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1766 Beach Ave ACC19-0075 Relocate Deck/Stairs RESIDENTIAL OTHER PERMIT PERMIT NUMBER 01- A 1A I.' CITY OF ATLANTIC BEACH ACC19-0075 800 SEMINOLE ROAD ISSUED: 11/14/2019 "+ ATLANTIC BEACH. FL 32233 EXPIRES: 5/12/2020 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: RESIDENTIAL OTHER SINGLE OR RECONFIGURE/ RELOCATE 1766 BEACH AVE TWO FAMILY RESIDENTIAL $5000.00 OTHER DECK AND STAIRS TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169603 0500 OCEAN GROVE UNIT 02 COMPANY: ADDRESS: CITY: STATE: ZIP: BOSCO BUILDING CONTRACTORS 2158 MAYPORT RD ATLANTIC BEACH FL 32233 OWNER: ADDRESS: CITY: STATE: ZIP: MAGLEY KIMBERLY E 1766 BEACH AVE ATLANTIC BEACH FL 32233 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. Issued Date: 11/14/2019 1 of 2 A •"�, � � RESIDENTIAL OTHER PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ACC19-0075 ISSUED: 11/14/2019 800 SEMINOLE ROAD `j ATLANTIC BEACH. FL 32233 EXPIRES: 5/12/2020 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. 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 4 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 5 PUBLIC WORKS ADDITIONAL COMMENTS PUBLIC WORKS INFORMATIONAL Notes: This property is already over the impervious area allowed by City code. No additional impervious area can be added. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 BUILDING PLAN REVIEW RESUBMITTAL FOURTH AND 455-0000-322-1006 0 $100.00 CONSEQUENT BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.18 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.45 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $478.63 Issued Date: 11/14/2019 2 of 2 ol.A.�;y� City of Atlantic Beach APPLICATION NUMBER ' Building Department (To be assigned by the Building Department.) f 800 Seminole Road -co-7s �., Atlantic Beach, Florida 32233-5445 `A AOC` �� � e cc Mn '4111 Phone(904)247-5826 • Fax(904)24 845�EP 2 2li , ,-;3 9'. E-mail: building-dept@coab.us LI Date routed: f ( l City web-site: http://www.coab.us py:___ APPLICATION REVIEW AND TRACKING FORM Property Address: ( I �P(p SEACA4 R v-e Department review required Yes No reuildin� Applicant: C)S C, 0 P- 0 I Ltd L12—\ r_____fanning &Zonin j Tree Administrator Project: RE' wN: -t (';U2_L L Cts `Public Works , C �'FUbIic Ufilities----y R E(_o C -t Sy-A(t 2—S Public Safety Fire Services Review fee$ Dept Signature Other Agency Review or Permit Required Review Receipt Date of Permit or 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: APP .ICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b, � ,�&7�. � Date: f iJ/y 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. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 174 ilita ,4(.6 /r- ocy,r o gogiro° .170040 lekei /Vrt K /2 ) if /1 -r X 1p sg,_4_ 7" 3 • A/alloy e 40_ ( Zry qi t r irircp j).„0 x1/27 keterfko ickftviy of k,-1°1 &fii/h 1-16reoz kf" WOE& ZzO' X0.36 " 7 " ti P--111 d1Q0611, eat: 4SyLy; City of Atlantic Beach APPLICATION NUMBER i Building Department (To be assigned by the Building Department.) '` '� 800 Seminole Road ;!1� (� l -0O-75 0.75 j._;. / Atlantic Beach, Florida 32233-5445 Iy\ e `q v . / Phone(904)247-5826- Fax(904)247-5845 / IV 9 E-mail: building-dept@coab.us Date routed: g i t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ( 7(1, SeAcH Rve Department review required Yes No �uildin Applicant: CDS(-', Q ()- 0 I LC L-12_--� -tanning &Zone Tree Administrator Project: �� C j/\_) ( (;02(� C1(._ publicWorrkt ublic tilities--, R 6LO C Ac i c't�4 t 2S 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. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: r- « Date: 9/7-4, TREE ADMIN. Second Review: ['Approved as revis d. nDenied. ['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 City of Atlantic Beach APPLICATION NUMBER t-, sa Building Department (To be assigned by the Building Department.) 800 Seminole Road r� _007,5 Atlantic Beach, Florida 32233-5445 �a lq Phone(904)247-5826 • Fax(904)247-5845 / I g 9 E-mail: building-dept@coab.us Date routed: ( ` l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I (4( c AC t Rye Department review required Yes No rauilding Applicant: I0-SC_ ()- uPanning & Tree Administrator Project: RC.:.0/•\:.) -( IMF- • —"�ublicWorlc�� ublic J_ t rR 6 L O C Ac-i S (A( 2—S Public Safety Fire Services 'ate., ., W°$ 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. ❑Not applicable (Circle one.) Comments: BUILDING C. ed e/e�/�f�Gtxf / D reef PLANNING &ZONING Reviewed by: /% Date: ci -2 y-f e 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 Revision Request/Correction to Comments ** INFORMATION 0=A?�, HHIGHLIIGHLIGHTED IN '� r7 City of Atlantic Beach Building Department GRAY IS REQUIRED. r � '�� y 800 Seminole Rd, Atlantic Beach, FL 32233 914 Phone: (904) 247-5826 Email: Building-Deot@coab.us PERMIT* 1ac i -O07S I1 Revision to Issued Permit OR 171 Corrections to Comments Date:_ I 1 l Project Address: l 70(Q 13 `\ VE 111 Contractor/Contact Name: 13O CO C.af Z4c ink_ S i N C Contact Phone: (1(14 - z41 - 0320 Email: *odd bocccc c .cv 233 - 01°`- Description of Proposed Revision/Corrections: c 1 D £U V UNE Tb NOV 6 2019 Builc!ing Department I TWO 06ct affirm the revision/correction to comments is inclusij f fgii;iu posiid gins-Oki, FL (printed name) • Will proposed revision/corrections add additional square fo a to original submittal? 211No [1 Yes(additional s.f.to be added: • Will proposed revision/corrections add additional increase in buildin ue to original submittal? �No 1__]*Yes(additional increase in building value:$ ) ntractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) p Approved ❑ Denied LI Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: =��uilding RE-Zoning Reviewed By Tree Administrator Public Works Public Utilities _ _ I Public Safety Date Fire Services Updated 10/17/18 City of Atlantic Beach APPLICATION NUMBER JS P ns‘ Building Department (To be assigned by the Building Department.) 800 Seminole Roadi _V 73 Atlantic Beach, Florida 32233-5445 IaCI tq v Phone(904)247-5826 Fax(904)247-5845 I ;*.4 0;119%' E-mail: building-dept@coab.us Date routed: l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (o EEJ:kC4 R 1lC De art`t review required ; YrNo Applicant: ©S C. O (2)0 (L ng &Zonin Tree Administrator Project: RGC.,01\-) t ublic WorTc�1 ublic utilities r� t✓LdC�[L S- AtrS Public Safety Fire Services Review fee $ 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. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONINGq Reviewed by: in Date: 9' 7• TREE ADMIN. Second Review: Approved as revised. dni . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES // ` -/J_/q �� %/ PUBLIC SAFETY Reviewed by: {� , f Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date:/I-7-1 Revised 05/19/2017 , , OFFICE COPY Revision Request/Correction to Comments **AIG INFORMATION IN � HIGHLIGHTED IN J� it City of Atlantic Beach Building Department GRAY IS REQUIRED. ' 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#X R�l9 -007 5 ❑� Revision to Issued Permit OR ❑Corrections to Comments Date:1 1 il e Project Address: 17 to `. V ' `�-� , i'6 v t Contractor/Contact Name: @( S( 0IJ L Di`' C,-) coo ' ( i'cs NC' Contact Phone: "f v)ii -24\ 0 Z 0 Email: 6d B ( sco C)c_- co if'I Description of Proposed Revision/Corrections: ADOEO PO i .A5 F 1M \ lL-i J0(‘I4O ve ' 1 TODD 14 66,5C affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) 7 II proposed revision/corrections add additional square footage to original submittal? No M Yes(additional s.f.to be added: ) • ll proposed revision/corrections add additional increase in buildin• ue to original submittal? i ? No *Yes(additional increase in building value:$ ) Contractor must sign if increase in valuation) — *Signature of Contractor/Agent: // / A (Office Use Only) ❑ Approved 4 Denied ❑ Not Applicable to Department Permit Fee ue$ Revision/Plan Review Comments S/,J) m;-s Sill//Is , )t -fay W.,2 I.crn aeg v.-ilkec De t Review Required: ,M uildin� /" , nning&Zonin Reviewed By Tree Administrator Public Works Public Utilities /0- /7- / ' Public Safety Date Fire Services Updated 10/17/18 • / , �, lei', �' 'App. `t, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD OFFICE COPY ATLANTIC BEACH, FL 32233 < (904) 247-5800 CBUILDING REVIEW COMMENTS Date: 10/18/2019 5r,� -P'►+a; I /1"Y #: ACC19- Site Address: 1766 BEACH AVE Review Status: Denied RE#: 169603 0500 Applicant: BOSCO BUILDING CONTRACTORS Property Owner: MAGLEY KIMBERLY E Email: TODD@BOSCOCBC.COM Email: MAGLEYKIM@GMAIL.COM Phone: 9042410320 Phone: 9043188109 9044228060 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. I am going to rephrase comment#4 from my first review which was not answered. Please submit framing attachment details including the fasteners to be used for the posts and mid-span post for the hand rail system, showing via a drawing, how they will be attached to the deck framing. 2 copies. 2. Other comments may be added after resubmittals. 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 indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left OFFICE COPY Revision Request/Correction to Comments **HIGHLIALL HIED I ON 046-74, 1i, . HIGHLIGHTED IN ' 4, City of Atlantic Beach Building Department GRAY IS REQUIRED. -Imp, 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-DeptPcoab.us PERMIT#:,( 7- ❑� Revision to Issued Permit OR ❑Corrections to Comments Date:/I/0/SN/`, Project Address: J 71 N e c4( 41<t-e Contractor/Contact Name: /B/CcO 1S1n.406'• CP,v'i2//C7 IR J — --719,017 Acca Contact Phone: 994.a 41-032-P Email: r aPd /jo1Ct C8G . c/f Description of Proposed Revision/Corrections: /fa)03 p /D few /v 1)4 W/%?f 5,1% CG.,r 'et,7c7�✓ 44/4./,v ,9-c,j0 D GFz)Gere_ ~/74,170.1/ CIt 1/% affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) rI• Will proposed revision/corrections add additional square footage to original submittal? No El Yes(additional s.f.to be added: EJill proposed revision/corrections add additional increase in buildi ue to original submittal? No u*Yes(additional increase in building value:$ )(contractor must sign if increase in valuation) *Signature of Contractor/Agent: l/ (Office Use Only) pproved ❑ Denied ❑ Not Applicable to Department Permit Fee Dues. CC) Revision/Plan Review Comments aec/ /A e /10)-01" o✓1 p i (r (ch. )c-Ivo/ 0 (a(,✓,Vuc r c✓a s noev g; 6.4/ o-u rif er, 1 i--acc rp Lk J ism- 4-hvr Apr rft-a Department Review Required: Building ? rnn Planning it-Zoning /J` Reviewed By Tree Administrator Public Works Public Utilities / 0 -3/ -147 Public Safety Date Fire Services Updated 10/17/18 CITY OF ATLANTIC BEACH 'ss 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 11/4/2019 Permit#:ACC19-0075 Site Address: 1766 BEACH AVE Review Status: denied RE#: 169603 0500 Applicant: BOSCO BUILDING CONTRACTORS Property Owner: MAGLEY KIMBERLY E Email: TODD@BOSCOCBC.COM Email: MAGLEYKIM@GMAIL.COM Phone: 9042410320 Phone: 9043188109 9044228060 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 Red Line notes on the DIG Architectural drawings were not made by the EOR, G.W. Gartner and therefore will not be acceptable for the intermediate hand rail post attachments for the 2nd floor deck system. 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 indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left OFFICE COPY ". , Revision Request/Correction to Comments **ALL INFORMATION . yy HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ILL l 00-75 11 Revision to Issued Permit OR t Corrections to Comments Date: 1 (t 1 l Project Address: I 74 Vi L J V�' t Contractor/Contact Name: ,Osco BJ i U) (/ ) G cool cTok._i S (N C Contact Phone: 1(1 1 — 241 — 6370 Email: ±OCY ) bcccoc.bc ��►'i 233 - 410 Description of Proposed Revision/Corrections: FE IVUNS ( . S¢ NOV 6 2019 Building Department I TO 06(_04 affirm the revision/correction to comments is incluscjtf EEM'b�p8skdFtaciaei, FL (printed name) • Will proposed revision/corrections add additional square fo a to original submittal? l�No Yes(additional s.f.to be added: • Will proposed revision/corrections add additional increase in buildin ue to original submittal? No 'l*Yes(additional increase in building value:$ ) ntractor must sign if increase in valuation) *Signature of Contractor/Agent: - (Office Use Only) E A roved ❑ Denied ❑ Not Applicable to Department Permit Fee t ue dd De, PP PP P $ 1 Revision/Plan Review Comments Department Review Required: wilding • Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 Building Permit Application Upd ited10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Fax: (904) 247-5845 Email: Building-Dept@coab.us IS REQUIRED.�� `` Job Address: - ,l7(; t I)3- �c /We Permit Number: l QC 1 l` VV 73 Legal Description ,'(9 ' 1'0 m ' - • 1L 4 RE# / 6. ) (;c Valuation of Work(Replacement Cost)$ a Heated/Cooled SF Non- Heated/Cooled • Class of Work: New ❑Addition DAlteration DRepair ❑Move ❑Demo ❑Pool DWindow/Door • Use of existing/proposed structure(s): QCommercial Residential OFFICE COPY • If an existing structure,is a fire sprinkler system installed?: ❑Yes lNo • Will tree s be removed in association with •ro.osed .ro•ect? es must submit se.arate Tree Removal Permit IIINo Describe in detail the type of work to be performed: R4 Joca4e- R ea,r1 61a/C 4-7-117,d7 kyiS7/ Pas KjQ ���e Tp s 7-7,7 Florida Product Approval# for multiple products use product approval form Property Owner Information Name 2S i/1 ti 1Ly `•' "I Act- y Address //il ,'4 4 // 19!/, • City /R 1 L- . g c_k State J=L Zip 3 1 x,3.2 Phone /4i 4-- 3 i d' '%0 `1 E-Mail /'^i-J y/-f y k/i''1 Com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) n/a Contractor Information Name of Company js'tJ)C C C0_4/11',14<j d?S L,i C Qualifying Agent 7--49,/,P / �d2 C C. Address /s? r)Ay i 't,r �C'D. / City Tffc /ii State fL Zip 3 2-) 3_3 Office Phone -70 4-- ,74-I-0 3 )-c Job Site Contact Number )Z2,4- - 0.3 yC f State Certification/Registration#C, 2 f E-Mail Tit pp(6, Architect Name& Phone# 17/6' /3 2614 r i AF-GYM'- ' l.•l- ' 9t-ie 3-- �•-� f Engineer's Name& Phone# &Lie i p.)-ft 6`13 AC-e- 91¢- -2— Workers Workers Compensation Insurer )(J,t/L 14/..51-E/1/4,14-7.0":41f Celr'OR Exempt n Expiration Date r/r ?--03.0 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws 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, CONSULT WITH YOUR LENDER OR AN A OA' FORE RECORD! YOUR CE I/COMMENCEMENT. 4/ t, , e/ (Signature of Own/or t t) (Signature of Contractor) Signed and sworn to(or affirmed) before me this 1- day of Signed and sworn to(or affirmed) before me this ?day of 4N1U5J'; /70/9 , by IA /q14 -e1 4(C1/!T, .?O/ f, by 1/ Dscu (Signature of Notary) (Signature of NoCary) www.w� WILLUW t_POPE ---_ _ a� MY COMMISSION 1 FF 212630 :si•' '•'1= WIWAM L POPE [ ]Personally Known Personally Known OR pCOMMISSIONrFF2q�30 [ ]Produced Identific i �'!ci •EXPIRES:October 19,2019• [ ] Produced Identification .a EXPIRES:October 1�,ZC1g • Ri gh s• Bonded Thru Notary Public linden •/Mrs a -• .. BondedTbn,rtlep„hyo , NOTICE OF COMMENCEMENT OFFICE COPY Army 4- -1F- /QCC/q -cao7r State of 1-1 iR IP i Tax Folio No. County of 0W✓f4 L• , 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: ?0—?(9 ©y`2-s-- ?-9g- . II f- OGe/?A/ -ego c, ' 1-14/1`.7-a. Lor 7 (A/ iv S3r.3 f- 0T ) j -610v'r 1,0 r (- Address of property being improved: 9 74 6 J - 19-C N A 1'1= ' R-7-1-• /C,Mj/c `' General description of improvements: P 4 Cic Owner: KIM/1gR1-V t% /114r ‘11•-YY Address: / 7bL 8M-GN /IV/ - /i7l.• ecA, IL Owner's interest in site of the improvement: 1.Z. --1.I O--ede--e Fee Simple Titleholder(if other than owner): ..4///1- - Name: Contractor: TCDD /90 S G 0 131 Address: oZ J fib. /'1 0 176 g-t' /dip — Txtt e.s t?r!/i%/t4/ fi- 3 y'-3 f Telephone No.: 9d 4 ' 7- f-/' 0 7 1-.° Fax No: 9�¢- � 2—+I Surety(if any) ./v//f Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: y7/4 Address: Phone No: Fa,i 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: A/14 • _ 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: - i#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: 4 Mt./ / Date: sl z 7/i s Before me this V-y '•` da/.f I/Yu6-(/fr in the County of Duval,State Doc#2019207347,OR BK 18924 Page 1434, Of Florida,has personally appeared /<1.41 /')4(I-8 V Number Pages:1 Notary Public at Large,State of Florida,County of Duval. Aj� -`i/ ' Recorded 09/09/2019 11:40 AM, My commission expires: O-- RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Personally Known: 3( or COUNTY Produced Identification: RECORDING $10.00 ' �M1+IttlAfi/iLPOPi; ' ,; ...,*':::1 MY COMMISSION 1 FF242M .��.a EXPIRES:October 19,2019 k14,gJWs Bonded Thru Notary Public Und§rwater4 4 TOY"_ 4 r—. MAP SHOWING BOUNDARY SURVEY OF LOT 7, (EXCEPT THE WESTERLY 83.34 FEET) OCEAN GROVE UNIT NO 2, AS RECORDED IN PLA T BOOK 20 PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA AND THE FOLLOWING AS DESCRIBED IN DEED RECORDED IN DEED BOOK 1361, PAGE 393 OF SAID PUBIC RECORDS COMMENCE AT THE NORTHWESTERLY CORNER OF LOT 33 NORTH ATLANTIC BEACH UNIT #1, R-CB-S CORPORATION, ACCORDING TO PLAT RECORDED IN PLAT BOOK 15 PAGE 10 OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE WESTERLY ALONG AN EXTENSION OF THE NORTHERLY LINE OF SAID LOT 33, A DISTANCE OF 25 FEET MORE OR LESS TO THE WEST SIDE OF GARAGE APPROACH ROADWAY (SAID ROADWAY BEING INDICATED ON SAID MENTIONED PLAT) FOR A POINT OF BEGINNING OF THE LAND HEREBY CONVEYED; THENCE SOUTHERLY ALONG THE WEST SIDE OF GARAGE APPROACH ROADWAY, A DISTANCE OF 50.06 FEET, MORE OR LESS, TO A POINT LYING IN AN EXTENSION OF THE SOUTHERLY LINE OF SAID LOT 33, IF EXTENEED IN A WESTERLY DIRECTION; THENCE WESTERLY ALONG A LINE COINCIDING WITH THE SOUTHERLY LINE OF SAID LOT 33, IF EXTENDED IN A WESTERLY DIRECTION (THA T IS TO SAY, PARALLEL WITH THE SOUTHERLY LINE OF EIGHTEENTH STREET) A DISTANCE OF 50 FEET TO A POINT; THENCE NORTHERLY ALONG A LINE PARALLEL TO THE WESTERLY SIDE OF SAID GARAGE APPROACH ROADWAY, A DISTANCE OF 50.06 FEET, MORE OR LESS TO A POINT LYING IN AN EXTENSION OF THE NORTHERLY LINE OF SAID LOT 33 IF EXTENDED IN A WESTERLY DIRECTION; THENCE EASTERLY ALONG A LINE COINCIDING WI TH THE NORTHERLY LINE OF SAID LOT 33, IF EXTENDED IN A WESTERLY DIRECTION, A DISTANCE OF 50 00 FEET TO THE POINT OF BEGINNING IN THE WESTERLY SIDE OF GARAGE APPROACH ROADWAY. OFFICE COPY POINT OF POINT OF REFERENCE Z BEGINNING 6 w N89 39'36"E -:_1,_S 0' P 4:r ch (7) 25± N86'13'12"E 41.66' jit J 14.2 O 3 J.J o o F D 83. 4' C w w 1111. 0 24.7° 3.4° 9.4° 20.6' U W o p k 3— TORY STUCCO w BRICK PAVERS e. r�` cc #17 6 to v Q " W 21.0' pO 20.x° tio 5.4' 9.4° Fry.y Tv � no 5.4' o Oi I3 o a o N a 11.5° x i, S89'39'36"W 50.00' W 91U11 \ � " r \ o o V Z. NO N 0 83 34' ., - S8713'12"W 41.66' ALL CORNERS FOUND 1/2' IP'S NC) ID FENCES ARE 6' PVC CERTIFIED FOR: KIMBERLY MAGLEY THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD INSURANCE RATE MAP 407 FOR DUVAL COUNTY, FLORIDA, DATED 11-2-18 . AND IS SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUTE A CERT7FCATION OF SAME. TRI—STATE LAND SURVEYORS, INC. 5875 MINING TERRACE #209, JACKSONVILLE, FLORIDA 32257 (904) 880-2535 LEGEND BEARINGS BASED ON—SW LINE AS SHOWN. CM CONC. MON IRON PIPE REBAR THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. RB R/W RIGHT-OF-WAY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL s/w SIDEWALK OF A FLORIDA LICENSED SURVEYOR AND MAPPER. CDRIVEWAY COV. COVERED AREA THIS SURVEY BASED UPON DESCRIPTION AS FURNISHED, AND WITHOUT c CENTERLINE BENEFIT OF A TITLE BINDER/ABSTRACT OF TITLE AN9JOR DEED RESEARCH. A/C AIR CONDITIONING PAD . .. (R) RADIAL DISTANCE +..,. .at CONC. CONCRETE SCALE: 1". = 20' GL N M. BRO• = — F .S. 0. 5814 ESM°T EASEMENT B.R.I. BUILDING RESTRICTION LINE _" FIELD WORK DATE 8-29-19 REGISTERED SURVEYOR AND MAPPER, PC POINT OF CURVE PT POINT OF TANGENCY SIGNATURE DA TE: 9-3-19 STATE OF FLORIDA (LB #4921) F.B. 366 PG. 28 COF: 94-3596 ORDER NO. 019-5.3 GENERAL NOTES EPDXY NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER -32.0 APA AND ASCE?-10. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 20-50 22.9 GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITIONS IN COMPLIANCE WITH SECTION 50-100 21.6 301.1.2 OF THE EXISTING BUILDING CODE. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE -24.0 100••200 ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND -22.9 IIENCLOSED AUTHORITIES HAVING JURISDICTION OVER THE WORK. HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. CONSTRUCTION. AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 2X4 SPF STUD 16 ACCORDANCE WITH APPLICABLE SAFETY LAWS. 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. ROOF PITCH: MATCH EXISTING DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 D Q Q W M PSI AND TENSILE STRENGTH OF 2,300 PSI. 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE 12 r TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE 16 SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 12 STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. STORY U _ 5. ALL HOLES SHALL BE CLEANED V ITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS O WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR LAITANCE, DUST, DIRT, AND OIL. tv s:11 6� ELECTRICAL WORK. 2X6 SPF STUD GRD OR NO.2 16 16 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 16 AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS 16 NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE 2X4 SPF STUD CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES DO THE WORK. 16 NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN I ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SHEATHING NOTES CONCRETE NOTES 12 ' ` FOR WALL SHEATHING: 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE 1. FOR STUCCO AND STONE: MIN f" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL VERTICALLY, OR MIN 1fi" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO CONCRETE". WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, 2. FOR ALL OTHER VENEER: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1%" INCHES FOR FOUNDATIONS, AND 3/4' FOR ALL SLABS AND SHALL 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL CONFORM TO ASTM C33. EDGES). 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 3. FOR CURVED WALLS: TWO (2) LAYERS OF .L' PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON 16 16 EDGE AND 12" O.0 IN FIELD. OUTER LAYEF; OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND MIN WITH INNER LAYER. SHIM FRAMING AS DEEDED FOR TIGHT FIT. 16 TERMITE TREATED SOIL. FOR ROOF SHEATHING: 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY 1. FOR SHINGLE AND METAL ROOF: MIN16 ' OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. FIELD. 2. FOR TILE ROOF: MIN 32" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK PANELS AT 12" O.C. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. FOR FLOOR DECKING: 1. MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. GREATER. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND MINIMUM 4" THICKNESS. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". FOR PORCH CEILING SHEATHING: 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 1. MIN 2" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. 10.1. 3 FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED LOAD TABLE COMPONENT AND CLADDING TOR FOUNDATION RE ENGINEER OF RECORD. CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT ROOF: DESIGN PRESSURES LIVE LOAD: 20 0 PSF 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL DEAD LOAD: 7.0 PSF EXCEED SIX (6) COURSES IN HEIGHT. CEILING: 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE LIVE LOAD: 0.0 PSF FILLED. LIVE LOAD -STORAGE: 30.0 PSF FRAMING NOTES DEAD LOAD: 5.0 PSF FLOOR: 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, LIVE LOAD: 40.0 PSF RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. DEAD LOAD: 10.0 PSF 2 DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TAB N DECK LIVE LOAD: 50.0 PSF EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100••200 20.8 -24.4 20.8 -22.9 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d = 0.131" x 2-1/2" EXISTING WALL FRAMING 10d = 0.148" x 3" 12d = 0.148" x 3-1/4" 16d = 0.162" x 3-1/2" 4" DECKING, FASTEN WITH (2) i" DECK SCREWS PER 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE INTERSECTION. FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. LUS210 2X12 JOISTS. EXTERIOR WALL STUD SPACING LEO THIS SHEET. BRITTLE FINISH FLEXIBLEFINISH 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED WIND LOADS: BEARING 0 EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT WIND SPEED: 130 MPH FOOTING TO BEAR ON APPARENT. EXPOSURE: C U IMPORTANCE: 1.0 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. BUILDING CATEGORY: IIENCLOSED 11 FT 12 FT BUILDING: 9 FT 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. INTERIOR PRESSURE "' 2X4 SPF STUD 16 COEFFICIENT: 0.18 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. ROOF PITCH: MATCH EXISTING 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d = 0.131" x 2-1/2" EXISTING WALL FRAMING 10d = 0.148" x 3" 12d = 0.148" x 3-1/4" 16d = 0.162" x 3-1/2" 4" DECKING, FASTEN WITH (2) i" DECK SCREWS PER 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE INTERSECTION. FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. LUS210 2X12 JOISTS. EXTERIOR WALL STUD SPACING 6X6 PT NO.2 SYP POST. BRITTLE FINISH FLEXIBLEFINISH Of WALL HEIGHT (L/360) WALL HEIGHT (L/120) BEARING 0 SIZES AND REINFORCEMENT Z 0 FOOTING TO BEAR ON _ =1 I Itf-� UNDISTURBED SOIL. U Q CONDITION STUD SIZE AND GRADE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 Ff 11 FT 12 FT "' 2X4 SPF STUD 16 12:, � W I 16 16 Q --j D Q Q W M ONE 2X4 NO.2 SPF 16 12 r co I 16 16 16 12 W0;,•� STORY U _ U) F O 0 tv s:11 6� 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 2X4 SPF STUD 16 12 16 12 I I TWO 2X4 NO.2 SPF 16 12 ' ` 16 16 12 I STORY 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 NOTES 1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER WITH 12d COMMONS AT 8" O.C. 2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. (2) $" THROUGH BOLTS. 2X12 LEDGER - (3) 2X12 BEAM. 6X6 PT NO.2 SYP POST. NOTCH FOR (2) PLIES OF 3 -PLY BEAM. 2 ECK BEAM DETAIL LEDGER ATTACHMENT: • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. I EXISTING POOL I N II � II 04 N II 2X12 DECK JOISTS AT 16" O.C. FASTEN ENDS WITH LUS210. i! ii I I ii HUC412--, 24"x24"x12" FOOTING WITH (3) #5 BARS EACH WAY, TYP 6. 6X6 PT NO.2 SYP. ABU66, s"X8" ANCHOR. •0. EXISTING PAVERS REMOVED AND •° REPLACED AFTER FOOTINGS INSTALLED. to u -- 10"X10"X8" PEDESTAL UNDER POST. . (2) 12"X7" #5 L -BARS INTO PEDESTAL. �- 24"X24"X12" FOOTING WITH (3) #5 BARS EACH WAY FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. 1 IER FOOTING 1 0 (2) 2X10 PERIMETER BEAM 2X12 STRINGERS, TYP 3 2X12 STRINGERS, TYP 3 LCE4 2X4 BLOCK UNDER STRINGER. FASTEN TO BLOCKING WITH 1/4"X4" SCREWS AT 12" O.C. 4X4 PT NO.2 SYP ° POST. =1 24"x24"X12" FOOTING WITH (3) -I I #5 BARS EACH WAY UNDER POSTS. , STAIR LANDING SECTION TYPICAL STAIR DETAILS EXISTING RESIDENCE 2X12 LEDGER. 1 I ; -------- I II II I I II II 11 1 1 I I i---------' I II STAIRS PER ARCHITECTURAL ------- i i PLANS u n u I I N I I II II I `. II II 11 II � =77 --- - -, ---- If If ( L � II II jj __r J I 2) 2X8 ii ii ii i! u n u l l 11 II II u u I._ u u u 111 2X6 JOISTS AT 24" O.C. II II U I1 it II II III II II II I II II 11 I II (3) 2X12. SEE (2) 2X8 SECTION FOR 2 HUC412 PLACEMENT. S1.01 SEE ARCHITECTURAL FOR HANDRAIL SPECIFICATIONS. OPTION - POST FOOTING 2X12 STRINGERS, TYP 3. FASTEN TO SLAB WITH A35, (2) 3/16"X2-1/4" TAPCONS IN SLAB. =I�1� i -III i��IIIIIIIIIttIIIIIIIII�iI-. STAIR LANDING SECTION 3/4" = 1'-0" OFFICE COPY REVISION eP# q( -c1 a DATES/�j SIGNED _______jQ2?L: 2X12 STRINGERS, TYP 3. FASTEN TO BLOCK WITH A35. 2X10 BLOCKING. FASTEN TO BEAM BELOW WITH 1/4"X4" SCREWS 2X10 LANDING JOISTS AT 24" O.C. (2) 2X10 PERIMETER BEAM LCE4 4X4 PT NO.2 SYP POST. 4X4 PT NO.2 SYP ° POST. II m �IIIIf STAIR LANDING SECTION 3/4" = 1'-0" 0 0- m m ao M 11 l N > o uj r - m � z z w L: � � g ' o z U 3: o a O U 0 � W � ¢ a m rn T C;O w o 6 � o z 0 w z N of U) 6X6 PT NO.2 SYP POST. � ABU66, 10d NAILS, t"X8" Of ANCHOR. SEE PIER PLAN FOR FOOTING 0 SIZES AND REINFORCEMENT Z 0 FOOTING TO BEAR ON _ =1 I Itf-� UNDISTURBED SOIL. OPTION - POST FOOTING 2X12 STRINGERS, TYP 3. FASTEN TO SLAB WITH A35, (2) 3/16"X2-1/4" TAPCONS IN SLAB. =I�1� i -III i��IIIIIIIIIttIIIIIIIII�iI-. STAIR LANDING SECTION 3/4" = 1'-0" OFFICE COPY REVISION eP# q( -c1 a DATES/�j SIGNED _______jQ2?L: 2X12 STRINGERS, TYP 3. FASTEN TO BLOCK WITH A35. 2X10 BLOCKING. FASTEN TO BEAM BELOW WITH 1/4"X4" SCREWS 2X10 LANDING JOISTS AT 24" O.C. (2) 2X10 PERIMETER BEAM LCE4 4X4 PT NO.2 SYP POST. 4X4 PT NO.2 SYP ° POST. II m �IIIIf STAIR LANDING SECTION 3/4" = 1'-0" 0 0- m m ao M 11 l N > o uj r - m � z z w L: � � g ' o z U 3: o a O U 0 � W � ¢ a m rn T C;O w o 6 � o z 0 w z N of U) Z Q � o N Of as � �/� vJ 0 w Z 0 o v CL Q oT U Q m Of LL U M M �- Z 3- U W N � 0 W z "' tU vQ V > � W W = CO Q --j D Q Q W M U Z U O< (a coM co Y/v Q 0 %':2�; W0;,•� U _ U) F O 0 tv s:11 6� m Id \ U) Z Q � o N as � �/� vJ w Z 0 o v CL Q oT Id \ U) Z Q W as � �/� vJ O Z c) Z J j .� U ILL ILL Q m � U W W_z0 N U M Z �w W� c CO - V N L.(. m B m LL. '/I Aivt %\ Sheet No. S1.01 U N � c rn� to as � d U m co 0 o`o 0 U ILL ILL m U N U M �w c CO - c� x ai m m B m Q w m o M 5; N NN c, Y U O< (a coM Y/v .` %':2�; W0;,•� - (D 593 _ :• ATE F O 000 tv s:11 6� '/I Aivt %\ Sheet No. S1.01 PROJECT SCOPE:— REMOVE EXISTING STAIR FROM SECOND FLOOR AND REPLACE WITH NEW SECOND FLOOR WOOD DECK AND NEW I STAIR TO GRADE AS ILLUSTRATED ON CORRESPONDING DRAWINGS ON THIS SHEET. THERE IS NO CHANGE TO THE LOT COVERAGE DUR TO THE PROPOSED REPLACEMENT. I I I M 4" I I EXISTING BRICK PAVERS EXISTJIG R' PA 10 I ' I I B RAIL DETAIL � I I A101 3/4" = 1'-0" I I 3'- 0°- — — I EXISTING ----------- _ _ — _— _------- I POOL AN SECOND FLOOR %I 9'- 4" o NEW WOOD I b DECK I NEW STAIR TO GRADE � I ----------- — ------ — Y —'— 4x4 P.T. POST 2 I 8' SIDEYARD SETBACK o I 11'-6" m F 1 M 2-1 SITE PLAN v A101 1/8#1 = 1'-0" EXISTING SECOND M FLOOR w— — -- ----—GRAD6E 00 1i2 x 8 CARRIAGE BOLT _ I 4 FRONT ELEVATION 1J2" x 6" LAG BOLT A101 1/4" = 1'-0" (STAGGERED) I I I � ❑ I w I W o Lu EXISTING STRUCTURE a Z 0 co O O I H a ELI , Lu v �! X EXISTING o I BRICK PAVERS I MF( — — EXISTING SECOND FLOOR I -% I PATIO 9'- 4coI 0 0 o Ch 0 0 o O I r _ I I i o I EXISTING Lo POOL I I — — — EXISTING GRADE -a , • I =. .� '. •, •-_ ' _ - ,. • >s GRADE I , DEMO EXISTING STAIR 77 r -N 1 r °.: ��M - - •..a.°:.=° o 0 0 o yDEVELOPMENr h,,�,„ � APp� oV �_oi9 �® 3 LEFT SIDE ELEVATION 1 SITE PLAN -EXISTING R_ uilding DO a, ltrr�ent A DECK DETAIL Aii " = ✓iiy ;� J4 ad <'ef 3$p A101 3/4" = 1'-0" A101 1/411 = 1'-0" A101 /8 1 � 1 11-011 ' REVISIONS G A a 1 119.10.07- CORRECTIONS LETTER�k DG tO 2 119.11.03 - CORRECTIONS LETTER DRAWING PHASE ISSUE DATE66 El o�-PS ••� MAGLEY AND WENDELL RESIDENCE �? - V : o A101❑ BID - w X766 BEACH AVENUE N 0 PERMIT 19.09.04 ® ® ❑CONSTRUCTION - ATLANTIC BEACH, FLORIDA 19.0122 p--AJT'r) � Cash Register Receipt Receipt Number City of Atlantic Beach R11390 ., ,-,,.- IL. DESCRIPTION I ACCOUNT I QTY PAID PermitTRAK $55.00 ACC19-0075 Address: 1766 BEACH AVE APN: 169603 0500 $55.00 BUILDING FINAL** 12/30/2019 RBE $55.00 BUILDING FINAL** 12/30/2019 RBE 455-0000-322-1002 0 $55.00 TOTAL FEES PAID BY RECEIPT: R11390 $55.00 Date Paid: Tuesday, December 31, 2019 Paid By: BOSCO BUILDING CONTRACTORS Cashier: CT Pay Method: CREDIT CARD 093147 Printed:Tuesday, December 31, 2019 2:49 PM 1 of 1 h Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN ( x i' City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 AC'_CI — 007S Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ❑ Revision to Issued Permit OR Corrections to Comments Date: 001/,.Zo Project Address: /?(o e---m +y !4J C Contractor/Contact Name: ,'GtfCc.) / U /C.D/tiL(_ C""� /).7-44C /7i2 ( . /../c` Contact Phone: 90 --Z�3 - 02 U¢ Email: -GdOQ 443.5Y0C,d/ • Cu1 Description of Proposed Revision/Corrections: &-A1‘,-f..ret-i2,f I 7?�?..co $ /rat c O affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) [V Approved 1 Denied I Not Applicable to Department Permit Fee Due$ —0 Revision/Plan Review CommentsPA- (�� /a e V /Z/c - cap/ Department Review Required: `M Bulldin �' nning&Zoning eviewed By Tree Administrator Public Works Public Utilities /.— P-1—^ 0.6 Public Safety Date Fire Services Updated10/17/18 AGO Alexander Grace Consulting, Inc. January 10,2020 Todd Bosco Bosco Building Contractors, Inc. 2158 Mayport Road Jacksonville, FL 32233 Re: Inspection Comments Magley Residence, 1766 Beach Ave.,Atlantic Beach, FL Job Number 19-10-0238 Dear Todd, Per our phone conversation, the inspector believes the posts in the field for the deck are sitting on existing footings. Per the architectural drawings, the old location and the new location of the deck posts are different. Therefore, whatever footings are under the new posts must also be new.Nothing further is required. Please call if you have additional questions. Sincerely, •`�,� MYNF�''., 11 Fie , Geoff Digitally signed = 0 . 59 '8 I • by Geoff Gartner * o. Date: 2020.01 .10 <oR P ' • / Gartner 10:08:48 -05'00' '�lrflif11\\o NN Geoff Gartner, PE FL 59328 OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AI,ID CONDITIONS 3010 South 3'd Street,Suite C • Jacksonville Beach,FL 32250 • 904-241-8010