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1971 Mipaula Ct ACC19-0083 Pool Enclosure ACCESSORY PERMIT PERMIT NUMBER �► CITY OF ATLANTIC BEACH ACC19-0083 J� r 800 SEMINOLE ROAD ISSUED: 11/5/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 5/3/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1971 MIPAULA CT ACCESSORY SINGLE OR TWO POOL ENCLOSURE $8400.00 FAMILY ACCESSORY TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169506 1028 SELVA NORTE UNIT 01 COMPANY: ADDRESS: CITY: STATE: ZIP: TROPICAL ENCLOSURES BY 4411 KELNEPA DR JACKSONVILLE FL 32207 MASTER SCREENS, I OWNER: ADDRESS: CITY: STATE: ZIP: KIGHT MICHAEL D JR 1971 MIPAULA CT ATLANTIC BEACH FL 32233-4555 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. Issued Date: 11/5/2019 1 of 2 • ,fr ACCESSORY PERMIT PERMIT NUMBER 10 CITY OF ATLANTIC BEACH ACC19-0083 t' Air ISSUED:SEMINOLE ROAD 11/5/2019 j ATLANTIC BEACH. FL 32233 EXPIRES: 5/3/2020 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod, is required. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $95.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $47.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.89 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL:$322.39 Issued Date: 11/5/2019 2 of 2 i!.-LY , City of Atlantic Beach APPLICATION NUMBER �s'# �� Building Department (To be assigned by the Building Department.) s� 800 Seminole Road r, e1 Lai 0 f:�, ,, , Atlantic Beach, Florida 32233-5445 `� C J Phone(904)247-5826 - Fax(904)247-5845 11111 \E;; 9r E-mail: building-dept@coab.us Date routed: Z t. City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t '1 7 ( VIA I P A u t__/-k _Department review required Yes/No /�' — Building 1/ Applicant: gyp( eil L l'AJicL (75 c0E ( Planning &Zoning ,—� Tree Administrator Project: r 00L Public Work Public 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 '.k St. Johns River Water Management District •/< 'L Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (C. . - .ne.) Comments: BUILDING PLAN 1G &ZONING Reviewed by: my Date:/Q c2 3-8 l TREE ADMIN. Second Review: proved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES , � PUBLIC SAFETY Reviewed by: / `) Date: i0-31`i 9 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application OFFICE COPY Updated 10/9/18 1 "".,.,.,,,, :: City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY 0- II IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 1971 Mipaula Ct Permit Number: \ @Cl Ot - QC) 63 Legal Description 39-94 08-2S-29E SELVA NORTE UNIT ONE LOT 14 RE# 169506-1028 Valuation of Work(Replacement Cost)$8,400 Heated/Cooled SF Non-Heated/Cooled_ • Class of Work: ❑New iZlAddition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/ rE��'��„ • Use of existing/proposed structure(s): ❑Commercial Residential `1J • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No :'Y • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ❑No IDescribe in detail the type of work to be performed: err 2 3 2013 Pool Enclosure RRLL''''''��{{ A� Florida Product Approval# for multiple products use p�tfdt�L4.•si,D rtment Property Owner Information City of •tlantic Beach, F Name Michael Kight Jr. Address 1971 Mipaula Ct City Atlantic Beach State FL Zip 32233 Phone 904-744-3500 E-mail tropicalenclosures@gmail.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Tropical Enclosure by Masterscreens Qualifying Agent Scott Norton SCC131150288 Address 3500 Beachwood Court,Suite 205 City Jacksonville State FL Zip 32224 Office Phone 904-744-3500 Job Site Contact Number State Certification/Registration# SCC1311502288 E-Mail tropicalendosures©gmail.com Architect Name&Phone# � Engineer's Name&Phone# 1►`(jrov. V Fl - Sit Workers Compensation Insurer . " �q.ec.1o'C j'l 7 & LI jyOR Exempt❑ Expiration Date Application is hereby made to obtain a permit to do the wol r�al instal atf ions as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. 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,-- ONSULT WITH YOUR LENDER AN ATTORNEY BEFORE RECORDING Y• R NO E OF COMMENCEMENT. c ` , (S, r1ature of Own`e'r or Agent) (Signature of Contractor) Signed`a,�nd)wornntto�(or affirmed)before me this Z day of Signed and sworn to(or affirmed)before me this "7 day of od , jDkq ,by 'rCjhk cc (, 20)9,bY.�+ SCCrt�' (� n (Signature of Notary) I "p „',, ALANA WiLLIAMS— .�.,�,.. ..,.. 7�� ALANA WILLIAMS V- ;,��It���`_ Commission #GG 04669 f7:777'""""' [ ]Personally Knm 4, ''• �; My Cornmission Expires [ ]Personally Kno ? ��t�- Commission#GG 04669 [&roduced Ide' iffeiP(q( k>1 January 22, 2021 I ]Produced Identi;ir ,': ',5- My Commission Expires Type of ldentific. ' ' r - Type of Identificati (i ', . i nnary 22, 2021 __ - OFFICE COPY • Revision Request/Correction to Comments **HIGHLIALL HIED I ON '"� HIGHLIGHTED IN Atie4qi City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 R I Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT AQ-C(C+008 ❑ Revision to Issued Permit OR YJ Corrections to Comments Date: Project Address: 1 41( IAA pac.ack. c� Contractor/Contact Name: Sc-' (- 0 Contact Phone: Cid4— 744-- 35-60 Email: a cia-0 e44c-05LAIQS jlMc.,t •CI * • • Description of Proposed Revision/Corrections: PO N/4 c S,',w s to a- ( b- ZM 5 Cc-n"-A9 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • I proposed revision/corrections add additional square footage to original submittal? • ❑ Yes (additional s.f.to be added: • i •roposed revision/corrections add additional increase in buildin.value to original submittal? ❑*yes (additional increase in building value: ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent. 411111. (Office Use Only) Ly'Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D - $ r, h Revision/Plan Review Comments parent Review Required: Buildings Planning&Zoning Reviewed By Tree Administrator Public Works i Public Utilities / (9" �` —fq Public Safety Date Fire Services Updated 10/17/18 a, -S r�,NJ r �� AV �. v rCITY OF ATLANTIC BEACH ` f 800 SEMINOLE ROAD OFFICE F ATLANTIC BEACH, FL 32233 _� F I C E COPY (904) 247-5800 BUILDING REVIEW COMMENTS Date: 10/23/2019 _ • Permit#:ACC19-0083 Site Address: 1971 MIPAULA CT Review Status: Denied RE#: 169506 1028 Applicant: TROPICAL ENCLOSURES BY MASTER Property Owner: KIGHT MICHAEL D JR . SCREENS, I Email:TROPICALENCLOSURES@GMAIL.COM Email: Phone: 9047443500 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. The building I- it application is incomplete. The space for the Engineer's NamePhone was left blank. T : .ermit application is a legal document and all space that need informatio that pertains to the work .vered by this permit shall be on the permit application. Please return to the By lding Department to co plete the document. 2. The s. e request above will also be needed for the space left blank for the Workers Compensation Insurer. ' ease submit the carrier or proof of exemption. __ - Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by City of Atlantic Beach APPLICATION NUMBER j `` •�� Building Department (To be assigned by the Building Department.) • 800 Seminole Road 0083 K)v �� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 \-e.11.0;119'? E-mail: building-dept@coab.us Date routed: I d l Zc� tl City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C-T ( �/ A/�� I r )�A Department review required Yes No ^Building_ ' Applicant: Ku F't C0S �) F_ �_ Planning &Zoning-- Tree oning:`'Tree Administrator Project: s� Public Works Public 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 ��k Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: %% �/ ( -Date: I j TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. ['Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 - . TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY City of Atlantic Beach PERMIT# Community Development Department *'. ', , 800 Seminole Road Atlantic Beach, FL 32233 (P)904-247-5800 SITE INFORMATION ADDRESS 1971 Mipaula Ct.Atlantic Beach,FL 32233 SUBDIVISION BLOCK LOT RE# ❑X RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME Michael Kight Jr. PHONE# ADDRESS 1971 Mipaula Ct. CELL# CITY Atlantic Beach STATE FL ZIP CODE 32233 EMAIL ❑X OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. IHEREBY C1=R FY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent Michael Kight Jr Witt l q S GNATUR F APPLICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this Z day of oINVUU , Vic( by State of fL WO\WA F-1a J( County of 0l)vat Identification verified: Di- Oath L J Oath Sworn: [A Yesr.......„,,,, ika,t4, itaagitAk_ ALANA WiLLIAMS . . Commission #GG 34669 Notary Signature ao, My Commission Expires 1 aary2, 2021-------] My Commission expires 1 f Z 2- `A 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 ri�_:L ; City of Atlantic Beach APPLICATION NUMBER 75 t fn\ Building Department (To be assigned by the Building Department.) �.'r ;>, 800 Seminole Road OCT �O'n i"\ Q_C-P1 y 008 77 J3 ' 0 Atlantic Beach, Florida 32233-5445 J 1` l.J�J Phone(904)247-5826 • Fax(904)247- 5 , X11117 E-mail: building-dept@coab.us —_ z Date routed: ill z t. City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ( R '7 ( V l\ i P i u LADepartment review required Yes No (--Building_,' Applicant: O Pt CA C. ( Planning &Zoning Tree Administrator • Project: TOOL \ DC,(—("j (j 2-61 Public Wsii-k -� Public 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: V Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b ,/, _ _ Date: TREE ADMIN. Second Review: I '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 05/19/2017 PUBLIC WORKS PLAN REVIEW COMMENTS �'/ c231 Date: 7 Application#: /16?"Z. Project Address: / / 7/ 721).per_ flet__, 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 Erosion and Sediment 0 Control 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 0 Survey must run to street. Pool Pool—Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage ❑ Wellpoint feature (swale, structure or lagoon). Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Roll off Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Container Removal,All American Roll Off, WCA Waste Corporation). Container cannot be placed on City ROW. ROW 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 ❑ 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. 0 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 CO Inspection. 0 Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing and debris must be removed from job site by Contractor. 0 Removed Decking All old decking and debris must be removed from job site by Contractor. 0 Removed Infra- Any damage done to infrastructure must be repaired by Contractor. 0 structure Revised 2/26/19 ifilikolt "41aj w X -may = /eA19/ ICL /9-0$0s rrx zp ze /23Kb, 1 iap alif_SC4Za7gie. pefra = f/ G./ fC _rf _r_ _ Jvc Jto4C 6.2if . _ pro 194,4, ze /ft9 f (inle %w`!a,LaJcfX _: 7o/ ZJf 965 y 4474- th44 - tea __1260_.. . ___4,(041467_44_ e6,tet ,11,44„ 4404 (f#?44dfizio ift, 6ft, S� •L�r City of Atlantic Beach APPLICATION NUMBER j$T ii Building Department (To be assigned by the Building Department.) ' 800 Seminole Road II /-� f ,,�� Y -; Atlantic Beach, Florida 32233-5445 AQ.C-PI 0083 \ . Phone(904)247-5826 Fax(904)247-5845 / \'',2„.01119..? E-mail: building-dept@coab.us Date routed: 10 l a / City web-site: http://www.coab.us ttt APPLICATION REVIEW AND TRACKING FORM Property Address: t R ? ( Department review required Yes No / ` Building Applicant: ' ( -D Pt d �- (- ZV�1 OS c� t%�C 'Planning &Zoning Tree Administrator Project: UU L ��De LcD<S1R.CL Public Worms Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. of applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: /d-Zg 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 05/19/2017 MAP SHOWINGBOUNDARY SURVEY OF 1... i 14.: INA N; TE 'UNIT•ONS.;::A RE tr EC: 1 ::^pLx :800K�ro. { f<, t : 14 , :: 1r ( RRLN :: I UC:.R C ..of:DUVAL.CO...N! , FLORIDA. . ..... : kyr 4 `0,, « :t • ( P. ) 848, 9* Com: . ,, k:,,. £ S,,p.1'Y : ) I '!. l' E�;[�i S{$$ ,E i,z E N { { � . ., a....« .«n -, n>. £, i ,f"f S '1. . ! p£ ' j 3 { l d € E4 iii b3{€{a a'-or A FASk6+EOn : pS' •• 0,Alf 1, '� € €iiP oilg 3 11f}hl; )9,� £o3,0' . . . . H ly 4 nub 1 !3€ t €} € = E v i€ f',,,:24�3',,A;r:,, .AJ:r.1,,N#33 f,jN iti !�� �d a A: t.1.1 ..L • . ii ,, Ell i t u� : t. . TOTAL LOT: � ...... «•.t �c.t 11.095 SO FT e£(kl5€C E.`€u{€4E€ftE _ ...... .. t€ll (({ 4[[ 11 ljEEl6{E€€IN {{,{€€E€€' j` ..:.. .. If) 7 1Ji1I' 1 ;' c4«,,, ,i li ,, t� LOT x • { RESIDENCE € . trvt; ., € i 2638 SO F' ., . : Iii , .. / .11.0' 911 5: OT`:::14... .. . . . ........ .. `" ...,,,,,. ssttcstivig,ko:: :.* ' a„,,,M.... • 1,, i 93.02' + ■i2 :Tp1 F LO 2. L. T 27(MEASURED) .. 1 .'SFT:IA'•va€AA. 0,4060".940.1:44T'0 . &T:F14 ZWV.IkitME . . . 7.7.0 - . �N3fNTa~�c"' +t .,. T ::>t �' t':C3F ROOM . : . : Apprvd Bp Permit Desk to Fa 1 Ad a at+ Building Department Mr*eFe OWINIETE.MORMDI51:.: :<,* Tk5lNT:sx TAl a€ t : r e � :: CI A City of Atlantic.Beach, FL a - • Ray Thompson mSURVEYING; trite. , !'. - .. ry E s:T t IIIII ■r' ; l lie <taoksee441 ,•Fk i1d 32212` , ■1 1 11111111 (Pr >nia)9O444 ,5t2 tF6.s() St 9,44 6178 W ., , : E{ j :93 A1E., :Of FIELD..SUR Y> 05-r:•06,-,4:18 �5.:>{..' _4, 7 2.9%.,,,,,,i..,, -' ' NOTES! ... CER1 F CAI . .... .. .,. 4 •Tki f•FFCS.At{ E3Aia fl.0+4 T=�F. 1a'�£;.; . A14.. ... .«..,�,Il„ .I4w.( i 1#E. etY Tii'k 3&SF�'C 7N=tc � "k xiY: '` ORSOIK.CFt�ttlitiEi .. YAFt:U Tt .:sTAttk1A a AtT .. / .WY'1fr rt.oft A�ti{PNr MC NORTH 40u4�k1;4 T tilitt Cid°hitt; t T pool:. f Eit�t" '1: r :Mitt:#44.11A. ., V. 'd`;kFMTEA 6d--174:F1.{ , . Rf tMot iffy( 0rflfsEq.C ..Y +E:CAPTIONED D 3.A OS:C l 1101::t`G.. 113 #,t1itF.t'A•4, .''s ANT;TO:St0N7lst 8 i}i +•d R A.:stATtJTfS, „•„ SC �.:'AS. tt�11-1LNAd1E NAL FLOW.$€ . .l6lAP I :�Ati' . Ni”:V 4�T Its tVts 120076 PoNEL i, X . 4 1 l aNts.: t'S:dck!"C AW'!1i??1:s11x k.>+T',.FFB F':wk f Ad AKA 'T1KL�# — .A ..............,.. KAT* tiTU. fid{ 'Ihte.1r.': *L& t,i :E*1x#k1TK14.:. ° 5..:NO ,,._ „,:. »�. tr . {1)::ff t 'In C: PIF N".KICdFRAS S F P�tS:NY..NE.L1FlCEKT<"SKAIL3S.. It AVOW I J THIS: a.Y.t { vkr 4$1",4 ,7 A0' t 3:;t.rcl:rONK: . .;.r1)•.; >�i•�E tTt '• , :MAP' g,,-4` 148:STATE 0+. -t it;rA AND k&Ts,CNI C.A FA) F'£:I...YkoktC'..I'A&. i It*'.?' '1. '' •,. 7469 LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 ' SUBDIVISIONS General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM. THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150). AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN 3/4". AIR ENTRAINING +/- 1% - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE OF TYPE M OR S. 3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS Y-0" IN HEIGHT. C. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE 6th EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4, WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING #12 SPACING MAY BE 24" ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. 7. 1 "X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4"0 X I-3/4" EMBEDMENT & 24" O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE< WOOD SCREW WHEN IN WOOD & #lOX 1/2" EMBEDMENT SMS OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. D. FASTENERS: 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED EQUAL. a. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. i. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). >. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. ALL FASTENERS SHALL COMPLY WITH ASTM Al 53. 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185, 1, FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHER WISE. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 CURRENT ASCE 7 CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE 6th EDITION (CHAPTERS 16, 20 & 23). ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. TYP --TYPICAL SIM -- SIMILAR UON -- UNLESS OTHERWISE NOTED CONT -- CONTINUOUS VIF -- VERIFY IN FIELD RESPONSIBILITY: ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. MISCELLANEOUS: ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE -FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 6th EDITION R 4501.17 IN ITS ENTIRETY. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. 6. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE 2"X2"X0.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2. 7. ALL ALUMINUM SCREENED ENCLOSURES SHALL BE DESIGNED SPECIFICALLY FOR THE APPLICATION STATED IN RULE 61G20-1-002: TO REMOVE SCREEN PANELS IN THE EVENT OF FORECAST WINDS THAT EXCEED 75 MPH, LABELS SHALL BE PLACED ON CHAIR RAIL MEMBERS ON ALL SCREEN WALLS IN A LOCATION THAT CAN BE EASILY SEEN AND FOR ALL PANELS ABOVE THE DESIGNED CHAIR RAIL ON ALL SCREEN WALLS SHALL BE CUT AS PRESCRIBED IN THE RULE AND THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS STATED IN RULE 61G20-1.002 AND SECTION 19 LAWS OF FLORIDA, 553.76, 553.77., ONLY APPLIES IF SHOWN ON PAGE DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 120 MPH NOMINAL DESIGN WIND SPEED Vasd: 93 MPH 2. RISK CATEGORY: 1 3. WIND EXPOSURE: C 4. WIND LOADS: SCREEN ROOF: 8 PSF SCREEN WALLS: 28 PSF SCLID ROOF (MWFRS): N/A 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 SCREEN MESH: 0.88 6, FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 7. LIVE LOAD 300 Ib. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 10:PSF VERTICAL DOWNLOAD ON SOLID ROOF. 8. EXISTING 12"X12" FOOTING & KNEE WALL BY POOL COMPANY MEETS THE REQUIREMENTS TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 9. SCREEN ROOF TYPE: TRANSVERSE GABLE 10. SOLID ROOF TYPE: NL ALUMINUM STRUCTURAL MEMBERS HOLLOW SECTIONS 2 x 2: ---------------------------------------2" x 2" x 0.044„ 2 x 3: ---------------------------------------2" x 3" x 0.050" 2 x 4: ---------------------------------------2" x 4" x 0.050„ 2 x 5: ---------------------------------------2" x 5" x 0.050" OPEN BACK SECTIONS 1 x 2:-----------: ---------------------------- 1" x 2" x 0.040„ 1 x 3: ----------------------------------------1" x 3" x 0.045„ SNAP SECTIONS s 2 x 2 Snap:- -------------------------- 2" x 2" x 0.045":F F V 2 x 3 Snap: ---------------------------------2" x 3" x 0.050" Approved By Permit Desk 2 x 4 Snap:--------------------------------- 2" x 4" x 0.045" 'Id' D rtment SELF MATING (SMB 2 x 4 SMB:---------------------- 2" x 4" x 0.044" x 0.100" 2 x 5 SMB:---------------------- 2" x 5" x 0.050" x 0.118" 2 x 6 SMB:---------------------- 2" x 6" x 0.050" x 0.120" 2 x 7 SMB:---------------------- 2" x 7" x 0.057" x 0.120" 2 x 8 SMB:---------------------- 2" x 8" x 0.072" x 0.224" 2 x 9 SMB:---------------------- 2" x 9" x 0.072"x 0.224" 2 x 10 SMB:------------------- 2" x 10" x 0.092" x 0.374" Bul "V epa City of {atlantic Beach, FL \\\\\..�� MIA1x / O EN No. 86663 !� 40 z i�® STATE OF : '�I � `� ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson P.E FLORIDA LICENSE: 38654 Myron Max Neal P.E. FLORIDA LICENSE: 86663 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhills, FL 33542 Ph#(813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.fb cplans. com C.O.A. #29054 DATE: 10/09/2019 DRAWN BY: TLK I REVISION: I DATE: RO 1 RO 2 RO 3 RO 4 job# 19_1007_123 PROJECT ADDRESS: 1971 MIPAULA CT ATLANTIC BEACH, FL 32233 ]ONTRACTOR: TROPICAL ENCLOSURES BY MASTERSCREENS INC. JACKSONVILLE, FL 32224 NOTES S-1 MAJ( \\\``®t% No. 86663 1" x 2" x 0.045" OPEN (2) 3/8" x 2" MIN. BACK W/ (2)#1 OX 2" EMBEDMENT LAG SCREW @ 4 THRU SCREW BOSS REQUIRED) BEAM & (1) @ 12" O.C. PURLIN (IF ®'• STATE OF <t1 UPRIGHT WEB LAPPED OVER PURLIN i O 4� W/ (4) #10X3/4" SMS EACH SIDE \ PROF SI /�LI IJ I R SEAL BEAM FLAT o o ENGINEER OF RECORD: SLOPPED ED 00 2" x 2" x0.045" EAVE RAIL MEMBER (UNLESS OTHERWISE NOTED ON orAS David W. Smith P.E. ° S-2) ATTACHED TO PURLIN W/ (2) 410 X 4" SMS THRU SCREW BOSS FLORIDA LICENSE: 53608 ° Thomas L. Hanson P.E. 2" x 2" x Y/8" X ALUMINUM ANGLE w/ (4)#12X 3/4" SMS THE HOS'r STRUCTURE SHALL HAVE AT LEAST A 2"X4" 1"12"10.045" OPEN BACK ATTACHED TO PURLIN W T / FLORIDA LICENSE: 38654 INTO BEAM EA SIDE FASCIA AND ROOF TRUSS (2) #10X1-1/2" SMS INTO SCREW Myron Max Neal P.E. OPTIONAL 2"X2"X0,062" SYSTEM. CONTRACTOR SHALL BOSS FLORIDA LICENSE: 86663 RECEIVING CHANNEL W/ (2) #1 OX 3/4" VERIFYTHIS AND IF SMALLER- CONTRACTOR 1"X2"X0.045" OPEN BACKJoel Falardeau P.E. EA SIDE TO COVER EXPOSED SHALL BRING STRUCTURE UP ATTACHED TO 2°xz"xo.oas' SAVE RAIL MEMBER FLORIDA LICENSE: 70667 BEAM TO A 2"X4" FASCIA AND ENSURE LEES THAN A 2'-0" #10X1-1/2" SMS Erik Stuart P.E. @ 24" O.0 OVERHANG. FLORIDA LICENSE: 77605 A ROOF BEAMS TO FASCIA ATTACHMENT DETAIL N.T.S. FBC Plans &Engineering S-3 C SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL Services, Inc. S_3 SCALE: NTS 6272 Abbott Station Dr. Unit 101 Zephyrhills, FL 33542 Ph# (813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com SCREWS MB 6 F2" Website-www.fbc lans.com p MB 6 C.O.A.-#29054 MB 8 MB 8 2x8SMB to "" 2 X9 SMB 10 DATE: 10/09/2019 2" X 10" SMB 12 DRAWN BY: TLK HINGE LOCATION REVISION: DATE: FOR SLOPED BEAMS, i / MAINTAIN ALL SCREW SPACING 2" x 2" EXTRUSION RO 1 FROM EDGE OF BEAM i -'SELF-MATING BEAM 2" x 2" EXTRUSION RO 2 i SHALLBE NOTCHED �g RO 3 2" x 2" EAVE RAIL SECTION FOR UPRIGHT HINGE LOCATION DOOR (UNLESS OTHERWISE SHOWN RO 4 ON S-2) - ATTACHED TO BEAM w/ (4) 1OX 2" SMS INTO SCREW O Job# 19_1007_123 Boss 1" X 2" OPEN BACK ;I : 001 \ � / PROJECT ADDRESS: EAVE RAIL ATTACHED TO Oil KIGIIT UPRIGHT w/(2) #10 x 1 X" SMS INTO SCREW -1 HINGE LOCATION 1971 MIPAULA CT BOSS ATLANTIC BEACH, FL 32233 410 X 1 Y2" SMS 24" C/C #14X 3/4" SCREWS 4" (MIN) UPRIGHT NOTES: 1. CONTRACTOR: (SEE TABLE ABOVE) HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM. 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM. TROPICAL ENCLOSURES 3. HINGES SHALL BE ATTACHED TO DOOR WITH (4)910 x 5/8" SMS. FASTEN A BY MASTERSCREENS INC. 1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM JACKSONVILLE, FL 32224 END OF THE UPRIGHT. D UPRIGHT TO BEAMCONNECTION - ALL WIND ZONES F TYPICAL SCREEN DOOR CONNECTION DETAIL DETAILS S-3 SCALE: NTS S _ 3 SCALE: NTS S-3 PURLIN OR GIRT ( ) (typ) EA. LEG) (TOTAL 8 SCREWS EA. CONNECTION) H PURLIN OR GIRT TO BEAM OR POST DETAIL S 4 SCALE: NTS Column Size 1/4"&3/8" 0 Concrete Screw Anchor B Min. Spa 2x3-1/4" .11111111f. 2x4-1/4" 1 3" 2x5 UPRIGHT �\ N Me C ^� 1 4" 2x7 1 5" SECONDARY ANGLE MIN 0.125" \\ �►� �,�GENet '• F 2x9 2 4" 2x10 THICK NOT (4) 910 X 3/4" SMS REQUIRED FOR \\ Joel Falardeau P.E. 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED FASTENING SECONDARY 2X3 ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED FLORIDA LICENSE: 70667 6272 Abbott 6272 Abbott Station Dr. Unit 101 S tion MEMBER ANGLE TO COLUMN (TY ) .. No.86663 4. 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE EACH SIDE) PRIMARY 2" X 2" -- - I (B) -3/8" 0 CONCRETE SCREW X 0.125" ANGLE � 'O •• (813)788-5314 #2 ANCHOR INTO SECONDARY 1 (2) 410 X 3/4" SMS FASTENING ANGLE(TYP EACH SIDI COLUMN TO PRIMARY ANGLE a STA OPTION #1 OPTION TABLE) O O (TYP EACH SIDE) (4)#10 x 1" SMS RECEIVING CHANNEL O 1" X 2" BASE MEMBER E-mail-erb@fbcplans.com INTO SCREW OR ANGLE EA. SIDE (typ) (TYP EACH SIDE)✓ NOTE: WHEN USING OPTION #2 '"N 5" BOSSES (.0625" THICKNESS) ANCHOR SPA (MIN) (TYP)(SEE TABLE - 3/8" 0 CONCRETE SCREW !! , PROFESSIONAL I ER SEAL CONNECTION CABLE MUST BE MIN. — — — — — —_ — — — ® A d ANCHOR INTO PRIMARY ANGLE AND @ 1/4" 0 CONCRETE ENGINEER OF RECORD: WITHIN 6" OF CORNER OR ® ® ® • 1/8" ALUMINUM 3" (MIN) SCREW ANCHOR @ David W. Smith P.E. CLIP MAY BY PLACED ON 5° TOP OR SIDE OF DECK W/ PRIMARY MEMBER. PLATE @ 45° 1" X 2' X 1/8" ANGLE 2"X2" OR 2"X3" 2 #lOx 3/4" SMS 24" O.C. BETWEEN COLUMNS DOUBLE COMPRESSION [(2) 3/8"X 3" SLEEVE OF SLEEVES TOP OF TopANP�tdOR PURLIN OR GIRT ( ) (typ) EA. LEG) (TOTAL 8 SCREWS EA. CONNECTION) H PURLIN OR GIRT TO BEAM OR POST DETAIL S 4 SCALE: NTS Column Size 1/4"&3/8" 0 Concrete Screw Anchor B Min. Spa 2x3-1/4" 0 0" 2x4-1/4" 1 3" 2x5 1 3" 2x6 1 4" 2x7 1 5" 2x8 2 3" 2x9 2 4" 2x10 1 2 4.5" NOTES: (TYP EACH SIDE) FLORIDA LICENSE: 53608 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E FBC Plans & Engineering ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. 2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING FLORIDA LICENSE: 38654 SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW Myron Max Neal P.E. SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES. LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING FLORIDA LICENSE: 86663 WHEN A PAVER DECK IS PRESENT. Joel Falardeau P.E. 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED FLORIDA LICENSE: 70667 6272 Abbott 6272 Abbott Station Dr. Unit 101 S tion ENGINEER. Erik Stuart P.E. 4. 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE ZephPh# CONNECTIONS AS 2X4 SHOWN IN TABLE. FLORIDA LICENSE: 77605 5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG FBC Plans & Engineering SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES. lneerin g 6.2X2X.045 DOORJAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 Services, Inc. G MEMBER. 2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS 6272 Abbott 6272 Abbott Station Dr. Unit 101 S tion ZephPh# S-4 SCALE: NTS (813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com NOTE: WHEN USING OPTION #2 '"N 5" Website-www.fbcplans.comC.O.A.-#29054 CONNECTION CABLE MUST BE MIN. STEEL OPTION #1 - A-36PLA WITHIN 6" OF CORNER OR ® ® ® • 1/8" ALUMINUM CLIP MAY BY PLACED ON 5° TOP OR SIDE OF DECK W/ PRIMARY MEMBER. PLATE @ 45° 1" X 2' X 1/8" ANGLE DATE: 10/09/2019 DOUBLE COMPRESSION [(2) 3/8"X 3" SLEEVE OF SLEEVES TOP OF TopANP�tdOR ANGLE W/ 1" ( / BREAK @ 90° W/ 4) #12 X 3 4" SMS ° DRAWN BY: TLK CONCRETE ® ® (TYP TOP AND SIDE) 5/16" EYE BOLT REVISION: DATE: 4" NOMINAL SLAB ® ® W1 LOCK NUT & MINIMUM d WASHER EA SIDE `' RO1 d 1/8" DIA. STAINLESS (9) #14 X 3/4 SMS -, RO 2 d d STEEL CABLE @1" O.C. RO 3 3/8" 0 x 3" MASONRY 2500 PSI CONCRETE W/ 3/8" WELDED STAINLESS STEEL EYE BOLT R04 ANCHOR (MIN 3-3/4"—/OPTION #1 WELDED WIRE OR (8) #14 X 3/4 SMS OPTION #?J EMBEDMENT) (4" SLAB ONLY) FIBERMESH Job# 19_1007_123 Side View STAINLESS hCABLE 2500 PSI CONCRETE W/ 1" 0 (MIN) WASHER BENEATH NUT PROJECT ADDRESS: J WELDED WIRE OR KIGHT TOP OF CONCRET FIBERMESH ® ® _ ® ® • • 1971 1VIIPAULA CT Nl�125" ATLANTIC BEACH, FL 32233 4" NOMINAL SLAB Top View 3/8" 0ADJUSTABLE EYE ° �� MINIMUMd d FOR BOLT FOR CABLE TENSION ® CONTRACTOR: 1-1/2"X 5-1/2"ALUMINU OPTION #2 • 1/8"05TAINLESS TROPICAL ENCLOSURES STRAP W/ (2) 3/8 "0 X 3" OPTION #2 STEEL CABLE BY MASTERSCREENS INC. MASONRYANCHOR (MIN 3-3/4" EMBEDMENT) (USE WITH FOOTING) JACKSONVILLE, FL 32224 PERIMETER FRAMING 2"X2"X 1/8" ANGLE J1 45°ANGLE CABLE TO FOUNDATION CONNECTION DETAILON Side View DETAILS E: S_q SCALNTS OPTION #1 J2 CABLE CONNECTION AT CORNER S'4 SCALE:NTS S -4 OFFICE COPY rj l,l r Revision Request/Correction to Comments **ALL INFORMATION �s # HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. WPC 800 Seminole Rd, Atlantic Beach, FL 32233 ``' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:/9 —L19—©p BIS Revision to Issued Permit OR ❑ Corrections to Comments Date: / Project Address: 1 9 r/ I /11. IP 4L'LA �QV/1T Contractor/Contact Name: N.k ( }<K1 J)UlL H 1-rA Contact Phone: • g'Q9/7 —3 5 0 0 Email: /1-t.,X}-tiO4 entOPICALI--71,4 CI..O.Svrj•,t C,,.\ Description of Proposed Revision/Corrections: LLDu-D /J obt 1 " - S` rkr... ' .. 1 L. JAN 1 0 2020 I Jif Yn. ?11}It f. )Lj affirm the revision/correction to comments is inclusive bf'th4ropose`re(i'angpg:r (printed name) ;`' h, i-L • Will proposed revision/corrections add additional square footage to original submittal? XNo ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional incr-: - in building value to original submittal? XNo ❑*Yes (additional increase in building va .e. ) (contracto ust sign if increase in valuation) *Signature of Contractor/Agent: e ice Use Only) Approved ❑ Denied 1 i Not Applicable to Department Permit Fee Due . 50.00 Revision/Plan Review Comments /r) — vp plOCvmP✓i Is e fl/ De artment Review Required: Building anning&Zoning Reviewed By Tree Administrator Public Works Public Utilities /— /11"p1-Q Public Safety Date Fire Services Updated 10/17/18 NOTE: DOOR LOCATION MAY BE DETERMINED IN THE FIELD 0 0 I r -- t-5._2» L c._2"-4-5'— , c,-2�,-->_2„�_5,-2>,�,_2, �J �J 30'-10” 0 CD I r- 2 2(typ) 2x2(typ) HOST GABLE !ROOF Fw ED O M 2x2(typ) c0 m 2x2(typ) 2x2(typ) J2 J2 O I Un Un C C m - m N X N S-4 X S-3 Ln n (n Ln (n Ln Un Ln N N X N x N x N x S-3 N x N 2x22x2 2x2 t-5._2» L c._2"-4-5'— , c,-2�,-->_2„�_5,-2>,�,_2, �J �J 30'-10” 0 CD I r- N ` 24'-10" S-4 REVISION BP# 6c-1 Q— /,,^ 9' 3 DATE_ L_ / 1.!4 / 2 � SIGNED J7 OFFICE COPY JAN 10 2020 Bonding Dr gUt irtraio nt Na. $6663 0�STATE F ��/ ! ll PRO VnQj �NAA `SEAL ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE: 38654 Myron Max Neal P.E. FLORIDA LICENSE: 86663 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhills, FL 33542 Ph#(813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.fbcplans.com C.O.A.429054 DATE: 10/09/2019 DRAWN BY: TLK REVISION: DATE: RO1 11/26/2019 RO 2 RO 3 R04 Job# 19_1007_123 PROJECT ADDRESS: KIGHT 1971 MIPAULA CT ATLANTIC BEACH, FL 32233 CONTRACTOR: TROPICAL ENCLOSURES BY MASTERSCREENS INC. JACKSONVILLE, FL 32224 FLOOR PLAN S-2 2 2(typ) 2x2(typ) ED O M N m c0 m M J2 J2 O I Un Un C S-4 S-4 d X X �t X S-4 X O I N N N N 2x22x2 (tYP) 32" BLK WALL BY POOL CO. (tyP) CD N ` 24'-10" S-4 REVISION BP# 6c-1 Q— /,,^ 9' 3 DATE_ L_ / 1.!4 / 2 � SIGNED J7 OFFICE COPY JAN 10 2020 Bonding Dr gUt irtraio nt Na. $6663 0�STATE F ��/ ! ll PRO VnQj �NAA `SEAL ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE: 38654 Myron Max Neal P.E. FLORIDA LICENSE: 86663 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhills, FL 33542 Ph#(813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.fbcplans.com C.O.A.429054 DATE: 10/09/2019 DRAWN BY: TLK REVISION: DATE: RO1 11/26/2019 RO 2 RO 3 R04 Job# 19_1007_123 PROJECT ADDRESS: KIGHT 1971 MIPAULA CT ATLANTIC BEACH, FL 32233 CONTRACTOR: TROPICAL ENCLOSURES BY MASTERSCREENS INC. JACKSONVILLE, FL 32224 FLOOR PLAN S-2