' = P -O' OL IOLITION FILM SGALE: V4' = I'-0' will rr • • 11 ► I 1110, of cII EXIST. EXTERIOR WALL W/ HARDIE LAP SIDING EXISTING 2X4 WALL NEW EXTERIOR 04ALL W HARDIE LAP SIDING TO HATCA4 EXI5TIN6 '141WArroll :. • : r • 3. BRACE ALL E,%TIN6 STRUCTURE OR AS NECESSARY DURING DEMOLITION. LLLGT WmoA L FLM SGALE: V4' = I'-0' IN THE DRAMN65 0 M CONFORMANCE SET FORTH BY ALL MATCH EXIST. PLT. H&T. &-I V8' AFF. FIN. MR. ELEV. O' -O' FFF. RJOW 5197E M"ArTION SCALE: V4' = 1'-0' 4' HARDIE TO_� MATCH EAST. HA;4AE LAP SINS TO MATCH EXIST. — SCALE: 1/4' _ 1'-0' L.L'1'T 5197E LLL1rArTiON SCALE V4'= 1'-0' ANION 1 11 GLIONr SIeN 7UPW Al DRANK 5Y: DWAYIVE P441TE DAM 04-20-17 7t PLAW ARO POR TM OXCUMNE UM OP MNrM INK DO916N AND ARO NOT TO OO IRE PRODUMP N o, 0 M � U ApM 0 cd awk�� 00 C> H GLIONr SIeN 7UPW Al DRANK 5Y: DWAYIVE P441TE DAM 04-20-17 7t PLAW ARO POR TM OXCUMNE UM OP MNrM INK DO916N AND ARO NOT TO OO IRE PRODUMP WINDOW INSTALLATION (Mr=T iV i> A-1) U1EATi4EPZ fRESITIVE BAR ECK' MPB) APPLIED FIR102 TO THE WINDMI INSTAL LAT ION, FLAS"ING APPLIED OYER. THE FACE OF THE rlCXNTIIs FLS. 3EGilQN A STE IN WA►T 3� 6E> Fr4SHkat , S7A,ZTIhKs AT Tt4F BASF OF Tim UAA_L ; JWG TOWARDS THE TOP, M 61 ALL THE To Tt�- - FA i OF `tom z APPLY SILL FL-ASNIN3 3 APPLY BEAD OF SEALANT AT IkACIC DF VM4DOW FL.4NfxE t S 1 WINU[7W LISIN3 Po,N i-i>`AD SGIV9 TO FAC_ILITA7E MSPiZG 4,1 APPt Y BEAD OF 5FALANT Al SIDE JAMBS. EXTM40 S A` APPLY -AM R-AS41MG APPLY 5EAV OF SF-AL.ANT AT WE "AD @RFMCvE ppE% CUGI_r APPLM 'IAPt. ALC Ot>AWS WR5 TO LAY FLAT '31IEi2 I-EAD FLA5>' rW=_ AFI L'Tr NM ATMMG TAPE OYER PIAGCNA►L CUT - 5EE DIAGFPAK SEALART r�J EXiEtIR JAMB M,4WM TG OVEEia-4F SILL FLASEi1�s. EX7. 5ND J4-it5 Fl.AS 4wa a)4' ABOVE feOUG-I OPENNG AT WEAR. TJ= TOP OF JAMB FLAS 949 LIti� T7 -E FLAP OF U 8 AT THE HEAD. SEE PWG". SrAl ANT FWAD DEHlNV MG7IJhlTthlG FL AW_ -E. SEAL THE UJiMD xl FRAME To oFt N:N3- APPLY A %- NOK DIA. TO THE E53AC"IM (INTERYOW G= MHE u�1J FLANaf, 11N L#4E WTH ANY PRE -PUS HOLF. 5 OR SLOTS. (5 JAM R.ASN APPI-'r CONT. SMAC To T�E MMTNG PLANabb AT T+JF- Top (*CAW) ANU S 3FS (JAMMS) OF UMDOCL €X Er V SEALANT AT JAMMO 0)5m AE3aYE-_ THE R0. AT i-EAL>. UIOLD .JAND K-AS1- ING INTO SFAL A1tifT AND FASTEN Lel FT -AGE. (FLA -c"46 GOE5 OYER 5EAL4MT; 0 `- SILL. 043 SHIM AM:) ADJ615T I OIU TO ACHEYE OMARI=-,- pLl>m, A4D LLmY :L cc D1 i KIK Lt.= GOi cL;5K?N M&ISTANT FAS -ETERS. FAS1'E4 [?OLS PER WNUt7W h{AiV1FF,GT�R a�GIFIGATIO7'NS AT A 45 DEGREE AALaLF, GAFZ6RJLLY GUT TIME 5AMER ON A VIAGOMAL. GEt4TL..*r RA1:a 1+C TOP EDGE OF IM 13ARRW ISP AND TAM THE TOP CG IEF_Fr AIC CIWTE;Z TO TUF FkTEi21dR 0 s3U� PAr ,4�0W'E. THROLJGI-I IUIND IL' JAM L-SEALMT SEAL] FL.A514MG ANa I A BE AT FLASMW& AT HEAD EXTEMX5 I` HETI JAMB FLASI-tU46L EE DED DOTTOM cx-- 11- -Hi' P W="CM _Y APP SEAL-4NT (FLA!544 3 G OVER SEALARt). EXTF I -EAC► FLASI446 BE' C EACH JAMB r'l-ASF;IP+IG. FASTEN LSI PLACE. 5E ALANT INTERIOR VIEW TOP I -T -'f COIR OF lUMOW a 7 WINDOW INSTALLATION (METHOD B -I) WEATHER RE51TIVE BARRIER (WR5) Afr LIED IOR TO THE WINDOW IMSTALLATION. FLASHNG G AFMIF-1r3' 13EHIt� THE MC UWTlKG ELANGE_ 01 1M DIATER 54-EDDING FA54M STA -M HS AT T"M 1 ASE OF T! E MALL E IL ORKIN�. T O 5 TWE 7CP, MTALL T -E UkEE3 TC THE FAoCE OF THE St-IE,�aTFif�s_ APPLY SILL FLASNC� f 3 Af"Ly =-s FLASHIMts APRT blEAP C.7F BEALANT hRCKYPV TME PERPIFTER CF Ti -E BACK 510E (IW7=PJ F:Z SLMACF-) OF UXHDCW lrlOiJ1`tTING- FLAW -1E. iM-IEDIATELY IN5TALL MOM LJ504a rA%: wz eo SGMWS TO FACIL ITA ; E tNSF�cG` RAIL APP1-Y IEAD OF SEALAM A5 TWE FACE CF t'KMTlMra FL AT 11EAD APPLY 14EAD FLAsua�-s i r'fOYE F'i VIOMLY AFI=L IEt3 ►, , ALLOiUM tis TO LAY FLAT t7%'3=R "FAD FLAG- . AI�PLT IEW 5MEA.TI-M -APE cNMe p:Ar;rY4AI. CLT - SEE DIAs�-I. SE :Uig 4 iRiB HE AD i .lop EXrasO .IA"15 HLA&4t4rs TD tom'= -'_RCAF' fp" PLASHW—L EXTEM'3 JAMB R-Ast4w!t Is So (270-M) ASCrrS Fa1.iCsl-I OPEN HU AT HEAP. APPLY TAPE AT C4qrjvR5 _0 TEMP+OF.fiRi Y NQLD FLASI- M N PLACE UNTIL t "t:A 15 APPLIEC3. oEcrig A SEALAW SST. N rioUNr14C% FL�nE Atm FLA -CR w__v. APPLY A ` MM DIA 5EAD OF SEAL.fiNT TO THE -- SACK5IDE (NTERIOR) OF THE rW7JNTW3 FLS A XXB4 -.W= ENTIRE MFLvM P_ rLACE MAD tN LIMA Wrrl4 ANY Pte.-PUNC34FD N011 -E5 OR 5Lofi5- \ Ar I! a FILL 1'L.A514M 514" AMP ADJUST JJ hVOW TO ACHEY.E SGLL41�. --� PI...t11B, AWD LF1o%L t-.OND1111M USE QC7'1r MOSION REOISTA�IT FASTM4MtS. =A,sTEN Wfh ilS i R 11ANr-)OW mAN1FAcTUfMR ; ASTENER .aj F IC.A i ION& AT A 45 DEChREE AWSLE. CAS -FULLY CUT TSL RAROi R CM A DIA AL G-�tTI T RA 5E THL TOFF EDGE OF TI -M SABRIER UP AND TAPE T4E Tor GOMM$ AND CENTER TO THE EXTEFWK tLlr'2B SIJiF.Aut:. E AEkW=-- �' �TALL.ATtI S. -AL .ALL CDFMRS OF MSC { MICALL`!` JOKED NFZAM=-5 TO SELL FVAM REAM Juhtr_TLIILICF. H..ASNIWs AT I-FEAD EXTENDS i" BE't'OND JAMB FLIlSSalh -i AM -21-Y A COW. SEAL. A,LO MOLHT s FLAKE AT THE #-tAZX FLA54IMS GOES OVER i'IC INTW-z FL.AW_%E. QED B4WTOM OF E -EAP FLLA5HIAICz r;G-A€N$T SEALANT (FLASWIN3 GOES 0VF-R 0F—RSEALANT). C>(rC D HEAD F LAS14W.5 BFYO1 V EACH JAIL 1-t HAS. FASTER IN PEACE. INTERIOR VIEW fits' Lwt COWER OF1, WH SLC A I Jit 1 m GLIQtT � SFT= DR/rYW BY: DWA1'NE WHITE D/4TE: 04-�0-17 7tlBE rLA!!S PllC TOR T4! CXCiJJBIVE UBC■ O� W MTE INC DffiIdN J11C /iRE NOT TO OG RE�ODIAGB� 0 U A M O C� z 01 U P..4 w ° >~ o L7 (U E-+ GLIQtT � SFT= DR/rYW BY: DWA1'NE WHITE D/4TE: 04-�0-17 7tlBE rLA!!S PllC TOR T4! CXCiJJBIVE UBC■ O� W MTE INC DffiIdN J11C /iRE NOT TO OG RE�ODIAGB� DESIGN SPECIFICATIONS DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 WIND LOADING: ASCE 7/10 BASIC` WIND SPEED (ASCE 7-10) -------------- 130 MPH IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 MEAN ROOF HEIGHT ----------------------- 15.0 FT CODE: - - - - - - - - 6/12 BUILDING CATEGORY ----------------------- II FLORIDA BUILDING CODE - RESIDENTIAL ENCLOSURE CLASSIFICATION ----------------- ENCLOSED DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, f .18 H8 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. 530 5-10dx1'/2" EA. END DESIGN LOADS: ACTUAL AND UNIFORM 1000 860 7-10dx1'/2" EA. END ROOF HTS20 1450 ROOF LOADING (cd=1.25) 138 .3 MSTA24 TOP ,CHORD LIVE LOAD 20 psf 9-10d EA. END 138 .4 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 1870 13-10d EA. END BOTTOM CHORD LIVE LOAD 10 psf 3480 3080 BOTTOM CHORD DEAD LOAD 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 WIND LOADING: ASCE 7/10 BASIC` WIND SPEED (ASCE 7-10) -------------- 130 MPH IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 MEAN ROOF HEIGHT ----------------------- 15.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6/12 BUILDING CATEGORY ----------------------- II EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - C ENCLOSURE CLASSIFICATION ----------------- ENCLOSED INTERNAL PRESSURE COEFFICIENT -------------- f .18 MATERIAL SPECIFICATIONS HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/g" LARGER THAN THREADED ROD SIZE. (U.0.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SIMPSON CONNECTORS COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. 7a -7 [NOT ACTUAL PLAN] DENOTES EDGE STRIP. a f---' SEE C & C CHART ! ABOVE FOR 'a' DIMENSION SCOPE OF SERVICE 7'i- 0 ° MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF IkU*-,TOO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT D0CUME LIMITS -OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADER, DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CONNECTOR UPLIFT FASTENERS I FL#CODE SYP SPF A35, 450 450 12-8dx1'/2" 104 .4 H'2.5T 600 520 5-8d EA. END 114 .3 H8 620 530 5-10dx1'/2" EA. END 114 .3 MTS12 1000 860 7-10dx1'/2" EA. END 104 .3 HTS20 1450 1245 24-10dx1'/2" EA. END 138 .3 MSTA24 1765 1270 9-10d EA. END 138 .4 MSTA36 2050 1870 13-10d EA. END 138 .8 HTT4 3480 3080 18-16d TO TRUSS/BEAM 114 .2 1-5/,"0 ROD TO FTG. HTTS 5250 4670 32-16d TO TRUSS/BEAM 114 .2 1-5 /e D ROD TO FTG. LUS28 930 780 6-10d TO HEADER 106 .113 4-10d TO JOIST HU410 905 785 14-16d TO HEADER 105 .36 6-16d TO JOIST ABU44 2200 FASTENERS SHALL BE STAINLESS STEEL. 5/8"0 ROD w/ 12-16d 108 .6 ABU66 2300 MANUFACTURER'S REQUIREMENTS. 5/8"0 ROD w/ 12-16d 108 .6 SET N/A N/A SIMPSON EPDXY-TIE 115 .4 LTT20B 1675 1675 10-16d TO STUD/BEAM/POST 114`6.3 1 -'/2 "D ROD TO FTG. LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS ROOF SHEATHING SPECIFICATIONS: CONNECTION TYPE SHINGLE- MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). FACE WALL SHEATHING SPECIFICATIONS: 2 --GUN FLEXIBLE FINISH -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH. -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS 3 -GUN NAILS CONCRETE SPECIFICATIONS: FACE ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS 3 CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: TOE FOOTING AND FOUNDATIONS: (8d @ 6") GUN FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR jN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS I STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION LAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. PRO IDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: NAIL SHALL BE INSTALLED OVER MINIMU6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN T RMITES. SAWCUTS: FOR CONTROLLED CRAC I ING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. NAIL WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ROOF COVERING SPECIFICATIONS: I THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. LAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WIT ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: -GUN THE CONTRACTOR SHALL BE RESP;, NSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE MEMBERS CONNECTION TYPE AND FASTENER TOP PLATE TO TOP PLATE FACE NAIL 2 --GUN Oriented Strand Board NAILS @ 12" STAG. TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) ONCRETE MASONRY UNIT 3 -GUN NAILS DBL. TOP PLATE TO STUD FACE NAIL (2-16d) EACH 3 -GUN NAILS RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" CEILING JOIST TO TOP PLATE TOE NAIL ( 78d) 5 -GUN FDN NAILS CEILING JOIST, OVER PARTITIONS FACE NAIL ( -16d) 4 -GUN NAILS CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) HORIZONTAL 8 -GUN NAILS JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS RAFTER TO PLATE TOE NAIL (378d) 3 -GUN NAILS JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE CONT. HEADER TO STUD TOE NAIL (31-16d) 4 -GUN NAILS STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" NAIL SPECIFICATIONS 3"x0.131"0 = GUN NAILS 2"x0.113'0 = RINK SHANK 2"x0.113"O = 6d 21/2 "x0.131 "O = 8d 3"x0.148"O = 10d 31/2 °'x0.162"4 = 16d 1'/2 "x0.148"O = 10dx1'/2 " 1'/2 "x0.131 "0 = 8dx11/2 " E PLAN LEGEND ADJACENT AND ABBREVIATIONS INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL Oriented Strand Board BRG 13EARING PRE ENG - Pre Engineered DESIGNATES SHEARWALL. THE HEADER SIZE, JACK AND KING STUD HIDDEN LINE DESIGNATES SIDE OF (2)2x8-1/1 QUANTITY. -------------- SW WALLTHE SHEARWALL SHEATHING NAILING: TO BE APPLIED. 8d @ 3/6 NAILING: DESI NATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELL" ADJ - ADJACENT MANUF - Manufacture BM - B AM BOT 130TTOM Oriented Strand Board BRG 13EARING PRE ENG - Pre Engineered CMU - ONCRETE MASONRY UNIT DBL DOUBLE PRESSURE TREATED DIA - DIAMETER REINF EA - EACH Square Foot EE - EACH END EOR THRU ENGINEER OF RECORD EQ - EQUAL LION EXT - EXTERIOR - Vertical FBC - FLORIDA BUILDING CODE FDN FOUNDATION FT - FOOT FTG FOOTING HDR HEADER HORIZ iOUNDS HORIZONTAL LBS - LG - Long MANUF - Manufacture MONO - Monolithic OC - On Center OSB - Oriented Strand Board PERP - Perpendicular PRE ENG - Pre Engineered PSF - Pounds per Square Foot PSI - Pounds per Square Inch PT - PRESSURE TREATED QT - Quick Tie REINF - Reinforce SF - Square Foot SPF -Spruce Pine Fur SYP - Southern Yellow Pine THRU - Through TYP - Typical LION - Unless Otherwise Noted VERT - Vertical WWF - Welded Wire Fabric Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 S�Q•„ J'`�aQ ..•••�,�CEMs,.•.pG 'p No. 7100 rn 1 . STATE .r •. � OR 10 *" �' o S10NAL E Christopher I Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFlCATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w= pU v LLJ Z 00 J U 4*1T F_ N z Q J E -- Q DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENTIAL ADDITION DESIGN/DRAWN/CHECKED CS RD LAP DATE 06.05.17 CONTROL NO. TRUSS ID. LPA NO. SMIT-17-00528 SHEET SO.0 SHEET 1017 4 FASTEN LOWER STUD TO TALLER STUD w/ 2—ROWS OF 10d COMS @ 12" O.C. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. PT. SYP#2 SOLE PLATE — WALL FRAMING AT PLATE CHANGE CONDITION -rx/rllf ` A I \ A/ A I I Cn A A Alk Ir_ WINDOW SILL SCHEDULE ARCHED TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE 3/SO.1 FOR SILL SIZE AND CONNECTION EACH END '-0" MIN. SPLICE LENG / (16) 0.131x3" NAILS VENLY SPACED SYP#2 HEADER, PER PLAN I_ FOUNDATION, SEE PLAN WALL FRAMING AT RAISED HEADER CONDITION ROUGH OPENING DROPPED HEAD OR SILL PLATES TYPICAL HEADER NAILING < 4'-4" (1)2x4 SPF #2 0.131X3" TOE NAILS TOE NAILS < 6'-4" (2)2x4 (1)2x6 OR SPF#2 2X6, 2x8 = (5) NAILS < 8,-4„ (3)2x4 (3)2x6 OR SPF#2 TYPICAL STUD NAILING: + (4)12d TOE NAILS 2x10, 2x12 = (7) NAILS SYP #2 (1)A35 + (4)12d TOE NAILS 0.131x3" END NAILS: 48" 9" LVL, 11" LVL = (7) NAILS TOPDOUBLEPLATE N/A (2) @ 2x4, ANCHOR 14" LVL, 16" LVL = (9) NAILS 7.5" 10" (3) @ 2x6, 3" .� WALL (4) @ M. MONO ..- OR POST. SYP#2 DBL. FULL HEIGHT ANCHOR 66I— MAX' ELEVATION t TOP PLATE EITHER SIDE OF PLATE A © �--- FULL HT. HEIGHT CHANGE AT SILL PLATE AT TOP PLATE 2x—BLOCKING ONLY RAISED REQUIRED IF SHEARWALL HEADER SIMPSON H2.5T OR LSTA12 STRAP FOLDED OVER TOP PLATE FASTEN LOWER STUD TO TALLER STUD w/ 2—ROWS OF 10d COMS @ 12" O.C. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. PT. SYP#2 SOLE PLATE — WALL FRAMING AT PLATE CHANGE CONDITION -rx/rllf ` A I \ A/ A I I Cn A A Alk Ir_ WINDOW SILL SCHEDULE ARCHED TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE 3/SO.1 FOR SILL SIZE AND CONNECTION EACH END '-0" MIN. SPLICE LENG / (16) 0.131x3" NAILS VENLY SPACED SYP#2 HEADER, PER PLAN I_ FOUNDATION, SEE PLAN WALL FRAMING AT RAISED HEADER CONDITION ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS < 6'-4" (2)2x4 (1)2x6 OR SPF#2 (5)12d TOE NAILS < 8,-4„ (3)2x4 (3)2x6 OR SPF#2 (1)A34 + (4)12d TOE NAILS < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. SYP#2 (2)12d TOE HEADER, NAILS E.E. PER PLAN OPENING (MIN) END F- FASTENER HEAD OR SILL, PLATES SEE KING & JACK SCHEDULE STUDS SEE PLAN ROUGH OPN'G, SEE ARCH. (6)12d TOE NAILS _7"F TOP & BOT. Al2x— SPF T&B w/ 12d @ 8" O.C. KING & (TYP) JACKS- I: POR PLAN w = SHEATHING A L CONT. AT Q GIRT/VERT � SIMPSON LTP4 ON JOINT. INSIDE FACE, IF NO JACK STUD 2x SPF RIPPED TO FIT ARCH. BOX BEAM BETWEEN WINDOWS DEPTH REQ'D. IN TWO STORY FRAMING SECTION A—A WINDOW HEAD AND SILL FRAMING 4'-0"\MIN. FULL HEIGHT ANCHOR, SEE PLAN FOR SIZE AND LOCATION 12"" 1 Y2,. MIN MAX.. FROM SOLE PLATE BREAK TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ 0.131x3 @ 8" O.C. STAGGERED. DROPPED HEADER S'P#2 HEADER, P R PLANS INDOW SILL SEE S HEDULE 3/S0.1 F R SILL SIZE AND C NNECTION EACH E D AK 1iLU IKANJUM U I N: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131 "x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING— WINDOW ATTACHMENTS MUST ANCHOR INTO 2x M TERIAL. JACK AND — KING STUDS, SEE PLAN SULL FLAIL ANUIUK: SOLE PLATE ANCHOR SCHEDULE THREADED ROD b EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. O EMBEDMENT DEPTH EDGE DISTANCE 3/8 40" 16" 2x 2x'/g " 31/2 " 1 3/4" 1/2 48" 24" 2x:x 1/8 " 31/2 " 1 3/4" MASA 48" 24" N/A TOPDOUBLEPLATE N/A N/A BOUNDARY OF SHEATHING EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. (UON) /-RATED SHEATHING, SEE GENERAL NOTES. 77, 4 SHEATHING NAILING DETAIL S0.1 SCALE: 3/4" = 1'-0" '/2"0 x 6" LG (MIN 34" EMBED.) THREADED ROD ANCHOR DRILLED EPDXY w/2"O x" PLATE WASHER, SEE SCHEDULE BELOW (3) ROWS 12d AT 12" O.C. EA. SIDE. ROOF TRUSSES, OR FLOOR JOISTS. WASHEI 0 DOUBLE TOP PLATE STEEL COUPLER (OPTIONAL, LOCATE AS NEEDED) FULL HEIGHT THREADED ROD SEE PLAN `--- CONNECTOR SEE PLAN FULL HEIGHT THREADED ROD SEE PLAN FLOOR FRAMING FOUNDATION, PER PLAN. I EMBEDMENT DEPTH O FULL HEIGHT ANCHOR INSTALLATION CHART THREADED D W O O ROD i - - PLAN - WASHER SPEC. i n EDGE DISTANCE j�44 - I/2 "0 V 4„ 4„ — t 3„ SOLE 5/8"o 9/16 "0 �v FULL HT. PLATE FULL HT. TOPDOUBLEPLATE ANCHOR 5/8 ANCHOR 3/4"b 3x3x1/4" 7.5" 10" 2Y2" 3" .� WALL STUD MONO ..- OR POST. ELEVATION t O� A © �--- FULL HT. ANCHOR AT SILL PLATE AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREADED LL W O O ROD WOOD ATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 1/2 "0 I/2 "0 2x2x'/a " 4„ 4„ 2„ 3„ 1/2 5/8"o 9/16 "0 3x3x'/4 „ 6„ 6„ 2Y2„ 3„ 5/8 3/4"0 3/4"b 3x3x1/4" 7.5" 10" 2Y2" 3" MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART 1 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS /2 . 11/2 (3) ROW OF 1 O NAILS @ 8" O.C. STAGGERED 2x4 MEMBERS: o (1) ROW OF 1 Od (4) ROWS 12d .1-1° NAILS @ 4" O.C. 11. AT 12" O.C. 2x6 MEMBERS: I-_ 2x6 EA. SIDE. ° () 2 ROW OF 10d N 1__c14 NAILS @ 4" O.C. 2�PLY 3 PLY STAGGERED BEAM. BEAM. 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS WO OF 63/4" TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"ox FASTENERS @ 24"o.c AS SHOWN AS SHOWN 4—PLY 14" LVL AND GREATER BUILT-UP MEMBER FASTENING LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE UPPER TOP PLATE OVER LAPS FULL HEIGHT ANCHORING SPECIFICATIONS ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x Y8" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE V LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG—TIGHT CONDITION PLUS ONE—HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 FT.—LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS STUD BEL01 LOWER TOPS 4-10d PLATE AT BREAK OVER LAP DOUBLE COMMONS TOP PLATES ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS • 1 CO CORNER WALL INTERSECTION CONDITIONS CONDITIONS TES: 1 OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2 DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3j O DENOTES FULL HEIGHT ANCHOR, SEE PLAN 41 DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5 CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 �J��'�•'';.\CFN •�''q�© '•. G NO � •t'p -o STA p p�rq Christopher I Sabourin rE FL PE#71461 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL DETAILS DOLDRAWNGS. DIMENSIONS FROM THEIF A DIMENSION IS REFER TO THE AAL DRAWINGS OR T THE E.O.R PLAN NAME (�'RESIDENTIAL ADDITION DESIGN/DRAWN/CHECKED CS R� LAP DATE 06.05.17 _ CONTROL NO TRUSS ID. LPA NO. SMIT-17-00528 SHEET S0.1 SHEET 2 OF 4 J LL W = pU � w Z 00 J U N Q J F - Q TYPICAL DETAILS DOLDRAWNGS. DIMENSIONS FROM THEIF A DIMENSION IS REFER TO THE AAL DRAWINGS OR T THE E.O.R PLAN NAME (�'RESIDENTIAL ADDITION DESIGN/DRAWN/CHECKED CS R� LAP DATE 06.05.17 _ CONTROL NO TRUSS ID. LPA NO. SMIT-17-00528 SHEET S0.1 SHEET 2 OF 4 TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. NEW 4" CONCRETE SLAB w/ FIBERMESH © 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE OR CONCRETE BONDING AGENT. �a Z X 00a \ N 20 2 12 : f w/ (2)#5 CONT\\. � . �\ � 1 MONOLITHIC EDGE FOOTING SO.2 SCALE: 3/4" = 1'-0" 2x4 SYP#2 COLLAR TIES w/ 6-10d NAILS EACH END, AT EACH RAFTER. DIRECTLY BELOW RIDGE. 2x6, FASTEN EA. END w/ 6-10d 2x8 ROOF RAFTERS @ 16" O.C. 7 0 0 00 ° o 2x10 RIDGE BOARD H2.5T EACH RAFTER 2x_ BLOCKING BETWEEN EACH TRUSS 4 ROOF SECTION SO.2 SCALE: 3/4" = 1'-0" / 0 0 o c ° EXISTING DRILL 4" AND EPDXY 1—#3x20" HORIZONTAL DOWEL © 36" OC (TYP) OTING SLAB EXISTING TO R� M A N AS IDS FASTEN RAFTERS TO RIDGE w/ 5-10d TOENAILS H3 @ EA. STRUCTURAL OUTLOOKER FASCIA. SEE PLAN. 2x6 FASTEN EA. ° END w/ 6-10d 0 2x ROOF RAFTERS ° 0 16" 0. C. ° ° ° 2x10 CEILING JOIST H2.5 EACH © 16" O.C. w/ AFTER 8-10d EACH END 2x— BLOCKING BETWEEN EACH 7RUSS A35 --- H3 -- H3 @ 32" O.C. 2x4 SPF#2 @ 16" O.C. RAKED WALL WALL SHEATHING, SEE SPECS CS16 @ 32" O.C. 7-10d @ 16" O.C. THREADED ROD, SEE PLAN 2x6 BLOCKING 4-12d TOE NAILS (2 EA. SIDE) A35 ROOF RAFTERS, SEE PLAN ROOF SHEATHING. i CS16 (TYP.) FULL DEPTH BLOCKING © 36" O.C. 2x6 SYP#2 X—BRACE AT 36" O.C. w/ 8-10d EA. END 2 2x6 OUTRI GERS w/ FASCIA AT RAKED WALL S0.2SCALE: 3/4" _ '-0" 3/4" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN P d NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. SAWCUT DETAIL SCALE: 3/4" = 1'-0" ROOF SHEATHING, SEE SPECS 2x6 BLOCKING BETWEEN EACH RAFTER. FASTEN EACH END w/ 4-12d °IXII� FULL HEIGHT ROD, SEE PLAN WALL SHEATHING, SEE SPECS ROOF RAFTER, 4/SO.2 SIMPSON H2.5T EACH RAFTER DOUBLE SYP#2 TOP PLATE 2x4 SPF#2 @ 16" O.C. WALL FRAMING, SEE 1/S0.1 SINGLE SYP#2 P.T. SOLE PLATE. SEE 1/S0.1 FOR ANCHOR BOLT SPACING d a. 4 CEILING JOIST, SEE PLAN a TYPICAL WALL SECTION SCALE: '3/4" = 1'-0" CEILING JOIST, SEE 4/SO.2 FOOTING AND SLAB, SEE 1 /SO.2 420 Osceola Avenue )ax. [leach, Florida 32150 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 N OpNER q J C'�,,......., •''V�CEH ��'• QO/`y ; •� li LL $ ' G •� Z N No. 14 1 y : 00 N -o '; STAT 'C' Si•�/C ••.: ORI •••✓�� y., �S •• N# N c /(�•A•.,..p.. gar y'hyhhu �"fYM� N�'�hJ� U f0j.— lot Christopher I Sabourin PE Q FL PE#71461 J REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO fi ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION, FRAMING, ROOF PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENTIAL ADDITION DESIGN/DRAWN/CHECKED CS RD LAP DATE 06.05.17 CONTROL NO. TRUSS 1D. LPA NO. SMIT-17-00528 SHEET S0.2 SHEET 3 OF 4 J LL W = U �w Z 00 U N Q J F Q FOUNDATION, FRAMING, ROOF PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENTIAL ADDITION DESIGN/DRAWN/CHECKED CS RD LAP DATE 06.05.17 CONTROL NO. TRUSS 1D. LPA NO. SMIT-17-00528 SHEET S0.2 SHEET 3 OF 4 CONNECT NEW MONO FOOTING TO EXISTING MONO. DRILL 6" AND EPDXY 2—#5x30" HORIZONTAL DOWEL BARS. PROVIDE SAW CUTS PER 5/S0.2, BUILDER TO COORDINATE WITH FINISH 1 FLOOR MATERIAL. SO.2 EXISTING STRUCTURE IN HATCH TO REMAIN UNCHANGED. FOUNDATION PLAN SCALE: 1/4' = 1'-0" 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 4" CONCRETE SLAB w/ FIBERMESH © 1.5 LBS/CU.YD. OF -CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN .PREPARED GRADE OR CONCRETE BONDING AGENT. EXISTING FOOTINGS AND SLAB TO REMAIN. NEW CONCRETE SLAB TO BE POURED LEVEL WITH INTERIOR SLAB. DRILL 4" AND EPDXY 1—#3x20" HORIZONTAL DOWEL BARS ® 24" O.C. (TYPICAL) FASTEN END STUD TO EXISTING w/Y4%6" SDS SCRE S ® 16" O.C. N (2)2x6-1/2 2 _ S0.2 (2)2x0-1 /2 �RAMING PLAN SCALE: 1/4' = 1'-0" REMOVE ALL EXISTING FRAMING ON PORCH. CONTRACTOR TO PROVIDE TEMPORARY SUPPORTS FOR EXISTING ROOF ABOVE. 3 SO.2 FASTEN END STUD TO EXISTING w/Y4"x6" SDS SCREWS @ 16" O.C. TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED 2x6 SYP#2 OUTLOOKERS @ 24" O.C. SEE 2/SO.2 SYMBOLS LEGEND I ---I BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND 3/8" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE STUD NOTES: 1.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 2.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. GENERAL NOTES 1. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 2. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/S0.1 2x6 SYP#2 STRUCTURAL FASCIA. FASTEN TO EACH RAFTER w/ A35. SEE 2/S0.2 (2)2x4 SPF#2 POST TO PROP UP RAFTER. LU rSTRAP TOP AND BOT. w/ 1—HTS16 REMOVE EXISTING OVERHANG THIS AREA AS NEEDED. ROOF PLAN SCALE: 1/4" = V-0"' INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax, 241-9557 FL: CA # 8344 SC: CA# 3579 DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. — _—-------- SW: 3 6 8d ® j DESIGNATES 8d COMMONS • 3" O.C. EDGE & 6" O.C. "IN THE STA O FIELD" ANAL :. DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED m FOR HEADER OPENING. I ---I BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND 3/8" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE STUD NOTES: 1.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 2.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. GENERAL NOTES 1. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 2. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/S0.1 2x6 SYP#2 STRUCTURAL FASCIA. FASTEN TO EACH RAFTER w/ A35. SEE 2/S0.2 (2)2x4 SPF#2 POST TO PROP UP RAFTER. LU rSTRAP TOP AND BOT. w/ 1—HTS16 REMOVE EXISTING OVERHANG THIS AREA AS NEEDED. ROOF PLAN SCALE: 1/4" = V-0"' INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax, 241-9557 FL: CA # 8344 SC: CA# 3579 Christopher I Sabourin P£ FL PE#71461 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIHCATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 7 J No. 14 *. .� •Z 00 • (V STA O o ANAL :. V)W Christopher I Sabourin P£ FL PE#71461 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIHCATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION, FRAMING, ROOF PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENTIAL ADDITION DESIGN/DRAWN/CH ECKED CS / RD / LAP DATE 06.05.17 CONTROL NO. TRUSS ID. LPA NO. SMIT-17-00528 SHEET S1.0 SHEET 4 OF 4 7 J LL W Aft T DQ V)W Z m J U N Q J Q FOUNDATION, FRAMING, ROOF PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENTIAL ADDITION DESIGN/DRAWN/CH ECKED CS / RD / LAP DATE 06.05.17 CONTROL NO. TRUSS ID. LPA NO. SMIT-17-00528 SHEET S1.0 SHEET 4 OF 4 MAP SHOWING BOUNDARY SURVEY OF. - LOT 38, SELVA LINKSIDE UNIT 1, AS RECORDED IN PLAT BOOK 44, PAGES 23 AND 23A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA SURVEYOR'S NI THE SURVEY HE THEREFORE THE REGARDING INFC EASEMENTS, RIG RESERVATIONS C THIS SURVEY NC 5:FM AAMACILgWr Kl w M Q J FOUND 1/2„ CROASDELL L.B #120 0 3' FOUND 1/2" IRON PIPE L.B. #4384 Ul FOUND 5/8" REBAR P.T. NO IDENTIFICATION i L 0 T 3 9 TAT FOUND 1/2" REBAR P/ ,8 EAVES CROASDELL L.B #120 ADJOINING BUILDING -1'8 / f (APPRO 0 4 2 ,EO lO)f f v J 84.34 k9 N83 BRICK PAVER -! BRICK PAVERS 0 13 2.13 w WALK S`�*2� `=•-� -'` �� ,, \ (6' WOOD FENCE , ON EAST EDGE) FRAME SHED ON WOOD F G0 ° e o o FLOOR 3• o�, �o , . N �8.2' may' ooa R �o� TO 2.91 LA 0 R o 15. I-` 0 0-0 N 00 c" oN •� �'s�Fa 66 3 vv , o 1�(0- p #669O° sT /0 1 °2 rn� 4- 17- OC) O FOUND 1/2" IRON PIPE L.B. #3672 N VI -LL At?' As. SILT "wm. 77)AV iiz•VxgfS TAVU C4tt-VL.AT=Q,5 bJ1jlk. ArrAu4t3D ro VuW SrLr of fUW 5 'St)lbAZTTS Yo T*rL fox L-a%►G bury. UXAT b W TOWc aVU9 skF.Q.T. D U R D E N SURVEYING AND MAPPING, INC. 1825—B 3RD STREET NORTH JACKSONVILLE BEACH, FLORIDA 32250 (904) 853-6822 FAX 853-6825 LICENSED BUSINESS NO. 6696 7.5' JEA EASEMENT IN rye. -FOUND- 1-2"--REBAR - L.B `120 NOTESr THIS PROPERTY LIES IN FLOOD ZONE 'X" PER FLOOD INSURANCE RATE MAP (FIRM), DUVAL COUNTY, COMMUNITY No. 120077, MAP/PANEL No. 12031C -0408-H, REVISED JUNE 3, 2013 BEARINGS BASED ON THE NORTH LINE OF LOT 38 LINEAS BEING N 83'42'00•" E _X — DENOTES 6' WOOD FENCE EXCEPT AS NOTED THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JEN SMITH I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land Surveyors, pursuant to Section 472.027 Florida Statutes and Chapter 5J17 Florida Administrative Cod FLORIDA REGISTERED SURVEYOR No. 4707 H. BRUCE DURDEN, Jr. )N WAS MADE WITHOUT THE BENEFIT OF ABSTRACT OR SEARCH OF TITLE AND SIGNED JANUARY 12. 2017 VDERSIGNED AND DURDEN SURVEYING AND MAPPING, INC., MAKE NO CERTIFICATIONS ATION SHOWN OR NOT SHOWN HEREON PERTAINING TO EASEMENTS, CLAIMS OF SCALE: 1 = 20' i -OF -WAY, SETBACK LINES, OVERLAPS, BOUNDARY LINE DISPUTES, AGREEMENTS, OTHER SIMILAR MATTERS WHICH MAY APPEAR IN THE ABSTRACT OR SEARCH OF TITLE. WORK ORDER NUMBER: 17013 Q _ (i O O VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. u �J MAP SHOWING BOUNDARY SURVEY OF. - LOT F:LO 38, SELVA LINKSIDE UNIT 1, AS RECORDED IN PLAT BOOK 44, PAGES 23 AND 23A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA O LO O J FOUND 1/2" REBAR CROASDELL L.8 #120 BRICK PAVERS (6' WOOD FENCE ON EAST EDGE) In F- O �l wO N CO SFT oFN�•B #6 ,os�r 696 T O �4 .1 r Co � �l O -1 U-1 N FOUND 1/2" IRON PIPE L.B. #4384 FOUND 5/8" REBAR P.T NO IDENTIFICATION L 0 T 3 9 P� FOUND 1/2" REBAR 18• EAves CROASDELL L.8 #120 ADJOINING BUILDING wRf r n (APPROX. 1.D' O' 0 ID' „ E g 4.3 4 V 1 p A9 D N83u 44 o� 0.3' > BRICK PAVER U WALK \ ° ° ' . A�\ ' ° ° ;0 Crl FRAME SHED �p�o� ppdpR ° Cn ON WOOD Zp\"pO o FLOOR 3' ��`� 115.4' o l 8.2' . ' < (ARC) � IV \ .9�- 2� 0 102 41� 20 �2� -� �- �9 IPRGI v013 0 o y"pCo O C) \,O FOUND 1/2" IRON PIPE L.B. #3672 D U R D E N SURVEYING AND MAPPING, INC. 1825-B 3RD STREET NORTH JACKSONVILLE BEACH, FLORIDA 32250 (904) 853-6822 FAX 853-6825 LICENSED BUSINESS NO. 6696 SURVEYOR NOTE THE SURV HEREON WAS MADE WITHOUT THE BENEFIT OF ABSTRATHEREFORE THE CT OR SEARCH OF TITLE AND UNDERSIGNED NESURVEYING AND MAPPING, INC., MAKE CERTIF REGARDING INFORMATION SHOWN OR NO�SHOWNHEREONPER ALINING TO EASEMENTS, CLAIMS ICOFIONS EASEMENTS, RIGHTS-OF-WAY, SETBACK LINES, OVERLAPS, BOUNDARY LINE DISPUTES, AGREEMENTS, RESERVATIONIS OR OTHER SIMILAR MATTERS WHICH MAY APPEAR IN THE ABSTRACT OR SEARCH OF TITLE. THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. 6 $� 1J 7.5' JEA EASEMENT 1 rye. P� r Z FOUND 1/2" REBAR LB #120 NOTESt THIS PROPERTY LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP (FIRM), DUVAL COUNTY, COMMUNITY No. 120077, MAP/PANEL No. 12031C -0408-H, REVISED JUNE 3, 2013 BEARINGS BASED ON THE NORTH LINE OF LOT 38 LINE AS BEING N 83'42'00" E — X — DENOTES 6' WOOD FENCE EXCEPT AS NOTED THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JEN SMITH I hereby certify that this survey, meets the minimum technical `stalldprds as set forth by the Florida BogCd of'L--ns1. Sp veyors, pursuant 'to Section 472.Q 7 > c+r46 Statute's.: arid Chapter 5J17 Florida-AdMiriistrat'We, Code FLORIDA REGISTERED SURVEYOR W. 4707 %, H. BRUCE DURDEN, Jr, v SIGNED JANUARY 12 2017 SCALE: 1 " = 20' WORK ORDER NUMBER: 17013 B-9002