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1865 LIVE OAK LN - SCREENED ENCLOSURE d ,fr. . CITY OF ATLANTIC BEACH s> 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 l'.-c Si S) 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: RESA17-0003 Description: screened enclosure &outdoor kitchen Estimated Value: 0 Issue Date: 8/11/2017 Expiration Date: 2/7/2018 PROPERTY ADDRESS: Address: 1865 LIVE OAK LN RE Number: 172020 1410 PROPERTY OWNER: Name: VARKONDA KERRY G Address: 1865 LIVE OAK LN ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: 0 Name: Address: Phone: Name: Pratt Guys, Inc. Address: 6967 Phillips HWY JACKSONVILLE, FL 32216 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 0 $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. ai 0 ,y;, City of Atlantic Beach APPLICATION NUMBER ��; Building Department (To be assigned by the Building Department.) 800 Seminole Road CS I . Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 D II ��;; �� E-mail: building-dept@coab.us Date routed: S l ocl 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (6U 14--11 _ Department review required Yes o (Buildi Applicant: t 0_1 UtKp /arming &Zonin Tree A minis rator Project: SU CC()LA e L t,l(( DOA 1cA;(V:CKublic o�ks "K011 Public Safety Fire Services Review fee $_ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIC TION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 5 c2 -f 7 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 07/27/10 01 4". 44 CITY OF ATLANTIC BEACH 4 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 OFF�' s.. �Y (904) 247-5800 • _:vrF3 , BUILDING DEPARTMENT REVIEW COMMENTS Date: 5.22.2017 Permit#: RESA17-0003 Site Address: 1865 Live Oak Lane, AB Site Address: 6967 Philips Hwy,Jax Review: 1 Phone: 904.737.4652 RE#: Email: team@prattguys.com Homeowner: Kerry Varkonda,673.2433 Applicant: Pratt Guys kvarkonda@gmail.com CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. . 2 affidavits are needed for this permit application. 1. SUNROOM, SCREEN ENCLOSURE, AND/OR SCREEN ROOM AFFIDAVIT. 2. AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING CTURE. 2 Copies each. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 / J R.P v co+r vr. �' 2` 17 m emui e 1 I .4040", `040" CITY OF ATLANTIC BEACH V 800 Seminole Road 4 Atlantic Beach,Florida 32233 `" 'w �f Telephone(904)247-5800 FAX(904)247-5845 ..r ; Sr REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date:07/1 7/17 Received by: Resubmitted: Permit Number: R ESA 17-0003 Original Plans Examiner: Project N e: Var' ft&i deit Project Address: 1 65 L,AR- 0,11c In, A 1-1c"'i('G LY-ect 4.1.,,, F1i 3 2-2-33 Contractor: 8 p (>i-'W i I Contact Name: Oft-e k P, 0-4' Contact l•I- Contact Phone : Nen7 3i- /6 SC - ai � dam►-! & .y- s. rlim Revision/Plan Check/Permit Fee(s)Due: ,5'd. ©p J y Description of Proposed Revision to Existing Permit: E (r.re-ef) rl dosur'P ket, A0+e, , (! , ;ii JUL JUL 172017 r Additional Increase in Building Value: $ Additional 5, ._ - Site Plan Revised: Public W/U Approval: ByAfficy-2 /✓(de/ . - _signing below.I(print name) affirm that the above revision is inclusive of the proposed changes. r7 Si gnatu a of Contractor/Agent(Cont(Contractor must sign if increase in valuation) Date r� Office Use Only Date: (• o? Y•/) Approved: Rejected: Notified by: Plan Review Comments: cCodi6ac7 k- P# c/ ( f oh copy g PRy - ent review required Yes, No Buildin• �i arming&Zonings _Tree Administrator Plans Examiner Public Works Public Utilities .a y•1 7 Public Safety Fire ServicesDate Created 4/13/16 Rev.) L-V- ri Ji_, CITY OF ATLANTIC BEACH 800 Seminole Road _ J Atlantic Beach, Florida 32233 IVB? Telephone(904)247-5800 / FAX(904)247-5845 �JFtl�r REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: I/ � Received by: Resubmitted: Permit Number: IR _ t/rre 3 Original Plans Examiner: Project Name: tl dir,kc d, kern' Project Address: ( Q 65 L;Vt, Oah (in. lan Pit' Or, 1, FL. 3 223 3 Contractor: R-eev 0 a,-, I I Contact Name: fl4I,"•. Nr e IQ 1 Contact Phone : • Contact e-mail: had-/ „ 01.,..„4,6,4/5. Revision/Plan Check/Permit Fee (s) Due: $ SO, 0 o' Description of Proposed Revision to Existing Permit: Stec d//yre/r p.f,e7 6 2017 Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I (print name) /Va? r n -ede/ affirm that the above revision is inclusive of the proposed changes. l 7 Signature of Contractor/Agent (Contractor must sign if increase in valuation) Date / Office Use Only Date: / 7 Approved: X _ Rejected: N/A to Dept: Plan Review Comments: LL Cal Cep a w TO pi (lc rJ b copy if pry -p-e. Department review required Yes No - ,�nnn�ing &Zonin) tTree Administrator Plans Examiner lc ors 7r! 7 lc lll5} V Public Safety Date Created 5/13/17 Rev.4 Fire Services r �i City of Atlantic Beach / APPLICATION NUMBER e, ? e .s, Building Department (To be assigned by the Building Department.) 4 , 800 Seminole Road _h K3 Atlantic Beach, Florida 32233-5445 C S C(x)3 Phone(904)247-5826 • Fax(904)247-5845 r"� 01119' L ' E-mail: building-dept@coab.us Date routed: SI Dei 111- City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �Q � �.1‘) G L..(1 Department review required Yes No Build' Applicant: C S a kk C 1.,l, /arming Zonin Tree Administrator Project: -SU WI Lek 0,6s Ll(•_`{- ok-k---&AN( ublic orks 'M-Y) Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. (Circle one.) Comments: e. v I �(j,�y,$ fi �/C �� BUILDING .12 i �( ks PLANNING &ZONING Reviewed by: //� Date�jh// TREE ADMIN. Second Review: 'Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I jApproved as revised. ❑Denied. Comments: I Reviewed by: Date: Revised 07/27/10 .'S i:''/ri, Is CITY OF ATLANTIC BEACH -/ \ 800 Seminole Road Atlantic Beach, Florida 32233 :-. '``' ' .r) Telephone 904 247-5800 J j \y,_,..„ `� FAX(904)247-5845 ''.-117-1-0.;119'," REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date:07/1 7/1 7 Received by: Resubmitted: Permit Number: RESA 17-0003 Original Plans Examiner: Project N e: liar f oii dmL;v Project Address: I2 65 t Ot' k In. Ai-1..114, ListGi.,� Fin 3Z2-33 Contractor: Q1., alp l) Contact Name: be,' u.'e k Pr, - Contact Phone : !/i 7 31- 96 S I Contact e-mail: fedi O '4y.,,y s, r Pm Revision/Plan Check/Permit Fee(s) Due: $ Description of Proposed Revision to Existing Permit: /� E Irk I loitst'i 4Crt'en ri_f I >OS e Ao e r, JUL 1 7 2017 Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I (print �/name) /I'°t#CV'3 7/4/ e/ affirm that the above revision is inclusive of the proposed changes. 7/ 1-2 / 1-2 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date office Ilse Only i Date: Approved: Rejected: Notified by:�.____..___ . Plan Review Comments: ent review required Yes No Buildin anning&Zoning Plans Examiner Tree Administrator Public Works 7- -)__Li - i 7 Public Utilities — f Public Safety Fire Services Date Crated � +nvte Rev -5 LANY- CITY OF ATLANTIC BEACH J "ss�` 800 Seminole Road Atlantic Beach,Florida 32233 U ----f" Telephone(904)247-5800 ti FAX(904)247-5845 ��1(1c-Yr REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 17 I I r7 Received by: Resubmitted: Permit Number: RESiAt _ 3 Original;Plans Examiner: Project Name: licttrk©i k p rr' Project Address: ( 2 65 L/u�i da jc (,n '� F. I.tn 14 '2 4, pt. 3 2L 33 J Contractor: B.,e,,,, o giv-nA i Contact Name: At.4./,"„ y,'e lei Contact Phone : Contact e-mail: hat MA" 0P Revision/Plan Check/Permit Fee(s) Due: $ 019,,4'4,4)/5. �u'N' Description of Proposed Revision to Existing Permit: Spec/A 0'5 d- ti,N,tns��,�$ \ ( ••, r , I 2017 ' ,: Additional Increase in Building Value: $ Additional S.F. ; . Site Plan Revised: Public W/U Approval: By signing below.I(print name) /VA Mot y//.Q de I affirm that the above revision is inclusive of the proposed changes. //7 Signature of Contractor/Ageht(Contractor must sign if increase in valuation Dateg/ Office Use Only Date: Approved: t,/ Rejected: N/A to Dept: Plan Review Comments: • De artment review required Yes No uildinZ` - nning &Zoning Tree Administrator Plans Examiner „SPU is ors ..7 lcli - ( ---7 Public Safety Fire Services Date Created 5/13/17 Rev 4 01.m-ft, City of Atlantic Beach APPLICATION NUMBER J Building Department ' " . ria+ (To be assigned by the Building Department.) �1y .' 800 Seminole Road << 2, Atlantic Beach, Florida 32233-5445 (.--S (-t —�; Phone(904)247-5826 - Fax(904)247-5$4 MAY 1 5 2017 �� ��o;; �% E-mail: building-dept@coab.us f j Date routed: Ds- IociI11- City web-site: http://www.coab.us BY: APPLICATION REVIEW AND TRACKING FORM Property Address: t c6(.0 S tt j j. D(41(- 14-0 Department review required Yes No Build' Applicant: a kk l,L nni g Zonin Tree A minis rator Project: SLS(tto Le Q,n L SDS t.t cQ_4- D J.4Lb ( K—blic rk�) �� blic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By_ Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: QApproved. fenied. (Circle one.) Comments: J i 41'ft a�I'(" /_,4�� oL. BUILDING •'r�/ ,) (� '� PLANNING &ZONING r Reviewed byssZet4Z2Atie72._ Date: /1.:111.1-/q TREE ADMIN. Second Review: [Approved as revised. ['Denied. PUBLIC WORKS Comments: J/, ah(4G4InArt (� PUBLIC UTILITIES w �J v� n PUBLIC SAFETY Reviewed b : /`/� 1%.21 /9 r ri, -: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 s flEGEIVEflTY OF ATLANTIC BEACH J r� '' s1 800 Seminole Road - , AUG 0 32017 Atlantic Beach,Florida 32233 J � Telephone(904)247-5800 BY FAX(904)247-5845 • REVISION REQUEST SHEET OR > CORRECTIONS TO REVIEW COMMENT Date: Q7 i/ (- 2 Received by: Resubmitted: Permit Number: RESi__ _Lz. c2cx>3 Original Plans Examiner: Project Name: Uutirk©,td., Ice r�^� Project Address: f Z 45 Lr'vci OQ�c l.•-,. ,!�'F i v) i-t o Dry,i, r=t. 3 2:2-3 3 J Contractor: B_e-,,4 t7 a.,,.t,(f Contact Name: /14,4,x,,. IF? l e l Contact Phone : / Contact e-mail: heti-4,A,, 0 Revision/Plan Check/Permit Fee(s) Due: $ P ��Sy . •�' Description of Proposed Revision to Existing Permit: spec,, :G 05 Di- d/Alt-vP' ..76 :� z \ �; ..4. _ ITOMAT. -- a c. . , Um. ° 2017 ' Additional Increase in Building Value: $ .Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name) Nu?- el h /U/2 de affirm that the above revision is inclusive of the proposed changes. g/1 / /7 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date o Office Use Only Date: / J X1- 7 Approved: Rejected: N/A to Dept: Plan Review Comments: Deartment review required Yes No uilding :,- 4 ,, - - — _ nning &Zonings : - ' Tree Administrator Plans Examiner lc orks 7 lc ifl1r s 47/90 /7 _ Public Safety • Fire Services Date Created 5/13/17 Rev.4 r5LAT:f City of Atlantic Beach APPLICATION NUMBER Sa Building Department 'EG E 1 V :.,. (To be assigned by the Building Department.) 800 Seminole Road 3 Atlantic Beach, Florida 32233-5445 MAY 15 2017 t a' `— -6 S ' ` I —C�3 Phone(904)247-5826 • Fax(904)247 845 247. 845ill ] ` 0;;,�r E-mail: building-dept@coab.us ii Date routed: Cj,-S- I ( In•- City web-site: http://www.coab.us - APPLICATION REVIEW AND TRACKING FORM I Property Address: 1 c6(_Q S L 0 04-101/4-n Department review required Yes No 1Build's: Applicant: •0 CA 0-_--1t.1$ '`anning : Zonin., Tree A.minis rator Project: SC-r LtAl.d e A L kS ii cL 4- okt#-t l 4'ublic i orks ham,, .�• 'I" r) Public Safety Fire Services r Review fee $ Dept Signature w1 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By _ Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: .i APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. 11 (Circle one.) Comments: BUILDING I1 PLANNING &ZONING Reviewed by: W Date: / 1 t 7 TREE ADMIN. Second Review: ['Approved as revised. ['Denied. P &/1C WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 I 1 CITY OF ATLANTIC BEACH J �I ti 800 Seminole Road - '9- a-:; d,,, Z '. Atlantic Beach, Florida 32233 J r Telephone(904)247-5800 AUG 0 3 2017 FAX(904)247-5845 REVISI 1`F-SfIEET OR CORRECTIONS TO REVIEW COMMENT Date: Q/ I I t-7 Received by? Resubmitted: Permit Number: R : _ • 1►i 1 Original Plans Examiner: Pro'ect Name: V o1 � pr-r Project Address: ( rt 4 S L;u� Oct It &.-1. i j-/ 1-I Drat,4j P1-. 3 2.2-33 J Contractor: Q r,,,, 0"-.nx l Contact Name: fl.,L/,„,. N,.elei Contact Phone : / Contact e-mail: het/-/,a„ EI R,, 1-,,,� 5 e,„., Revision/Plan Check/Permit Fee (s) Due: $ / Description of Proposed Revision to Existing Permit: SteC,r'.�:G 5 tit- /I/(Alta, i'4,7 6 -� , n� ) ; 2017 .:r►«. Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: f I By signing below..1(print name) A�-�h / /.�at- I affirm that the above revision is inclusive of the proposed changes. g// / /7 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: Rejected: N/A to Dept: `' Plan Review Comments: De 4 artment review re i uired Yes No K,r, ^- G )/-1 %_,\ n uilding __' ning &Zonin• _- Tree Administrator _- P1 ns Examiner ••• lc !Tor s - AMINO 71 tf r 2 Public Safety o 3-w _- Fire Services _- Date Created 5/13/17 Rev 4 � Building Permit Application a l 61i U 6c I\ r4toCity of Atlantic Beach Ir OFFICE COP900 Seminole Road, Atlantic Beach, FL 32233 .3 - 4 2011 ort'r Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address:1865 LIVE OAK LN Atlantic Beach FL 32233 Permit Number: C-&-SA < (7O0 Legal Description 37-29 09-2S-29E SELVA MARINA UNIT 12-C REPLAT LOT 4 RE# 15983-01763 Valuation of Work(Replacement Cost)$ 15Oec Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • 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 Describe in detail the type of work to be performed:- g.R owt-door- K'J+C-I e 4) Florida Product Approval# for multiple products use product approval form Property Owner Information Name: Kerry Varkonda Address: 1865 LIVE OAK LN _ City Atlantic Beach State FL Zip 32233 —Phone (904) 673-2433 E-Mail kvarkonda@amail.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Pratt Guys Qualifying Agent: Barry Darnel! Address 6967 Philips Hwy City Jacksonville State FL Zip 32216 Office Phone 904-737-4652 Job Site/Contact Number 904-535- State /C D Certification/Registration# CBC056685 E-Mail team@prattquys.com Architect Name&Phone# Engineer's Name&Phone# Workers Compensation kW 3 +�Ar+sE _ Exempt/Insurer/Lease Employees/Expiration Date GV�� 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 stand . �j t_h ws re��latiion construction in this jurisdiction. I understand that a separate permit must be secured for ELECTR�,4 l• , u ��i�5!94ft11'�3!'1 WELLS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. City of Atlantic Beach, FL 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 YO R NO,;/ OF COMMENCEMENT. 411 f 41na - of Owner or Agent including Contractor) (Signature of Contractor) Signed a• sw• n to(or affirmed)before me thisZL4 da of Signed and sworn to(or affirmed) before me this,z;•_day of (14 rGL., 7 C>t7 , by Q' VG INILI�-I , , by f3c./r?/ Dar.(( /(Signature o Notary) ignature of Notary) V.,"::"-, JONATHAN CRENSHAW ;. ;,, ? Commission XFF 981370 - My Commission Expires "w:': � JONATHAN CRENSHAW [ J Personally Known OR '+;'. r February lfirliteStaally nown OR I =•' •Alls Commission I FF 981370 se-Produced Identification ) \«�n.entification . �� � . My Commission Expires Type of Identification: Type of Identification: ".;t,a:; February 16 2020 a Doc # 2017103469, OR BK 17969 Page 1701, Number Pages: 1 , Recorded 05/03/2017 at 03:34 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Per -/ 1! / 7 - 0003 OFFICE COPY NOTICE OF COMMENCEMENT State of Tax Folio No. County offer To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved:37.129___23_09- -29E SELVA MARINA UNIT 12-C REPLAT LOT 4 Address of property being improved: 1865 LIVE QAK LN Atlantic Beach FL 32233 General description of improvements: 5c-etc r\ n(Jo c;U,r C•r C•‘14-i)61- owner: 4-r)6f-owner: Varkonda, Kerry Address: 1865 LIVE QAK LN Atlantic Beach FL 32233 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor. Barry Darnell Address: 6967 Philips Hwy. Jacksonville, FL 32216 Telephone No.: 904 737 4652 Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name:_ Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: 4 Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER / Signed: , Date: 37S/7 Before me this day of in the ounty of Duval,State Of Florida,has person.r y appeared f tLr A Notary Public at Large,State of Florida,Counfy of Duval. My commission expires: Personally Known: or Produced Identification: j.."•'�„ JONATHAN CRENSHAW Commission*FP 941370 My Commission Eapirss February 16, 2020 1 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 3 I 15 ( i i Application#: -Pt Sly 1') * 6 0 0 Project Address: I (6 65 L i V O Ak Lu CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select All concrete driveway aprons must be 5" thick,4000 psi,with fibermesh from edge of pavement Driveway to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0 Apron (Commercial driveways—6"thick). Full erosion control measures must be installed and approved prior to beginning any earth Erosion disturbing activities. Contact the Inspection Line (247-5814)to request an inspection from Public Control Works for Erosion and Sediment Control Inspection prior to start of construction. Onsite All runoff must remain on-site during construction. Runoff Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow Survey must run to street. Pool Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage 0 Wellpoint feature (swale, structure or lagoon). A separate Pool Permit is required. Roll off Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling, Container Shapell's, Inc.). Container cannot be placed on City right-of-way. ROW 11/ Restoration Full right-of-way restoration, including sod, is required. Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 0 Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. 1 Document Strongly suggest thorough documentation of impervious areas be recorded. 0 Impervious Slab Slab and driveway to be fully removed. 0 Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway Circular Maximum circular driveway width within the City right-of-way is 12'. 0 Driveway Grass Full site to be grassed. 0 TOPO Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. l� Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing must be removed from job site by Contractor. 0 Removed Decking All old decking must be removed from job site by Contractor. 0 Removed I06t.t'i-ficee 4A 4tAtz. 4;1_hf4_ __§2Ls________ A-42 go 11 1 .4= '1"Icc �� /hum 2/..rx 4;o4 = fYd' .V-2- XI X2f z 4 ii.J Ai s 1 IC. /.1,,tv . _ iy x 1,4 ' f.z. -�== -- /y K 6. 6 11 f.z. 2/172. 0-iik ft g ic, le roo oiltviei 447,i/4-ric c- 4 47 c,.��cdlcw4 /0 x r 99 4 sof ki 4 (4MofiA/(h 12. hr 06 t6 x(* -- : l6p YJlf 7, mad .,zz 6 e V y�P� ,xX Izo,- 2 � 63.r If he to �-_Aro ictiqv,4.01 i„ / jt4,41bed-‘, 33_44 44 Lir- ___ Je K orti_.r 6�i____ 1-0121-11 -ilf rzo,f SCIS- 416 PUBLIC WORKS PLAN REVIEW COMMENTS Date: �/ �/ Application#: 101/1 IV"7O®J Project Address: /41f4t. 4ir �� 101 , 14e CORRECTION ITEMS Check Box to Select CSMP 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. ^/ DPLN Provide drainage plans showing site topography(flow arrows, etc.). lK ESCP Provide erosion and sediment control plans with installation details. IMPS Provide impervious surface calculations for entire lot(existing and post construction). ❑ Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off LDCS if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention R/ required per Section 24-66(b). REPM A Revocable Encroachment Permit must be obtained. ❑ RMRO All runoff must remain on-site. Cannot raise lot elevation. 0 RWPM A Right-of-Way Permit must be obtained. 0 TSUR Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land ❑ Surveyor, showing 1' contours. CUT Provide manufacturer's cut sheets for 50%credit on pervious pavers. 0 DW Maximum driveway width within the City right-of-way is 20' (circular driveway width is 12' maximum). 0 PAV Provide paver installation method (must meet I.C.P.I.). ❑ WRA Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. WR Provide detailed plans showing proposed water retention. 0 SID Concrete sidewalk must continue through driveway. 0 50 Documentation shows impervious areas are over the 50%allowed by City code. 0 i hebt :(te ethi4,44 Ali_cif M.- az-7 __lea* go_ g qt, f_ 9tt0 -iiL ____Av.4,24Nri( itor 7 -. feYkr #A_______—x 1 x .z F eve/Ay ii; –t 6 *IX i./..tv = 31).. 1 Pi R. 1.4 l'e F.2 ---- — iy K 6. 41 to 94 2/62. , 1 k-- I it g /t9 ri AO osY.w�1/4y.i-.�l..rk ,r' r 17i '. e/444a! , /o K r 99 ! sof ezy (4'doflI(I(J' 4 x .7-- IL AC 1 IC 5 t 9 I-17 46 ___ foxe e lit Yknf Ari,r� .2z X z.o, 6 � i'.� 1 re.e7, _.. 015 JC 49 -612, ` .32 163.E 41)1949/.4 ch / / "ity401. , __ 33 se G.i6 L .ZII ,.y K ezo..r 61; yfyp A? k Il 42. 97 /Y-1- --Igo- prod/ ° fr#' Comp. By: SRW �► k-) Date: 5/26/2017 Public Works Department City of Atlantic Beach Permit No: POOL Address: 1865 Liveoak Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V= Volume of Runoff C= Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 9,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,185 9,000 1.00 0.35 Pervious 5,815 9,000 0.20 0.13 Runoff Coefficient(C)= 0.48 Runoff Volume V= 0.48 x 9,000 x 9.3 / 12 V= 3,370 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 9,000 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 4,255 9,000 1.00 0.47 %ISA = 47.3% Pervious 4,745 9,000 0.20 0.11 Runoff Coefficient(C) = 0.58 Runoff Volume V= 0.58 x 9,000 x 9.3 / 12 V= 4,033 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 4,033 - 3,370 DV= 663 ft3 1111 Retention Live Oak 1865 5/26/2017 I ,3 tt, Comp. By: SRW �► r� Date: 5/26/2017 ;.:1-011.19%- Public vJ;119%- Public Works Department City of Atlantic Beach Permit No: POOL Address: 1865 Liveoak Provided Storaqe: Elevation Area Storage (ft) (ft) (ft3) ? 9.5 234 0 BOTTOM 18 X 13 10.0 300 134 TOB 20 X 15 Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ftZ) (ft) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 300.0 d= depth to ESHWT= 6.5 pf= pore factor= 0.3 Inground Storage= 585.0 ft3 Required Treatment Volume= 663 ft3 Supplied Treatment Volume= 719 ft3 I I I Retention Live Oak 1865 5/26/2017 OFFICE COPY AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE TO: Building Inspection Division,City of Jacksonville,214 North Hogan Street Home Owner: Kerry Varkonda Name 1865 Live Oak Ln .Street Address Atlantic Beach, FL 32233 City. State and Zip Code Contractor: Barry Darnell Permit Number BIZESA 17 —OOO 3 As.the Contractor for the proposed-new structure locaated.,at the above address,,I.have personally viewed with the above named home ownerthose portions of the existing structure on which portions of the proposed new structure are to be attached for structural support.I am confident that the drawings and details included with this permit application depict the existing conditions of the host structure,and the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration The home owner has been advised by me that,in my best judgment based on experience and knowledge of structural adequacy,the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration and will support all structural loads and forces imposed on them. By siguingbelow,I hereby declare that 1.will hold the Ci:ty.of Jacksonville:harmless and release it from any responsibility and liability for any adverse consequences or failures resulting from this work,and further that I will not initiate,execute or enjoin any legal action against the City of Jacksonville for such consequences or failures. A copy of this document will be recorded as an official record with the Building Inspection Division permit history so that any and all future buyers/owners of this property may be made aware of the status of work performed on this structure.. 418111 Signed Date/ 22/ 1 7 Before me this ?y day of May In the County of Duval,State of Florida,has personally appeared fi~ herein by hirnself/herself and Affirms ail statements and declarations herein are true and accurate. Notary Public at Large, a of — ,County of .✓4. Personally Known 'x or Produced Identification• ID Type____ .".''t%a"�v JONATHAN CRENSHAW Be �k i' Commission#FF 961370 My Commission Expires oe February 16, 2020 OFFICE COPY HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence. The table below,Sunroom and Screen Enclosure Requirements provides a brief description of the various sunroom category requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. The property owner is hereby notified that should they make changes to the sunroom which could include,but not be limited to,addition of any form of temperature control system or removal of the doors/windows separating the sunroom from the host structure,the room may become non-compliant with the requirements as mandated by the Florida Building Code,the Florida Model Energy Code and state Statutes. The Florida Building Code-Residential defines the following Sunroom Categories: Category I:A thermally isolated sunroom with walls that are either open or enclosed with insect screening or 0.5 mm(20 mil) maximum thickness plastic film.The space is defined as a nonhabitable, nonconditipned sunroom. Note: A Screen Enclosure by the FBC-R definition can only meet Category I. Category II:A thermally isolated sunroom with enclosed walls.The openings are permitted to be enclosed with translucent or transparent plastic or glass.The space is defined as a nonhabitable, nonconditioned spnroom. Category Ill:A thermally isolated sunroom with enclosed walls.The openings are permitted to be enclosed with translucent or transparent plastic or glass.The sunroom fenestration complies with additional requirements for air infiltration resistance and water penetration resistance.The space is defined as a nonhabitable, nonconditioned sunroom. Category IV:A thermally isolated sunroom with enclosed walls.The sunroom is designed to be heated and/or cooled by a separate temperature control or system and is thermally isolated from the primary structure.Thei sunroom fenestration complies with additional requirements for air infiltration resistance,water penetration resistance,and thermal performance.The space is defined es a nonhabitable and conditioned sunroom. Category V:A sunroom with enclosed walls.The sunroom is designed to be heated and/or cooled and is open to the main structure. The sunroom fenestration complies with additional requirements for air infiltration resistance,water penetration resistance,and thermal performance.The space is defined as a habitable and conditioned sunroom. OWNER 1 I have read this complete form and understand I arc receiving a Category I Sunroom.(I-V) Printed Name Kerry Varkon. . // T ___Address 1865 Live Oak ane Atlantic Beach_, FL 32233 Signed: Altit All.. /f', D.te: A. / 9 l ( 2 Before me thi S i I _day of atgat in the County of Duval,State., Florida,has personally appeared _ (%tom_ __T ___—_ — r,,.-.,i„_,I,r,i rtrEr,....:ol£.,..,{..1}:�.,�..,, statements d declarations herein are true and accurate. __ .�`�:*. J o NATHAN C R E NS HAW ?`'; ;,, ommissi a FF 961370 4.----- '= Notary Public at Large,State of �{/ ,County of 11_141‘,..L__ My Corn i sion Expires Personally Known D or Produced Identification IN. , . M1°o`O FQbrua y 16L,)9.20 ID Type — ''._ 4 Sunroom and Screen Enclosure Requirements . Category I II ' Ili I V Habitable Space No No No NO Yes _Foundation Walls<200pif can Walls<200plf can j Walls<200plf can have Walls<200plf can have Walls<200plf can have have 12"Wx12"D ftg have 12"Wx12"t)ftg j 12'Wx12"D ftg or 3-1/2" 12"Wx12"D ftg 12"Wx12"D ftg or 3-1/2"slab if no or 3-1/2"slab if no slab if no concentrated concentrated load concentrated load load>750lb >750lb >750Ib Existing exterior Relocate to exterior if Relocate to exterior Relocate to exterior if ' Relocate to exterior if l Relocate to exterior if GFI Breaker enclosed if enclosed enclosed enclosed enclosed Exit Lighting Not Required Required Required Required Required Interior Electric Not Required Not Required Not Required Required Required .— Outlets _ Emergency Egress from exist. Egress and Exit Egress and Exit must t'Egress and Exit must Egress and Exit must Escape Openings structure allowed if must meet code. meet code. .meat code. meet code. open to atmosphere and has screen door leading away from residence. Misc.Window Walls are open or Walls are enclosed Walls are enclosed 1 Fenestrat'on must Fenestration must and Door enclosed with with translucent or with translucent or corn I•with air comply with air Requirements screen or maximum transparent plastic transparent plastic or infiltration resistance infiltration resistance, 5mm thick plastic or glass. Windows glass. Air infiltration .ter.enetration water penetration film. Host structure must be resistance and water .sistance,thermal resistance,thermal windows/doors shall removable. Host penetration •erformance and performance and not be removed. structure requirements apply, -tructural desi.n structural design windows/doors shall Plastic windows must ,r-ssure pressure requirements. not be removed. be removable.Host e.uirements.Host Host structure windows& structure windows and -tructure windows& doors may be removed. doors shall not be .00rs shall not be _j — _ removed. emoved. Energy Sheets 1 Not Required Not Required Not Required Required MAP SHOWING BOUNDARY SURVFY OE__ LOT 4. SCLVA MARtNA UNIT. No. 12-C R PLAT, AS RECORDE SQ FT % PAGE 29. OF 11-IE CURRENT PUBLIC R CORDS OF DUVAL CERTIF.E.G TO. LOT SIZE 9083KERRY VARKONDA & SUZANNE VARKONL TRUSTLINE MORTGAGE PONTE VFD A TITLE, LLC EXISTING --Cq1?-- CHICAGO TITLE IN URANCC COMPANY BUILDINGS 2258 2596 EXISTING 927 io% IMPERVIOUS j PROPOSED 1070 12% IMPERVIOUS LIVE OAK LANE TOTAL 4255 47% (6d RICA.Or MAY) _-.--- -- ---- --- 1 IN1 0074'53" W 90.00 (PLAT) STRUCTURE SCREEN N 009'55" W 89.97' (MEASURED) ENCLOSURE '1 -- — ♦ _ _ _. . . ROOF SLOPED C &ST=m • r �� 7 .ii• -I.- i. .T- .I. +* 1_.�I�� MATERIAL ALUMINUM COMML RI 1$-z., :. .J'1 I ------- -- -- �' . r COLOR BRONZE AMP * �_ o • b e• e- `COr£REO t" 7s 3- tn ! ENTRY, Y �� AREA 1495 SQ.FT. I^ Q - a tL.i P Ito' +coIkREO, --- _ 6 . AREA 1 _-LZ_-- • cN 12'-2" ;-- STRUCTURE POOL 70 s' ^off _-r-1-4-28Q O) I • • STORY 0 AREA 142 SQ Fr- ----- RAMS A/c • t-O T 3 °T Outdoor Kitchen P•.TED #1 P.65 "' /L"'T i -- 1:. PERIMETER 48 FT. :C: i w J ' �°'12'-2r o STRUCTURE cOUTDOOR • r) '-30" in o) Screen Enclosure NEW co u) Pool TYPE CONSTRUCTION VI t 'I. Freestanding Hot Tub MATERIAL TREMRON '-10' c . LO . STONEGATE .. — R 4 I c .0.� � —Pool Equipment AREA 42 SQ.Ff. In Na . ., ln 2 ' ., os• ! "COo i — • —..------'---. Screen Enclosure will serve as barrier.It will ' S 001 '441�" -.L -- '.,O(KJ O�� .-t A T) R4101.17.1.1 through R4101.17.1.14. 90.06' (MEASURED) comply with Florida Building Code Sections S C 5T ' — I SECNON g.TQTRGHP 7 SWM RANQ E,Q.: All doors and windows providing direct access ***SETBACKS ARE MEASURED TO WATERS EDGE*** from the home to the pool will be equipped with alarms. *** SETBACKS ARE MEASURED TO WALLS*** LEGEND: { 1 i i - .. J ,1 —11:7.-----11 Access gates will be self closing and will comply O -?E' irr ice.. Pc - PON1 Or amARlpr i with the requirements of Sections R4101.17.1.1 STAAMYD P-,•0461• PI - POINT(5I'$ LY ''t through R4101.17.1.7 and will be equipped with a • -rWNO I/i PON 1'PC i NO rctktilCARON aim - PONT OF WARY self latchingdevice located on the pool side of otatrSI OTNrRwME MOTTO) CURVATURE AUG 1 2017 •-1',4'CONCRER MOIRMENT PCC - PONT Or CppCAN:, the gate.Where the device release is located no A/C . AR CORR RORER O _CURVATURE less than 54 inches from the bottom of the gate. coackozj i - REVISIONS l Ray Thompson<: _ SURVEYING. tTl :IAT1 I)E:SCRIP-40N IGo+rxT T01(DIS FAIVCF for l c 1 ibl3Ini s1-6911v.a} :>l ,r.:11, PONTE �/EDR TITLE L.L.C. _______\:, ` JaC scx+vA►.Fivnda,,v O7 1aI JOB # 21118 DATE OF FiL_i_i: SukVEY• 5-Zli--2012 SCALE: 1 - 20' NOTES; CERTIFICATE I. 1' BEARINGS ARE RASED ON THE __PIAT_ T'EARNaX: D< --N_82-.K.QZ•E- - I IRT CERI,Y TMA, T/ a�, 'MAO Noe It UY RETP}t51UE CHARD! ALONG nit NOR'NMI'DOIAr)ARY UM OF SUSACT PA7f.EL AND MEETS THE AE?++Vt'W Al. NAND +1 +`.-T FORTH BY TME RC�DA WARD Or PROF." :'':f iCaj,��4Ar-. ",.PIER 61W-6.FLORIDA 7: BY GRAPHIC PLOTTING.ONLY THE CAPTIONED LANDS LE Warm FLOOD ZONE A11tW TRAlvr C +•+T 10 SF-.c now 4,, 0 'Y'HIA STA TIM'S ___ - X AS SNONN ON THE NATIONAL EL000 INSURANCE MAP. 0A o APR. 17. 1967. C0AIALJIITY NLAABER. Mors PANEL DC101-it . 3: THIS SURVEY REFLECTS ALL EASEMENTS & RICHT DF WAY AS PER RECOPIED PLAT .k/OR TITLE COAMAi.ET4T S SUPPUED. UNLESS OATERTIASE STATED. NC -_.-.i W .- •� OER RILE VERIFICATION HAS BEEN PERFORUED BY THE UNDERSIGNED. _._ -anima.MOW 1 4. TNS SURVEY 15 NOT VALID RLTFIOUT AN AI,TNENTICATED ELECTRONIC 9GNATL+A` REGISTERED "'-'J) tw-� VAP ' . .'•..r ',TATE OE FLORIDA AND AUTHENTICATED ELECTRONIC SEAL LIC.`F "w..• 7469 LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS MA IJ SHOWING BOUNDARY SURVEY OF LOT 4. 57.1..VA VAIA 17'!T N.). 12-C REP!.V. AS RI:CORDED tN PLAT !..3(.`,.'..".",!' .37. PAGE 29. 01 THC CURRENT PUBLIC RECO OS OF OUVAL COUNTY. fLORIOA CRliii:tc.0 O. Ir;LiMI VAI:54,0'.,:t.)A 6: 12,....:, il.NNL k•fA0t.2.;'• TRUSTLINE MO WAGE PONTE VCORA TITLE:, LLC t,.:01, • `....1VE 0 dt.,.(". L. (so'wow OF WA'!) St?.PT. % N 0024'53 W 90.00' (PLAT) 1 r0019'55" W 89.97' (MEASURED) LOT SIZE I 9083 lc .-_. mempoottmism a. I ; .1...IIIIIIam mo imilliltt I elSIIWIIIIII 1 I EXISTING 22 581 •25% BUILDINGS I -- EXISTING )US 927 ,10% IMPERVI um NM I MIMI OM 1111sirpli I .___.. I IMO -.-----.---. .-r:_.-x....r Mt M:eir---- I PROPOSED 1 ta.t 1.070 12% .4.. ,y. 1IMPERVIOUS -7_7— cow.lto .. : )'um: , .., ...., . „.......„ I - < . .- TOTAL i 4255 4796 _---- "- la • ,,‘..:' __t ••%,40virti:0 I 1 ......, I SOUTDOOR TRUCTURE • :._ ,. KITCHEN - cb I • SIORs.' -'.-.... , l'• AMC i• rs A/C TYPE i NEW 0 r-, LOT 3 5'-o," P 4.TED //1865 `4 C./"IT CONSTRUCTION I ;.,-. in 1TREMRON II :--. • 1:75en I-1 Outdoor ICtch ' bi' ---'..' - MATERIAL STONEGATE ! ,.. - o I AREA !42 SQ.FT. v. •• t • • • .1 1 :•,...-- • I . (,, o) - _ \__.. i STRUCTURE 1SCREEN UI to ; , 2%i'. ' I ENCLOSURE ,Screen Enclosure 1 . ; ! , ; ! ROOF SLOPED I OT $ • • . • i ------- . Pool Equipment MATERIAL 1ALUMINUM I r. . I C . i , I olio . . , -. ;BRONZE - ... ..ri, S 001 '4=0" . 90.06' (MEASURED) • s ou• ''7,1 c 90 00' (PLAT) --c-. AREA ;1070 SQ.FT. i SECTION 9, TOAT1S9P 2 SOUTH. RANGE 29 r....../ ***SETBACKS ARE MEASURED TO WAUS*** ; DENIED , , .,.•. LEGEND: _____....... O - se/ kit ticomt Pc - PC017 es cAswmuRE P( 17c q ,t4,/_ s,.....,...,., /-- PI .0 PC041 011 0 ...mum Ti:'Wt.* ...*t: ,,ci letrils0004. ;•,.. - ,Ii›,e, ..-i. tv a.-..... (UNLESS OTKIFIASE 1401ED) et/RV/1/410K . 111.• e.4.COI‘CRE lt YONUVEN7 Pa . POW OC COLII•010:0 V---7' _ WavATLAC 4° /( 1/04.41 r-j"'' ---a ly . . IREVISIONS ,--f— •. • -1-7'1 I-day y "1-11onap .;on L• - . .... ,7"---... , SURVEYING. to,.- !A.; ' sr .ik ! ' -1 fc7Ji","7-0—,...-7.7i-s-Tr.:(.7:7717:-..7: L.L.C. Ea Ilk' '.--1 `—.4„L,i.44,,-..ri,..,. • ,.. ..---' PONTE VEDR. TITLE, L I Lir i li in. !_ _1 -,--, .,...,....„.4,.. ..: ..-..- ,...- .-.- -.... r i! -- -I ,, .:„i,.. ...{....,4.,,,..,,..,... , ' ' 1 , • Joc, i 2.11 i Ei . 1 &A 1 1: A 1-jt,,() :.:1.)1,.Vi_ r 6-2u-,',.....,,i Z 1. SCALE. :.• •-• 2(1 C7P.TiF1CA r `;.. NOTES: t• I.4:,0441IiC,. A.c.r ;;:.--.•;;; •:-A: •for.. 1L.•.r a:....N.Rttic •.,- -. 7.1..F.!.`.'..':: 1-.•:__. i 1-".:',.. ....:'0',.I' ps.A 1 7..-- ' .11'01a, .,•-•-•',U.'t,''''.'P.,4'..1.1.i.. CI4ARG 2BY GRAPHIC tLOTONG Y THE CAPTIONED , AhEr Mit.F.i In-/. 1,1;iiiwt)s .IfTri-,. ":•:;..1..4i; - .:,...",I.(9oti 01 .:It tLQ9DA ALONG THE NORTHERLY DODNO4IS;Litii of- WHJEcT pAKEL POMO . o0174. OF FROITS5..1... t. int t0.44 LIAPP:41 CHAPTER 61017-15, RORK:A : ONI. LANDS Lk VATHIN FLOOD ZONL AfAtiviS7..A7itS. ;.;) ' . AS SHOWN 01,:. 1.4e. I,14110NAL FL(0) INS1,410.11:T.; hat.. —.___—_Y -_._— AY DATI:0 -.7. -um, wit ( moat:IF:4- iNt-,7.t, P.a.w.,.. .X121-1-1. / ' 01 3: THIS SURVEY REFLECIS ALL EASEMLNIS Cc HIGH( Of WAY AS PO RECONLILD ' 0 • ....-- PLAT 8e/OR TITLE CCA11.1111./017 IF' SUPPULD. MISS OTHERWISE STATED_ NO _. OTHFR *DOI Ih.ficr,CAT)ON TiAS Ur:Ef, PERFORMED-e.`f lifi L,INERSICAEO. (1,.. 4! Tme.:. SJ '6'+ IS HOl vAt.10 ,i)NCI.]T AN I1/41.11141,4liCP.(ED t.,..i:',::!ItCNK; ..If7.AiA-.t,-. wasieoto sitw..... ,„.... -0 ..±., i::.• '....:4t. LiAT.-:. ,';')F FLOPIOA AND ADTHENTiCATED ELECTRONIC SEA!, ‘.1.7).V,,,..... ' TT''..t.r .! ell^I LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS BOUNDRY SURVEY OF K•PRP,Y VAft.K!Wfl,^ 'u ..›.,.7A.N., 1I R'v 4.1141. %WI:4 i v ..;7_ ., PONT:' ••1C) A 71:__ ..,G `.. ! GRiCAG.O '• - t i i • I � iG.G','" t�'i_,.• STZE 9083 I t: C0'i �' ,v k�EASURE0) LOT 85+.97` ( I �pp'19'Sa" W _ % CONSTRUCTION�E��G �2258 �' -- --— Lx r --•"rdl:"..■ , PARKING CO STLET I BUILDINGS ` ziG 927 10% 1141 Ira: s r-�. IMPERVIOUS ! t _ ,., ,�..T..T'�,<.. PROPOSED 1070 li 12% t La I ". IONMIA AM_3.air �__ e t. --- °_- IMPERV'IOUS ,. =- n -• 4255 n a j co,c..l D , '- TOTAL a v`` •, _.. \ USE POOL � '-PAA! . +.. . 142 Q 1 °' SUNCE Hs.S> • AREA l t.0 t 3_.. ----• _ INCE �, ,,: _. �•> 1 PERIMETER 48 Fr. {; i \,,.., !. it • 0 +'� `, p oal Eq�aipnlent o N6 1 <• - 20'-O" Z ROOF DRAM S TO WATER 1 oa ao - ROOF DR ili r v, t/� 1II . 1r ! RETENTION POD OUTLET ��; a - I RETENTION ! EXISTING CREEK r 0 Ii POND SEE + f • ��� ATTACHED I -4 ( co -4' Screen Enclosure wil-serve as barrier.It will i 1 t with Florida Building Code Sections IEASR�D; comply 1 1 through Rr}1OL17.L14- I 24 53 E 9pL�1G (� 84101.17. . S QA'2r 5� E direct access (All doors and windows pool v be eQPPed with :.,,i.).-....; from the home to the p �.,,r. .. .;> R3'EE > ala ' 'MEASURED TO WATERS** SETBACKS AREENIEASUR�,�WALE* and will comply *** ACKS Access gates will be self closing SETS with the requirements of Sections 84101.17.1.1 101.17.1.7 and will be equipped with a LEGEND:p` I through R4 pool side of . ,��„ p�ay.nkc self latching device located on the o -;u,wc�o Nom,.� P . PaTil a ' "K Y the gate.Where the device release is located gate. • .rNo I VY M"I'"PE PAO - PONT Or��Ira less thaII 541IIChPS from the bottom to the MICIECADON o (�y,(S;oc,�rr,E ratE?} � p�wT 0�' ttlWtx� _ ▪ t'R1 C(71.:77E'iC Wyp)YCNT 1*OC C,v�'►TV+t --•- A/c . Afi roso-ifykP I :.'c. - rr�r. .L 0111111111118 TtTt , L.L.Q. MINIS Orr"- r 4rA!^ Lr, ` • \1 :.s.J...i.-� A �- • v•-•.'... - ua: 6Aro at .++c .�...:- �. PALc1•. Cr y 3EAGRCP Qv.-srf co woos FLOOD 20+vt / ALOE ,1{ "alrAND ONLY 1.14E CAf•OONED LANDS tliEx. w o .n7o.Atiz !1A° /--.. 2: 8Y . ".. OITMI.r AS csov.pc cc tY�t.mAll 7� PANE. ..o1'-+; DATED v '7. T . C•w �y AR' t. O .xA AS Irck 9E::,...t. ^AY�iCh,Vlfs''��1r_ LTL .> ;L^2:;A p R2 c TLU. p MAVEN. kQw;ECaS Ai..:. Er. pU!ED. UNLESS Or+E pcuYEv. i)C{}r rfi0 �'�F. �- :.- A ,IS 2 COyyl,y[N, . .�`F C,i� i.G•3A D L A7U?: w,; o �E Y'"='c_'vAECTI,,Rs$. '.,i AN AUT,-L14,-KA:Io ti_�c?a rr� � + S+i -:.- . ... c ,tz+E a�nO 4•• 'Mi �n'�^' I��T_J' rK:I•{'. xAl tS A>`. As,;,_N A.tc :.__c. CONSTRUCTION SURVEYS LAND SURVEYS �' _ -.nwAmok I MAP SHOWING BOUNDARY SURVFY OF LOT 4. SELVA MARINA UNIT No. 12-C REPLAT. AS RECORDE PAGE 29, OF THE CURRENT PUBLIC RECORDS OF DUVAL SQ.FT. % KERRY VARKONDA CERT& SUZANNE VARKON[LOTSWE 9083 TRUSTLINE MORTGAGE • PON TE VLTITLE. LLC DRA TIT . � •�(`� CHICAGO TITLE INSURANCE COMPANY ENG BUILDINGS$ I{ }APPROVED EXISTING { },DENIED IMPERVIOUS 927 10% 4 NOT APPLICOLE TO DEPT y.,7- (1 PROPOSED IMPERVIOUS 1070 12% LIVE OAK LANE TOTAL 4.255 47% ((W.R1CeI1 OF WAY) N 00'24'53' W 90.00' (PLAT) SCREEN I STRUCTURE ENCLOSURE N 00'19'55' W 89.97' (MEASURED) irrF�.4 II UM an imils wins i ROOF SLOPED ila ilfrt IMI area � - g gar `r "'AK ■"".Wilma mi ia MATERIAL ALUMINUM j' 1 COLOR BRONZE LLA! 2 1? _�. Q F,. EHn Y . i .�,.\ AREA 1495 SQ.FT. '; Q '. 170' .t �, a la F .CCACREo . ,1.EA 1 AaA .4 • '" 12'-2" •' ',.•-,-� STRUCTURE POOL • 0) to i . o�V •0) . • STORY AREA 142 SQ FT. or) Outdoor Kitchen RAME �. ASC . LOT 3 f".TEO p1 e.65 LA- '•,G Mit i Q. 1. t� 1 ��0 PERIMETER 48 Fr. ! i eAl 3 t 12'-2" I 9 f,• Y,°• STRUCTURE OUTDOOR . - KITCHEN ' ;7 S-10" K Screen Enclosure NEW 6'co • Pool TYPE CONSTRUCTION to co .. _AA 701' —71.9'_.-.... —, I Freestanding Hot Tub MATERIAL TREMRON -10" LOT '. STONEGATE N1 pl t 1: "o WI �A Pool Equipment AREA 42 SQ.FT. Y LP E., . N chi a OI .� 71 .Screen Enclosure will serve as barrier.It will S 00'1•'41" • :0 90.06' (MEASURED) comply with Florida Building Code Sections S 00-.4'. •. . %D0' (P(A T) R4101.17.1.1 through R4101.17.1.14. N. r st •..:CTn7N 9. ':!,Mf`..� 7`,J'u% . PAM-.4 Z'Y+.A..„7 All doors and windows providing direct access ***SETBACKS ARE MEASURED TO WATERS EDGE***1 from the home to the pool will be equipped with ***SETBACKS ARE MEASURED **"-}� r-7-:-77, alarms. r LEGEND: " _.- �_? `, Ny _'1 '.Access gates will be self closing and will comply C -SE1 ii P(' + POW.or pRVAAaKI' t;r= --- - �~ ;?t 1 i with the requirements of Sections R4101.17.1.1 sTA1f'NA 146 P1 - POW CO IAA/WW1'` � • -i I 1 through R41o1.17.1.7 and will be equipped with a • -rovND 1/i pw.•K .0 I(EMTi1CATYOM PRF, - pow or REAM : MAP SHOWING BOUNDARY SURVFY OF • LOT 4. SL.LVA MARINA UNIT No. 12.-C REPLAT. AS RECORDE PACE 29, OF THE CURRENT PUFUC RE OROS OF DUVAL SQ.FT. % CURTIFIE TO. 1 KERRY VARKONDA & ZANNE VARKONC LOTSIZE 9083 • P U S ILITIES TRUOTGAGE PONTE VfDRA TITLE, 11 C CHICAO IITLL INS() ANCE COM PANY EXISTING BUILDINGS 2258 '2596 • { } PPROVED EXISTING { DENIED IMPERVIOUS 927 10% • { } OT APPLICABLE TO DEPT PROPOSED IMPERVIOUS 1070 12% • LIVE OAK LANE TOTAL 4255 47% (6G; mow or *AY) t 1 N 0024.53- W 90.00' (PLAT) STRUCTURE SCREEN N 0019'55" W 89.97 (MEASURED) ENCLOSURE oc ri�JZ.19 Win I ROOF SLOPED -i IL Nr ti11 m?„ .I�.�.I. "'„. MATERIAL ALUMINUM sfat M4 STrPS MN NMI .-11- "'N COLOR BRONZE Cs, :,> cr at F V3 WIRY, •v \ AREA 1495 SQ.FT- .+*� s 1 r o \,covcwoI iM ' s ', a4EA 1 til. siN 12'-2" / ;.---- STRUCTURE POOL CA 90 5' too°1 .- 0) _ ._ I. + STORYAREA 142 SQ FT. Outdoor Kitchen RAMS ,,` A/C . o r-{ • P• ,TE t) #1865 C/lAa7 I.OT 3 — ri =•j p PERIMETER 48 FT. h 5: ' ca T j 12'-2" — ---a • Y°' OUTDOOR STRUCTURE SCHEN ' " 'ori -lo ' "tr. Screen Enclosure I NEW ,oco Pool TYPE CONSTRUCTION 5n to N. • 26 r 1 211e— Freestanding Hot Tub MATERIAL TREMRON -lo" : I�, STONEGATE A o >z Pool Equipment AREA 42 SQ.FT. T ci tt •j I ii 01 o; co --- — ._�. ,► —• Screen Enclosure will serve as barrier.It will ei S 001 41" .o 90.06' (MEASURED) comply with Florida Building Code Sections 5 UC. -N. '..10.00' (PLAT) 84101.17.1.1 through R¢1o1.17.1.14. e.CTt(M 9.TOTNN•.,NIP 2:Ot19t RAN(.£ :•i EA2.1 All doors and windows providing direct access d***SETBACKS ARE MEASURED TO WATERS EDGE....I from the home to the pool will be equipped with • alarms. ***SETBACKS ARE MEASURE ( .***-f------r 1 r 1 LEGEND: _ 71, : , \_-. ' \ [-r-----7-11 (•, t I _-_.._. _ _. ---I i I Access gates will be self closing and will comply O -sE1 I n'KEW PC - PGIN-Gr 0191/49Wit' ' 1 with the requirements of Sections 12.4101.17.1.1 'TA"°°'511.5"` el •• LNC PON,01 IANGY '! 1through R41.01.17.1.7 and will be equipped with a NMi MEMAWON PRI; .. Pate OF 91"WAIE AUG 1 2 17 '' .self latching device located on the pool side of (UNLESSS w 01.sruC warmA ) g.vAlult .. ;- I s- 4%4"CONCRETE Haxm[NT PIC .. Pa,T OF Cp�gxO the gate.Where the device release is located no CIA,VATI.VC less than inches from the bottom of the gate. A/C - As CCNOt:10HER (, C'ONrJtEA R-J,_'._ 54 4Ray Thompson j REVISIONS -- r 17 SURVEYING, 11-147 - DATE of:.cR,PTION or 'd- . j(.;.riny 0,-...0)STANCF t.-..r 1",)&21 ��"4t .,f,,?1114,,.I-twptwal stale 210 PONTE VEDRA TITLE, L.L.C. )..il.,:v�•aGi -T•,tiQa';?a',7 �•-.o..r,a'd''• , (PYr.4w,•'.ID.LS:�..`512.. / — t i t'dAI ,-5d ,.. JOB # 21118 ( DATE OF REID SURVEY- 5-20-2012 { SCALE: 1- - 20. CERTIFICATE. NOTES: T N-{)$3�41_E___ I HEREBY C£RTKY AIM TT y'ill .tx MT RE5P .( CHAQG I: orm/INGS ARE BASED ON TME PLA P.EAR➢i1 or -- A10 NEM 'DE u:wt,wwt Al STAND -• •SET FORTH B'4 T.<ROMA ALONGT1E NOMERLY BOUNDARY oNE OF' .UN.ECT PARCEL ' 7.0A.40 o t=r'C4,r,;:.-24 owrom`.")Y (to/PIER 6,G}7-Q FLOP'•DJ. 7: BY GRAPHIC PLOTTINr.ONLY TME CAPTIONED LANDS LA WITHIN FLOOD ZONE A04•rn,TRA9'..E C• . • WANT 10 SEC I. 9 47 ..CRSDA STATUTES __ X... AS SF.Ot1M1 ON THE NATIONAL Ftoco 1NSLr2Al1('�MAP. • DATED AMR 17. 1969.CO.MK/Nt:Y NUMBER- 570015 PANEL ..O001s2. / 3: THIS SURVEY REFLECTS AU EASEMENTS & R1GNT OF WAY AS PER TefCC D _ --- _, dl• _.. ./....C... .� PLAT &/CK TITLE COIN.AMEEENT * SUP>'UED. UNLESS OA.EAMSE :TATED,NO .- v,•AYMOTIOF�AAO►AP. 0 USHER 111E VERIFICATION HAS BEEN PERFORMED B'r THE UNDERSIGNED. r2G,ST�REO SUR y.,; F010E 6146 STATE Or FLORIDA 4; Ra5 SURVEY IS NOT VALIO 'MTHOVT AN AUT'ENT.CATED ELECTRONIC S/GNATuRti z'zt ANO AUTMENTICATEO ELECTRONIC SEAL UC: 1 •�.� - . /459 LAND SURVEYS 0 CONSTRUCTION SURVEYS 0L‘ SUBDIVISIONS r _ _ _ 4 1111ASD , ALUMINUM SCREEN DESIGN ■ Aluminum & Construction Engineering *Plan Types: Screen Room ✓ Pool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH) Pool Screen/Cage (Non-Removable Screen — Designed to withstand actual Wind Speed) Car Port Patio Cover Other: Reference: Varkonda, Kerry New ✓ Revision Date: 4/13/17 *Project Address: 1865 Live Oak Ln *City: Atlantic Beach, Fl 32233 *Contractor Name: Call The Screen Guys *Address: 41 W. 6th Street *City: Atlantic Beach, FL *Zip Code:32233 *Phone/Fax:904-746-3445 *Email: cmfcalum@gmail.com *Choose One: Mail Pick Up Fed Ex* ✓ • No of Copies *For FedEx option got to www.aluminumscreendesign.com and provide FedEx account #) *Payment: Check Credit Card * ✓ *(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: ■ 1 ■ Engineer: Michael Thompson, MSc, P.E. (P.E. #47509) 4401 Vineland Road —Suite A6, Orlando, FL 32811 Office:407-734-1470 Cell:407-721-2292 Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo.com Website:www.aluminumscreendesign.com CA#30930 DALUMINUM SCREEN DESIGN ■ Aluminum & Construction Engineering *Ultimate Wind Speed (mph): • • • Exposed Category: C Risk Category: 1 Screen Room: Insulated Pan Roof Fascia Wall: Block Conventional Uprights • x Top Plate x Kick Plate Pool Screen/Cage: Dome Gable Mansard Gutter Wall: Block Conventional Beams • x • • Uprights • x• Purlin • x• Car Port: Insulated Pan Fascia Wall: Block Conventional Beams x Post• x Patio Cover: Insulated Pan Fascia Wall: Block Conventional Beams • x• Post • x Concrete: Existing New: 4" Slab Pier Ribbon Footer • x Pavers Other: . . . .. . ....... .... . . ... . .. ... .. .. .. . . . ... . . Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials,fabrication and/or construction between the plans and the general notes and design standard. iiASD ALUMINUM SCREEN DESIGN Alununt-r*; 3 Consirs;ttion Eng;.^.ee,ng General Notes & Design Standards (Non-Removable Pool Screen) The following are general design standards.More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes,the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials,fabrication and/or construction. Design Codes: Florida Building Code 2014(5th Edition) Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16&20 Ultimate Wind:-120 MPH (FBC Table 2002.4) Risk Category:-See attach site specific plan sheet(FBC Table 1604.5) Exposure Category:-See attach site specific plan sheet(FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member,not occurring simultaneously with wind load. Design Basis: Allowable Stress Design(ASD)=Allowable Strength Design(ASD)divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense,real or implied,arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata,notify owner's representative/engineer. Soil bearing capacity—2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95%ASTM D698 density. Unit soil weight= 105 pcf Internal angle of friction=30 degrees Coeff.Of friction between footing and soil=0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P)407-734-1470(F)407-734-1790 www.aluminumscreendesign.com ■� ALUMINUM SCREEN DESIGN ■ �Ait:rnir;vr; 8 Consirt.cfion Erq4-ireering YY ' v Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. All aluminum shall be 6005-T5(E= 10,000 ksi;Fy=35 ksi)with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited.Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime-mortar, concrete,or other masonry materials, shall be protected with powder coated or ESP paint or alkali-resistant coatings, such as heavy-bodied bituminous paint or water-white methacrylate lacquer. Screws: Aluminum self-tapping screws shall conform to ASME B 18.6.4 specification. Self—tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed(3+20t)where"t"is the member thickness in inches. For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2"from the end of overlapping sheets. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot-dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used.Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails,Purlins&Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials,fabrication and/or construction. Wind Speed=120 MPH 2 x 2 Chair Rail=6'-0" 2 x 2 Purlins=6'-6" 2 x 2 Wind Brace=4'-3" 2 x 3(0.125)Wind Brace=9'-0" 2 x 3 Chair Rail=8'-6" 2 x 3 Purlins=8'-6" 2 x 3 Wind Brace=6'-9" 2 x 4 Wind Brace=9'-0" Concrete Conform to ACI 318,latest edition and ACI 301 Compressive Ultimate Strength(Minimum at 28 days)shall be 3000 psi Exposed chamfer edges shall be'/." Reinforcing Steel: Conform to ACI 318 and 315,Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels&ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A185 or A82(Flat sheet). Deformed bar anchors shall be ASTM A496,Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P)407-734-1470(F)407-734-1790 www.aluminumscreendesign.com •A DALUMINUM SCREEN DESIGN Aiumir�urt, S Cors traction Engreering Vt� Cables: Contractor shall provide a minimum 1/8"diameter stainless steel cable tie down at side and rear walls of pool screen enclosure. Contractor shall secure cable to top of column located at each corner and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ft'- with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 'A" x ''A" tapcons or equal. Beams& Uprights: In the event of a conflict with the values in this table and the site specific plan,the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials,fabrication and/or construction. 120 MPH Upright-Pool Cage Enclosures PRIMARY ROOF MEMBERS-POOL CAGE ENCLOSURES 120 Roof Span Roof Span Upright MPH p p SIZE Height *Maximum *Maximum Roof Span 2X4 12'-0" Beam Spacing Beam Spacing *Maximum Beam 2X5 14.-3" SIZE =6'-0" = 6'-8" Spacing=7'-2" 2 X 6 1C-0" 2 X 4 19'-0" 18'-0" 14'-3" 2 x 17'-9" 2 X 8 18'-9" 2 X 5 24'-6" 23'-3" 20'-3" 2 X 9 19'-9" 2 X 6 28'-6" 27'-1" 24'-3" 2 X 7 30'-3" 29'-3" 28'-0" 2 X 8 36'-9" 35'-9" 35'-6" 2 X 9 39'-0" 37'-11" 37'-6" 2 X 10 43'-6" 42'-2" 42'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6"above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max;2 x 3 for 30' max;2 x4 for beam span greater than 30'. Purlin: Contractor is required to install purlins spaced to align with column spacing;however,spacing between purlins shall not exceed 7'-2". Header Beam: Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet(max) when screen enclosed is required to be attached super gutter at the interface of the insulated roof panel.Contractor is required to install insulated roof covering pursuant to the Florida product approval specification(30 psf). Intermediate Girts: Contractor is required to install intermediate chair rails/girts spaced at mid-span between the chair rails and top rail or 6'-0" max on center when column height exceeds 11 feet. 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