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586 Vikings Ln RESO19-0029 Porch over Existing Slab ri= RESIDENTIAL OTHER PERMIT PERMIT NUMBER r, 41^ -, RESO19-0029 �� '; v CITY OF ATLANTIC BEACH ISSUED: 11/19/2019 `� 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 5/17/2020 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 586 VIKINGS LN TWO FAMILY RESIDENTIAL PORCH OVER EXISTING SLAB $12000.00 OTHER TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170703 0290 SEASPRAY COMPANY: ADDRESS: CITY: STATE: ZIP: SYNOT CONSTRUCTION 8717 MATHONIA AVENUE JACKSONVILLE FL 32211 LLC OWNER: ADDRESS: CITY: STATE: ZIP: DILLON WILLIAM L 586 VIKINGS LN ATLANTIC BEACH FL 32233-4151 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 EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. Issued Date: 11/19/2019 1 of 2 -0 RESIDENTIAL OTHER PERMIT PERMIT NUMBER " "r CITY OF ATLANTIC BEACH RESO19-0029 ISSUED: 11/19/2019 ,,011 0. v 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 EXPIRES: 5/17/2020 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 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. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $115.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.59 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:$302.09 Issued Date: 11/19/2019 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r,r', f� 800 Seminole Road / �y � �` w zr� Atlantic Beach, Florida 32233-5445 t9 — 00 l Phone(904)247-5826 • Fax(904)247-5845 �•' J,3 9. E-mail: building-dept@coab.us Date routed: t t 1 li 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �8(_Q V.I ({ I 1pr' LK) Department review required Yes-No 1-, Building Applicant: L( N- O T Cc, -r Planning &Zoning TreeAdministrator Project: O Z .4 (7 rG.� S L cPublic 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 Army Corps of Engineers _ Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI TION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING �/�� q Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: _ Date: Revised 05/19/2017 ,-/LAPJj �� City of Atlantic Beach APPLICATION NUMBER fS � Building Department (To be assigned by the Building Department.) 800 Seminole Road R[: J n - /- J a9 ;�F� r�/// Atlantic Beach, Florida 32233-5445 l I.JIJ Phone(904)247-5826 • Fax(904)247-5845 J.il9'' E-mail: building-dept@coab.us Date routed: t L I e, ii 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C(5(0 •Y I (-c t Kpc �J. Department review required Yes No ,`, Building _ Applicant: .-� L( lY©( C) Z Planning &Zoning Tree Administrator I�0 R Q Project: -( U Te—p_- S Lp , k_ 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 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. enied. ['Not applicable (Circle one.)) Comments: Nee ' BUILDING G( S LAGve/ PLANNING &ZONING // I ( -i'- 1`I Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ALL Revision Request/Correction to Comments **HIGHLI HIED I ON HIGHLIGHTED IN /;-'1 !1:-.")" City of Atlantic Beach Building Department GRAY IS REQUIRED. JIM 0 *I ''% 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT It:R: G OV 1 _o- Revision to Issued Permit OR [ Corrections to Comments Date://r /�-- Project Project Address: 1h V , kfly) L.../1./ Contractor/Contact Name: 5 V 0f" ('041 C /14f g01(q4 -.C6 Contact Phone: q9c(96 d- (-- ) V Email: 666 r G L /9c YG0.-, 0 . l "' Description of Proposed Revision/Corrections: S'(4 I VQ") r 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: • Will 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) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Trema ninistrator Public Works // Public Utilities / /— ( 3 - Public Safety Date Fire Services Updated 10/17/18 rS+..,.Lyf7r, City of Atlantic Beach APPLICATION NUMBER JSP Building Department (To be assigned by the Building Department.) (9 - 002_9 -r _ 800 Seminole Road NOV 08 2O ) �= Atlantic Beach, Florida 32233-5445 —� Phone(904)247-5826 • Fax(904)247-5845 -._,Ent 9� E-mail: building-dept@coab.us Date routed: < < / e) /I ci City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �C_ i_�,-, V'i (< l (-ti (.—fc Department review required Yes No building _ _ Applicant: S L(Iv©y Co) r _ Planning &Zoning > Tree Administrator Project: Po 2a�--E 0 y- -g S L 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 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: yr � /..,./ 0"'�Date: 4..,4 7 I. 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 1, Revision Request/Correction to Comments **ALL INFORMATION eI HIGHLIGHTED IN "'' City of Atlantic Beach Building Department GRAY IS REQUIRED. • 800 Seminole Rd, Atlantic Beach, FL 32233 ',.'40:19•,_./Y 7 1 C Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:R e Ol9 -UC}C ❑ Revision to Issued Permit OR 11—Corrections to Comments Date://r /3—2-O Project Address: Oro V i k1 r12) LA/ Contractor/Contact Name: S y✓l0/ (0'1( hl-e..._ !!!/ YSf4c //Ls LA; it"; s7:299- Contact Phone: 4919Y 96 d-- (&flf Email: iii c,L mq a YLr 1--1,.,0 . I " ' Description of Proposed Revision/Corrections: Svvv) a0r1(e .-.( I rwL S —ti\1,- 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: ) • Will 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) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: � ' ' // Building : FIVE :.��l�a��G/ /ciG�/ _, Planning&Zoning Reviewed By Tree_ aministrator NOV 14 2019 0 Public Works Public Utilities RY: 8 1,/ Public Safety Date Fire Services Updated 10/17/18 PUBLIC WORKS PLAN REVIEW COMMENTS Date: // (f'� g Application#: /745‘)/, G�—'� oZ/ Project Address: v / k /1 C / 7 . CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select Driveway All concrete driveway aprons must be 5"thick,4000 psi, with fibermesh from edge of pavement Apron to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0 (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 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. ❑ 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 rS=L% Building Permit Application Updared10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY - `'�% IS REQUIRED. Phone: (904) 247-5826 Email: Building-Deptc coab.us _ UI Job Address: U, Nil V—�`'`cf �1• s- P ci ��.cc�c)..,11.,3 Perm t Number: I\� `_,CIA -L�.)�� Legal Description 2,-•(o+ (1—4s')C1 E sEASilaiNciLJ! ei %'2,vC7..._ RE# 0011;33 b3 - c-122-10 Valuation of Work (Replacement Cost)$ 1a,O3 3 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New OgAddition ❑Alteration ❑Repair ❑Move ❑Demo []Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial tiResidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes 151No • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) )'No Describe in detail the type of work to be performed: pM5 c, ta-.(,:�„ . LX< `rl.�C i__ Florida Product Approval# ft,i�LZ-f-- I22-- for multiple products use product approval form Property Owner Information Name lAj 111 ICAwl L Di Hui', Address 5' V)IU4c 4n"`L City �Gtn{'K, �G,c-t. State 4_, Zip � Ph ne Cs.-( ' S-35-- i,(Cf E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information �� Z.--- J (094- 1 Name of Company M ( ,*- 'rut-41,1,(1 Qualifying Agent _ Address jD,7714 YY1.'+'1/1(( e.sJG, City `YAg,, Sy;;.1pIl.t State -d Zip .' -i_ 1 Office Phone �1U`}' , i 7 -2-('1 5 Job Site Contact Number 1 — i(02.,-- 5i - State Certification/Registration# Ci el S- (i 2s44 E-Mail jr. lrwt`14- p IOd1s ..tt1,,• 4 Architect Name&Phone# Urp,r IOLA 'N, (J. CIOS\ (In-.) -9`10., 14 - Engineer's Name&Phone# OCA?49 1n+ (J\d (-1,2) _`lcll, .'1'1 7- � Workers Compensation Insurer klhn;,,,t1� ,n ,�S. vrot.&Q CI0 OR Exempt 0 Expiration Date Oe 1 I t.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 ATTORNEY B FORE RECORDING Y• R NOTICE OF COMMENCEMENT eL/ i (Signature of Owner or Agent) (Si:/ure of Contractor) I, Signed and sworn to r tr d before me this da of Signed and sworn to(or affirmed)before me this t day of g ed 7 .kit �? ��MOV , o�9, by _.\ • , 1 y , Notary Public Stats o'Florida Notary Pubic State of Florida Jecika Kiyana Weston Jecica Klyana Weston [ ]Personally Known OR i49,1 dr Ex fires 12122/2022 Commission GG 280294 ,lersonally Known V d MN Commission GG 280294 w w Expires 1 212 212 0 2 2 ♦ a 9‘. Ezgres 1 21222 0 2 2 j??roduced Identificati. I Produced Identiificatio Type of Identification: ^t>/ _ Type of Identification: Doc # 2019258109, OR BK 18996 Page 2166, Number Pages : 1, Recorded 11/07/2019 02 : 14 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Perm f 1210l1 -0o.2 q' NOTICE OF COMMENCEMENT OFFICE COPY State of /! Of "1 Tax Folio No. Coumyof r To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information Is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: ,2,5-to 4- - � `� egivi LST ?i i3Lk- 2 Address of property being improved: ( ' S�L�hs �� `-' ( 3 2Z2-) _ General description of improvements: n'S r rrc,1,, Owner: lei+ikka✓tn L 1 t\ Address:., '.A t 1Y r (Ci.. i j c K�1c_ k3eo.o'�, - Owner's interest in site of the improvement: i mr zw•f.Ais. 21.23? Fee Simple Titleholder(if other than owner): 1 Name: (� Contractor: d C 0 7 `' 0 6,-1-'1 8{ z \ Ij" f:urddress: (o 3 L L, YY Q., 1 "p1' 1 1 C.d ) L D;elephoneNo.: L.1 , 2, .1`'1 , Fax No: Surety(if any) — Address. Amount of Bond$ Telephone N• Fax No: Name and address of any pe on making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,othe than himself,designated by owner upon whom notices or other documents may be served:Name: Address: Telephone No: ax No: In addition to himself, owner designates the following person o 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: Address: Telephone No: Fax No: Expiration date of Notice of Commencemen r ' - 3' • on date is one(1)year ' •m the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY 1 1 O • ER �✓lJwv\ p��i c ed: Date: I IJV Q'I e 're?:me this (D day of N!I d 2rm h P/1' the C.unty of Duval,State �f ,has personally appeared s .. 1 3 WJI r.ry Public at Large,State of Florida,County of Dw. 1 , I 441 z ommission expires: -ab`aa- ` P .onally Known: or /l .fir duced Identification. %4a el- U pLuQ Q rf, 0- O J u LL- M O z M 0 O � � U Q J 0-> D C)W O 0 CL, V) 00 U Ell Ld W Q a- ry m e 2 U) Q~ W Z V)W D- N U C) ° U W 0 = m �- LL 0 O � 00 F- O J S01 °11'07"E 99.95' FIELD S01'14'11"E 100.00' 2.0' 00 wool Z uj 0 Z ofm U 6' WOOD FENCE O N - LLW�r f— 0 38.1' IO Lid T- co z Ln Via_ ® c7 U °n) 21.7' V— \O U) Lsj c6 3 W r- z �U W W O p 3 OQ Q z W WQDa_ O o cf) LC) _cr, 0- o U 00 a. 0 Lo bi c!- i a 0 >o U -jr U Q < � l U IY z OO Q z LL U O U (L in -.Q-,m, 00 Q wN Lt- if) cli ®�q O -----� w 4d I F- tf) Q W 1sl Q �> 00 Q 0 Q J W W\ v (D d M _ ca, o Lo M co 21.3 W 01-- >cj� < Z z z Z Lo (n -J)- Z 0 ..� z Ir d O o d - ®(3 V) - Q U \O r - Z CL] - 0 w I z a_ N yQ -' O d i Q (D _ Q/ cn I W J Q Z 0 E O oD 00 F- O J S01 °11'07"E 99.95' FIELD S01'14'11"E 100.00' 2.0' 00 wool Z uj 0 Z ofm U 6' WOOD FENCE O N O� f— 0 38.1' cq CN ® c7 U °n) W V— \/ o b �\ o U) Lsj c6 3 o �U W W O p 3 WQDa_ O o cf) LL O 0 Lo bi c!- i a 0 >o U -jr U Q < � l , 2 o I I Iz a 0 � Q O - U 04 \ O 0 .I Z W J �0- O d 10' 10 / 380' & SEWER EASEMEN DRAINAGE, UTILITY 6' WOOD ENCS ?� ,9'0 rL ' N06®46'00 W 10.0® --- No6'4�6'00 w 99--g_g IELD ---- w w O F- 0 O J Lo f— 0) cq CN z -DU)�I Li (D MLil J z _9 m N WQDa_ O o LL O W Q'- 0 z z V) -jr U IY OO Q z LL U O U (L in -.Q-,m, F- W W m Z __ JD CL. v (nzJ_z - Q Q 0 Q J W W\ M -O > o F- _ ca, o Lo W 01-- >cj� < Z z Lo (n -J)- Z �w0 - ®(3 V) N Ul F- CL] - _J F-OmZ yQ -' CO Q Q/ Z 0 E O 0 Li � �' ti LJ o N U Q d LC.I m �W J � Y U W Z � o W C) U zZ C) 0 00 z -jQ LU L dam- W D� Cf J m o z F-- w Q -� Z W m> 0 �z OQC) z 001- o W m z Om m 0 � W m� (!7 N m o zao < Q 6 -ia m F- cnWp Q QQN <m w Q 0 0 L� clW z D JmM Q� M W0- O F- www WOE > L'i < Q W W OfZ�- �Za Z W �m LLJcn ZO¢ 0 Q zZU)LLJ < <i= U) JmWQ X DOmm 1=- < L Q rn z�w �wf o m `- Cn J = > i- Q�� 0W m Z -i t Df N 00NW1=-0i ozco a w s�� m O U 0E- 0 z��Z J2 Qom Ld c)rmi =0QO >o . z=N - F- LL C) LL- rWw OF W 6.J Z w -j Z J - C) 0 L9® A PORCH ADDITION FOR WILLIAM L. DILLON ct 586 VIKINGS LANE ATLANTIC BEACH, EL 32233 S "Y"NOT C"ONSTRUC"TION LLU"' 6314 MERRILL ROAD JACKSUVILLE FLORIDA 32277 issac199Cyahoo,com 904.962.5694 DRAWING INDEX GENERALNOTES T1-1 TITLE SHEET -SITE PLAN ARCHITECTURAL A1.1 ARCHITECTURAL FLOOR PLAN Al -2-2 BUILDING SECTION E1-1 ELECTRICAL DIAGRAM SITE PREPARATION NOTES IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE A SITE GEOTECHINCAL INVESTIGATION FOR THIS PROJECT, SUB SOIL INVESTIGATION IS NEEDED TO DETERMINE THE BEARING CAPACITY OF THE SOIL AND IF THE SOIL IS SUITABLE FOR THE BEARING CONDITIONS, EXISTING FINISH FLOOR HEIGHT 0.0' ABOVE SEA LEVEL, OWNER TO PROVIDE. I CERTIFY THAT THIS STRUCTURE AS MODIFIED BY THe REFERENCED NOTES IS DESIGNED TO WITHSTAND WINd LOADS RESULTING FOR A BASIC WIND SPEED OF 130 MPH, 3-5 SEC GUST: BUILDING CAT, ONE, EXPOSURE "B":IMPORTANCE FACTOR 1, SEISMIC ZONE A. ALL IN ACCORD WITH SECTION 1609, WIND LOADS and A. 2017 -FLORIDA BUILDING CODE SIX ADDITION. 8, 2017 -FLORIDA BUILDING CODE 6TH ADDITION -ACCESSIBILITY C. 2017 -FLORIDA BUILDING CODE 6TH ADDITION - MECHANICAL D. 2017 -FLORIDA BUILDING CODE 5TH ADDITION - PLUMBING E. 201:7-FBC-ENERGY CONSERVATION. F, 2012 - NFPA 101 G. NFPA 70.2011 NATIONAL ELECTRICAL CODE. H. 2047 Florida Fire Prevendon Code Sixth Edition FURTHERMORE, TO THE BEST OF "MY KNOWLEDGE", THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY AND THE 2017 FLORIDA FIRE PREVENTION CODE - SIXTH EDITION, FURTHERMORE - TO THE BEST OF MY KNOWLEDGE THE PLANS AND SPECIFICATIONS COMPLY WITH 2017 - FSC - SIXTH ADDITION " EXISTING BUILDING. 301.1.1PresorlptNe compliance method. Repairs, alterations, addition$ and changes of occupency complying with Chapter 4 or this code in buildings complying with the Florida Fire Prevention Cade shell be considered in compliance with the provisions of this code. DARBY W.. MCCLOSKEY, REGISTERED ARCHITECT FLORIDA, GEORGIA AND ALABAMA (NOT VALID WITHOUT ORIGINAL SIGNATURE) FLORIDA LICENCE NO. AR-IW96 GEORGIA LICENCE NO. RA -9435 ALABAMA LICENCE NO, 6884 PROPERTY INFORMATION 1. PROPERTY ADDRESS - 586 VIKINGS LN, Atlantic Beach FL, 32233 2. EXISTING LOT IS not IN FEMA FLOOD "ZONE X" "OTHER AREAS" 3. FEMA MAP - 12031CO408J, effective on 11/02/2018 4. MEAN AVERAGE GRADE AVAILABLE UPON REQUEST 5. AREA OF LOT 8,842.0 SQ. FEET. S. RE # - 170703-0290 7. MEAN AVERAGE GRADE HAS NOT BEEN DETERMINED. 8, ZONING - RS -2 9. REQUIRED YARD SET BACKS FOR. - FRONT 20.0, REAR 2D-0, SIDES MUST BE 15-0 COMBINED AND MAY BE NO LESS THAN SO SEPARATELY 10. WATER AND WASTE SYSTEM HAS NOT BEEN DETERMINED, 11. THIS IS NOTA SURVEY, THIS IS A DIAGRAM OF EXISTING CONDITIONS. BRIEF NARRATIVE; OWNER IS CONSTRW-•TING A PORCH ADDITION TO THE FRONT OF THE EXISTING STRUCTUPC, 1 ARCHITECTURAL NOTES (UTIUM NOTATIONS ONLY IFAPPLICABLE TO THIS PROJECT) A. ALL WOOD IN CONTACT VITH GRADE, MASONRY, AUTOCLAVE AERATED CONCRETE, POURED IN PLACE CONCRETE, OR CONCRETE PRODUCTS SHALL BE PRESSURE TREATED. B. PRESSUR'._ TREATED COLUMNS SHALL BE TREATED UC4B GROUND CONTACT, HEAVY DUTY. MICRONIZED COPPER FZOLE.(MCA) C. RETENTION LEVELS FOR P.T. MATERIAL ARE, 06 FOR ABOVE -GROUND USE AND, 15 FOR GROUND CONTACT AND .23 FOR BELOW GRADE APPLICATIONS. D. (if needed) COMMERCIAL DOOR HARDWARE SHALL BE SCHLAGE OR APPROVED EQUAL, E, DIMENSIONS ARE DRAWN TO FACE OF MASONRY, OR FACE OF WOOD STUDS, AND OR CENTER LINE OF COLUMNS SHOWN. F. (11 needed) PROVIDE WOOD BLOCKING AT INTERIOR AND EXTERIOR WALLS FOR ACCESSORIES AND OTHER BUILDING COMPONENTS SUCH AS LIGHT FIXTURES ETC. G. FINISH GRADES SHALL SLOPE AWAY FROM BUILDING A MINIMUM 2% SLOPE. H. IT IS THE 1 LATENT OF THESE DRAWING TO DOCUMENT A CONTINUOUS LOAD PATH FROM THE TOP OF THE BUILDING TO THE FOUNDATION OF THE BUILDING TO RESIST HURRICANE FORCE WINDS, THIS LOAD PATH IS CONSTRUCTED OF WOOD FRAMING MEMBERS (IE COLUMNS, BEAMS, RAFTERS, JOISTS AND SHEATHING) AND REINFORCED CONCRETE MASONRY. ALL CONNECTIONS ARE TO BE REINFORCED WITH METAL CONNECTIONS, PLATES BOLTS, AND OTHER FASTENERS, DETAILS SHOWN DESCRIBE TYPICAL CONNECTIONS BETWEEN FUNDAMENTAL STRUCTURAL COMPONENTS TO RESIST LIVE AND DEAD LOAD AND HURRICANE FORCE WINDS OF 120 MPH„ OTHER SIMILAR DETAILS ARE TO BE CONSTRUCTED IN LIKE MANNER, THE CONTRACTOR MAY REVISE THESE DETAILS WITH PRIOR APPROVAL FROM THE ARCHITECT...SUSMIT REVISE DETAILS PRIOR TO CONSTRUCTING DETAILS I. ALL EXTERIOR FASTENERS SHALL BE STAINLESS STEEL OR G-185 GALVANIZED FOR BELOW GRADE P.T. WOOD MATERIAL. J. ALL EXTERIOR PLYWOOD ROOF SHEATHING IS TO BE NAILED TO RAFTERS WITH 8D RING SHANK GALVANIZED NAILS AT 6" O.C. (ALL LOCATIONS), AND 4" O.C. AT PANEL EDGES. K. ALL EXTERIOR PLYWOOD WALL SHEATHING IS TO BE NAILED TO STUDS WITH 8D COMMON GALVANIZED NAILS AT 6" O.C. (ALL LOCATIONS), AND 4" O.C. AT PANEL EDGES. L. (IF NEEDED) GENERAL CONTRACTORS TO PROVIDE ELECTRICAL RISER DIAGRAM AS REQUIRED BY AUTHORITY HAVING JURISDICTION. M. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE SOIL COMPACTION TESTING FOR FINAL VERIFICATION OF THE FOUNDATION LOADS ON THIS PROJECT. N. THE SITE IS NOT LOCATED WITHIN 200 FEET OF STATE WATERS, O, NPDES TESTING AND MONITORING BY OWNER, HOWEVER NOT REQUIRED ON THIS PROJECT. P. ALL CONS -(RUCTION METHODS AND MATERIALS SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS and OR STATE OF GEORGIA "BEST PRACTICE" Q. ALL PERMITS NECESSARY FOR CONSTRUCTION SHALL BE OBTAINED BY CONTRACTOR.. R, ANY DEVIATIONS FROM THE PLANS ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. S. THE CONTRACTOR IS TO IMMEDIATELY CONTACT THE ARCHITECT IF ANY UNFORESEEN COMPLICATIONS OR DISCREPANCIES OCCUR, T. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE PHYSICAL CONSTRUCTION OF THE SITE ! BUILDING / WITHOUT CONTRACTUAL INSPECTION OBLIGATIONS. T. FIELD CHANGES TO THE ENCLOSED STRUCTURE IS PROHIBITED, CONTACT ARCHITECT FOR DRAWING REVISIONS PRIOR TO CHANGING STRUCTURE. U. CONTRACTOR SHALL MAINTAIN A SAFE SITE AND MEET ALL APPROPRIATE REGULATIONS CONCERNING SAFETY. V, CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION BY CALLING THE CALL BEFORE YOU DIG HOTLINE: 1-800.282-7411. W. (optional) PROVIDE OPEN CELL R-30 SPRAY FOAM INSULATION AT ROOF PERIMETER, AND R-13 SPRAY FOAM INSULATION AT EXTERIOR WALLS AND CRAWL SPACE. X. IT IS ACCEPTABLE FOR THE CONTRACTOR TO MAKE SUBSTITUTION TO THE DESIGN OF THIS PROJECT. SUBSTITUTIONS ARE REQUIRED TO HAVE FLORIDA PRODUCT APPROVAL NUMBERS AND BE APPROVED BY THE AUTHORir, HAVING JURISDICTION. PLEASE FORWARD A COPY OF THE APPROVED SUBSTITUTIONS TO DARBY W, MCCLOSKEY, ARCHITECT. Y. THESE DRAWINGS ARE THE PROPERTY OF DARBY W. MCCLOSKEY ARCHITECT P.C. AND ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS, REPRODUCTION OF THESE DRAWINGS IS PROHIBITED WITHOUT WRITTEN CONSENT, PLEASE DO NOT COPY THESE DRAWING WITHOUT PERMISSION, GENERAL NOTES 1. FLORIDA PRODUCT APPROVAL DATA SHALL BE REQUIRED FOR ALL EXTERIOR ENVELOPE MATERIALS, MATERIALS SHALL INCLUDE METAL ROOF, EXTERIOR WINDOWS AND DOORS, AND EXTERIOR SIDING 2. TERMITE TREATMENT OF SOIL IS REQUIRED UNDER THE SLAB AND FOOTERS 3, MINIMUM DEPTH OF STRUCTURAL FOOTING IS 12" BELOW EXISTING GRADE IBC 18052 4. FILL SHALL CONSIST OF STRUCTURAL SAND INSTALLED IN B" MAXIMUM LIFTS COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR DENSITY PER ASTM D-1557. 5. AT CONCRETE SLABS PROVIDE 6 MIL. POLY VAPOR BARRIER WITH 8" TAPPED AND LAPPED JOINTS. 6, WHERE SOILS UNSUITABLE FORBEARING ARE EXPOSED WITHIN THE LIMITS OF EXCAVATION, FILL SHALL SE INSTALLED TO REPLACE THE UNSUITABLE MATERIALS, 7. OWNER / CONTRACTOR TO DETERMINE IF EXISTING SOIL HAS A MIN. BEARING CAPACITY OF 2500 PSI. CONTRACTOR TO EMPLOYEE A GEO-TECHNICAL ENGINEER TO TEST SOIL AND SUBMIT REPORT TO ARCHITECT. 6, SOIL AT BASE OF FOOTING SHALL BE CAPABLE OF SUPPORTING A MINIMUM COMPRESSIVE PRESSURE OF 2,000 PSF. 9. MINIMUM S\R LAP SPLICE TO BE 25". 10. CONCRETE MIX SHALL DESIGNED TO DEVELOP 3000 PSI AT 28 DAYS. SQUARE FOOTAGE CALCULATIONS: EXISTING STRUCTURE: EXISTING CONCRETE DRIVE: TOTAL SITE AREA PERCENTAGE OF LOT COVERAGE HATCH INDICATES CONCRETE DRIVEWAY -4" STEEL BOLLARD 30" AFF -HATCH INDICATES NEW PORCH ADDITION -- .rvI r "al i W E NORTH "=mom V2' 4' 6' 8' 1. 24' PROPERTY LINE 2,164.0 SQ FT 674,4 SQ FT 8,842.0 SO FT 32.1% 7 (y pQ�OUZUUc- jam• 7—�yOyCWV�2C >� mm N 0 N W Z= Q a' OR w-4�o20 1918 10-25-2019 T1-1 T..) w Z a a J r� Z C7 M ZN d Q� O -o E LL z D� 0,0 O OQ Q E—,` XZ m Z/1 pti �d~ a=te Q Q v Q <C O y 1918 10-25-2019 T1-1 owp 20'-6" �- FIELD VERIFY EXISTING CORNER _ LOCATIONS ALIGN CENTER LINE OF COLUMN H2.5®-SIMPSON. HURRICANE CLIP WITH CENTER LINE OF EXISTING 6x8 P.T. COLUMN ' WALL.URRICAN 4" STEEL BOLLAR TURN DOWN FOOTING SEE DETAIL 2" x 4" CONTINUC TOP PLATE I I I N I 3000 PSI CO LAB WITH 6X6 / 3 o A-1 10/10 WIRE WO BRIC AND STRUCTU SA FILL 0 I I L--- � EXISTING WINDOWS AND DOORS ABU88Z SIMPSON STRONG- TIE, STAINLESS STEEL, II ARCHITECTUAL FLOOR PLAN At -1 d 0 4' 8' 12' d 2'-0" 7-0" I z ROOFING PLAN 0 8' 16 24' EAVE DETAIL 0 8" 16" 24" 1\ 2'-0" J ASPHALTIC ROOF SHINGLE MATCH EXISTING 30LB ASPHALTIC FELT PAPER DBL 0 VALLEY AND ROOF EDGE 112" PLYWOOD DRIP EDGE 75" X 2 1/2"- BLOCKING 21,71" X 5.25" - TRIM 2" X 8" - RAFTERS 0 24" O.C. METAL (2)-1.78"X12"-LVL MS (3) - 10" X 12" - GALVANIZED CARRAGE BOLTS �--® 8" X 8" PRESSURE TREATED POST 71 S" X 8*'- PRESSURE TREATED POST X.126 X 3.5 SCREWS d 8" X 5/8" -ANCHOR BOLT EPDXY SET COMPRESSED STRUCTURAL SAND FILL G CUT LINE d I I a CONTINUOUS # 4 REBAR d a � FOOTING DETAIL A -i 0 8" 6" 24" I 1918 1,0-25-20,9 LA2 1 ROOF FRAMING PLAN ASD HUNG] 0 4' PERMIT e' 1s' a . ; ,...a N J Cit CV c� ZN O Q� W F 0 w ML Nig 00 �W.. ` c dim m ffZ�Z.. �ti� Zca m a.-�1Zaa a a N 0 y Z O Z L "77 e a aw I 1918 1,0-25-20,9 LA2 1 ROOF FRAMING PLAN ASD HUNG] 0 4' PERMIT e' 1s' J Q ,...a N J Cit CV c� ZN O Q� O �� H = Q Nig 00 �W.. ` c 0QLLJ U ZZm �ti� Zca m a a J L "77 Q Q O;d � cclDC _J I 1918 1,0-25-20,9 LA2 1 ROOF FRAMING PLAN ASD HUNG] 0 4' PERMIT e' 1s' 2'-0. 1 1 /2 TOP PLINTH BLOCK 1" QUARTER ROUND 2X4 WOOD TRIM T' QUARTER ROUND 8X8 PT, WOOD COLUMN - 1/2" PLYWOOD 30LB FELT - DBL AT RIDGE AND ASPHALTIC ROOF — DOUBLE 2X8 RIDGE BEAM _-- \ METAL DRIP EDGE --- 1X4 WOOD TRIM 9�\� -- 2X8 WOOD RAFTER AT 24" O.C. DOUBLE 2X8 SEE FRAMING PLAN FOR LOCATION,IS U -00 _� `� w p _ (8) 3.5" WOOD SCREW EACH SIDE - - _ -10 '6.A Z W ^J CEILING FAN SELECTED 1 PURCHASED BY OWNER INSTALLED BY 4 CONTRACTOR w t a s p(L a LL' U r O' LLlz >1 3 COAT STUCCO OVER 1/2" PLYWOOD AND 2X4 (AT 18" O,C) WOOD S-� w wz z z s FRAMING 5' O �i i �,ECTION 0 8" 1-0 2-0 3-0 a 3.5 X 11.25 LVL o N E � U N U 7 � � M .. v1 0 U m o ` O 4 E -o M U I � N L d E 0 E2 � I FQ1-4- - - - - Q 1-4 aLL � a (D Z� ° YN o > i-) E- u. - N 8X8 P.T. WOOD COLUMN ..- ____... Z co o 00 I7 5 s I" QUARTER ROUND ~ N o 0 2X8 P.T. WOOD T ❑ O E- 1" QUARTER ROUND = Z m ti U O Q� 1 112 P.T. BASE PLINTH BLOCK q a =1 0 a J f- — Q F- yQ A 1918 10-25-2019 2 EXTERIOR ELEVATION �� A,-27 ,-2 0 4, a. ,e. ME W HE �� m P4 ELECTRICAL FLOOR PLAN 1 0 4' 8' 1e' 9 ELECTRICAL SYMBOLS LEGEND ELECTRICAL SYMBOLS LEGEN •, LIJ Q DUPLEX CONVENIENCE OUTLET Q A/C THERMOSTAT. - cz N 7 cl� DUPLEX OUTLET TOP SWITCHED FIRE EXTINGUISHER OWP DUPLEX OUTLET - WATERPROOF E' � OUTDOOR CENTRAL AC UNIT "- DUPLEX OUTLET AND DISCONNECT z� - VERIFY HEIGHT o a 0GFI FAULT INTERRUPT. GROUND INDOOR CENTRAL AC UNIT, _ 0 DEDICATED OUTLET 11""1011 11 CONNECT TO PANEL _ L.Y._J WALL MOUNTED VRF 36X14X12 SPECIAL OUTLET - VERIFY Variable Refrigerant Flow - AC -UNIT - BY DAIKIN OR APPROVED EQUAL. QUADRAPLEX OUTLET ®RECESSED DUPLEX OUTLET FLOOR MOUNTED CEILING CASSETTE -24X201`1 fm VRF-Vorioble SWITCH Refrigerant Flow - AC -UNIT - BY DAIKIN OR APPROVED EQUAL. 3 SWITCH - 3 WAY VARIABLE REFRIGERANT FLOW, OUT DOOR LOCATIONNWITH VERIFY OWNER. $R SWITCH WITH RHEOSTAT ® 14XB HVAC CEILING AIR SUPPLY REGISTER 0 RECESSED LED LIGHT ® 24X24 HVAC CEILING AIR SUPPLY REGISTER P CEILING MOUNT LED WITH PULLSTRING ® 24X24 HVAC CEILING AIR RETURN REGISTER } '} CEILING MOUNT LED WALL MOUNT LIGHT ® 8X8 HVAC CEILING IR EXHAUST REGISTER CEILING MOUNTED LED PENDANT LIGHT CEILING FAN W/ CEILING FAN. LIGHT KIT 5 ® GARAGE DOOR OPENER Co ELECTRICAL METER O PUSH BUTTON - GARAGE DOOR L SURFACE MOUNTED 1X4, LED IF'I ELECTRICAL PANEL FIXTURE, CHAIN PULL FIXTURE, CURFACE MOUNTED 1X8, LED qqq �� GARAGE DOOR OPENER 60 INCH TELEVISION AND CONSOLE l UNDER CABINET SLIM LINE FLUORESCENT FIXTURE Q LED RECESSED 1X4 FIXTURE LED, RECESSED 2X4 FIXTURE ® LED, RECESSED 2X2 FIXTURE ® LED, SURFACE 2X2 FIXTURE li LED, SURFACE MOUNTED 1X4 FIXTURE = LED, SURFACE MOUNTED 2X4 FIXTURE FLUORESCENT 1X4 WALL MOUNTED LIGHT FIXTURE DIRECTIONAL TRACK LIGHTING 8 FLOOD LIGHT - DIRECTIONAL i TELEPHONE OUTLET 4 TELEVISION CABLE OUTLET O SURFACE MOUNTED DOME/LED ® LIGHT FIXTURE. EXHAUST FAN HND LIGHT © DOOR CHIME O PUSH BUTTON ® FIRE ALARM PULL STATION ® FIRE ALARM STROBE LIGHT © SMOKE DETECTOR o4 GARAGE DOOR SENSOR ff SMART JACK GARBAGE DISPOSAL CHANLIGHTOBUIER LBSTM LED ® DIRECTIONAL EXIT SIGN WITH BATTERY BACK UP EMERGENCY EGRESS LIGHTING ymy LED EXTERIOR MONITION 2S ACTVATED ELECTRICAL NOTES 1. CONTRACTOR SHALL PROVIDE TWO ADDITIONAL RECEPTACLES TO BE LOCATED ON JOB (L.OJ,) 2. IF NEEDED, FIRE ALARM, SECURITY SYSTEM BY OWNER. 3. MOUNT ALL SWITCHES AT 48" ABOVE FINISH FLOOR (AFF). 4. THE ELECTRICAL RECEPTACLES WITH IN 6-0 OF WATER SOURCES SHALL BE GROUND FAULT INTERRUPTER TYPE (GFI). 5. CONTRACTOR TO PROVIDE ELECTRICAL RISER DIAGRAM AS REQUIRED BY AUTHORITY HAVING JURISDICTION. 6. ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL BE 20 AMP. 7, ALL BATHROOM EXHAUST FANS ARE TO LOCATED BY OWNER. 8. ALL FLOOR MOUNTED DEVICES TO BE LOCATED BY OWNER WITH CONTRACTOR PRIOR TO PLAC AND INSTALLING. 9. CONTRACTOR TO VERIFY LOCATION OF LIGHT FIXTURES WITH OWNER PRIOR TO BUYING AND INSTALLING, 10. RECEPTACLE, COVER PLATES AND SWITCH COLOR SHALL BE WHITE. 11. ALL VISIBLE ELECTRICAL CONDUIT SHALL BE PAINTED TO MATCH SURROUNDING AREA, (EXCLUDING ATTIC). PEN1 ,itis PUN, N LIJ Q a a� J cz N 7 cl� M zN O� 0 5; E' � LL 0 DO F_ q0m z� {? W '0' 5:- 01 y Q J W o a ��-. N x/04 .�gl 04 E-,PPg O� N I 1918 110-25-2019 LIJ Q a a� J cz N 7 cl� M zN O� 0 5; E' � LL 0 DO F_ q0m z� Q Z Q o a -J x/04 J H <F-- 04 E-,PPg O� Q I 1918 110-25-2019 ALL Revision Request/Correction to Comments **HIGHLI HIGHLIGHTED ON .I����i„ HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. • -61WAV 800 Seminole Rd, Atlantic Beach, FL 32233 -0;119)- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: J< 3 14-005 VI Revision to Issued Permit OR ❑ Corrections to Comments Date: 42-)3- &)4' Project Address: J' D V ► k (1 J 1-41 + ti`G .c-Ji F/ 3 7-2--.3D Contractor/Contact Name: 37/2 Out' (191 5)-f t4.c-Men 7,t" ot,c, 19•43 L Contact Phone: Ci&tl 94)- 3i jl Email: l.SJ(C )c el, L'`' v- L Description of Proposed Revision/Corrections: a s E DE k3 j I L Fict S L. -, affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will posed revision/corrections add additional square footage to original submittal? o ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? El No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D om.0c2 Revision/Plan Review Comments /0 /Z��t.f Va) copy gaU►va- CI d /L4 pack re-( Department Review Required: r uildin ‘19'; ^ annin�&Zoning Reviewed By Tree Administrator ublic Works Public Utilities 12-x16 L9 Public Safety Date Fire Services Updated 10/17/18 ALL Revision Request/Correction to Comments **HIGHLI HIED INION "filliii,;� HIGHLIGHTED IN "' City of Atlantic Beach Building Department GRAY IS REQUIRED. . t: 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RI J 0 19 ''049-2y IE Revision to Issued Permit OR Corrections to Comments Date: /,1—Oi — 'P`� Project Address: Sb Vi k 1'71 91 L— Al ,97L-/ ,1t-; — SQ-°''CI-) /-1 3 ZZ,..?-2 Contractor/Contact Name: Sly ate CO3tS74✓kc Col1 / -S5C*ci A'S 0^-f 4oy 96,2. S W Contact Phone: 9'0 V i6 .- _a Email: �f1444C- /ei c 0 AL-7 A 0, l'v----- Description of Proposed Revision/Corrections: P . n r , l-/ rr� 1yf_ Fob �. I)-e- / .. -" ;. ; L ,, .,., DEC 9 2019 n(!!! of De -, I affirm the revision/correction to comments li61v193,9f4 (Orgposed ghatfges. (printed name) • Will roposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • Wil roposed 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: Q� Pr (Office Use Only) LJ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D $ re-. 0 ay Revision/Plan Review Comments C-0/1 lac T pi Z.A- on Tab cop7 /-eV iv;0 A S e' paly t -P-e. D ent/Review Required: uildin --/-ra_ anning&Zoning Reviewed By Tree Administrator Public Works Public Utilities ) 2' /6 '-/ Public Safety bate Fire Services Updated 10/17/18 i 8"X 8"- PRESSURE TREATED POST ABU88Z SIMPSON STRONG - TIE, STAINLESS STEEL. (18)X .126 X 3.5 SCREWS EXISTING CONCRETE SLAB 2 a . N: 4 BACKER ROD AND ?' m k=2:.; � 4. SLAB 3000 PSI CONCRETE SEALANT75. k=: SLAB I �= I r O —8"X 5/8"-ANCHOR BOLT '1r M 4,1i'------1-----7- EPDXY SET ''`:14'= COMPRESSED a "�`" b'"Zt STRUCTURAL SAND FILL CONTINUOUS (4)-#4 REBAR .. ./ TIE WIRE ,a- d- I • — d 4 cV 4 D a , d d a • 1 '-6" \ FOOTING SHALL BE 1 X III III I 1 III1 1 III I I I I I oo G6 1-6 X 2-4 OR 600 LBS 3A ALTERNATE FOOTING DETAIL EACH A-1 0 8" 16" 24" REVISION OFFICE COPY .--= BP# keeso/9-c'0,9q DATE / Z / /6 //9 SIGNED /'Y1(Y ; L -=, `/ r //-_ ,1.0),I0lj I j A PORCH ADDITION FOR I r - ��' tQ Q '—' WILLIAM L. DILLON at 586 VIKINGS LANE DarbY �. McClo�ke y, AIA sATLANTIC BEACH, FL 32233 +c0 b 03 SYNOT CONSTRUCTION LLC '" a x,-(1,03.%22-1;,...."— ~d 6314 iiRRRIII.ROAD JACF ONVIU FLA®A 3227? Erna,do dareyarahe.or.00n,-W.e,doeyo,onn..t.00, -i---otoew 4 MAR SHOVING SURVEY OF LOT 9, BLOCK 2, SEASPRAY, AS RECORDED IN PLAT BOOK 35, PAGES 64 & ii 64A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. i 1 Y 1 ® O y®p 1 Approved By Permit Desk 0 20 _. 4G SCALE: 1Building Department .. = 20'- ` N r L City of Atiantic Beach, FL V I KING S 60' RIGHT OF WAY N86'OB`55"E ST:76 F —- � N86"13'25"E `3.4316"E 53.25' FIELD CR DRDIUS_351.80 FPPEDN02CAPON FOUND 1/2"IRON N:3"41'00 E 53.20' ` FOUND 1/2"IRON PIPE, NO CAP r PIPE, NO CAP __- 10' 10' N CONCRETE V t DRRE -- _ _....- 14.9' (.7, ICTION LINE ■N 13.8' 20' BUILAING_RES tU.0.4 20.6' 0 23.7' Ir -O. I (.1)U1 O o o Z , o o, A z 1—STORY STUCCO --•o f o m o RESIDENCE # 586 g LOT 8 LOT 10 \f,`� O u= r se-D. 12.0' I O T • 0 171 '' O . 9.2 izi C ( , S C7 O Id O /J \ Q •em A/C PAD W000 PECK i :i1 \ COVERED WOOD 0EC11 O Y D 0.8' 0.4 +m ON ■ Z - "�- /� e•ygOO iE-" .u"-:,1 --1 O l 0 ._ 8'CHAIN UN FEN.1 FOUND 1/2" IRON u,E / S84"27'32"W 75.34' o PIPE, NO CAP n FOUND 1/2"IRON ,4 PIPE, NO CAP S84'24'36"VI 75.27 FIELD \ LOT 30 LOT 11 \ r ss P LOT 29 \ \ i i ' NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. BUILDING RESTRICTION UNE AS PER PLAT. 3. BEARINGS BASED ON THE WESTERLY UNE OF LOT 9, AS PER PLAT, AS BEING N06'46'0O"W. • ' THIS SURVEY WAS MADE FOR THE BENEFIT THE PROPERTY SHOWN HEREON APPEARS TO LIE IN OF WILLIAM DILLON; SWBC MORTGAGE; FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL N NATIONAL EAND DEAL, LLC; OLD REPUBLIC TITLE INSURANCE COMPANY CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031C0419H, REVISED JUNE 3 2013 FOR DUVAL COUNTY, FLORIDA. /\ • IL. "NOT VALID 'WITHOUT THE SIGNATURE AND • DONN W. BOATWRI'G�IT,' R,SI�,.-. THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA UC. SURVEYOR pnd:',MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." BOUNDARY RE-CHECK JULY 14, 2014 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATVWRIGHT LAND SURVEYORS INC. DRAWN BY: JAH DATE: JULY 17, 2001 FILE: 2014-0794 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 -LWT-u vt— A BACK PORCH ADDITION FOR WILLIAM L, DILLON AT 5 6 VIKINGS LANE ATLANTIC BEACH F -L 32233 ,)YNOT CONSTRUCTION LLU' 6314 MERRILL ROAD JACKSONVIIJLE FLORIDA 32277 issacl99Cyahoo.com 904,1962.5694 BRIEF NARRATIVE: OWNER IS CONSTRUCTING A PORCH ADDITION TO THE REAR OF THE EXISTING STRUCTURE.t1tt /' ^ 1 U (� _y_ - .. BP# a C_S®( - ter/ Vu d esk DATE 2 ov1pro,jed By Perr(,t VIKING E SIGN epattIll EDGE OF ROAp� Vu� n� DuC [JB��a FL 01 Pt o. v 4 W E vqd 0 ® 1 ATCH INDICATES a CONCRETE DRIVEWAY 4 . P -STEEL BOLLARD UNDER NORTH q - CONSTRUCTION _ . Q q PORCH UNDER -- v o CONSTRUCTION a a v'q 20-41 FRONT SETSAC®®>� 0 a "aaal r MIS v v q q N 1 ;J { � O - { {M 586 VIKINGS LANE N EXISTING HEATED { NWOODEN STRUCTURE �. do FINAL LOCATION OF BUILDING { BY OWNER, CONTRACTOR AND LOCAL AUTHORITY HAVING { JURISDICTION, CONSULT PR AUTHORITY IOR TO _ {t CONSTRUCTING. - ■ { { { r HATCHINDUCATES { {{■f, PROPOSED 20W X 12D { PORCH FOUNDATION, ALL OTHER STRUCTURES ARE { NOT COVERED UNDER { THESE DOCUMENTS e - 'Ilan 20'-0" REAR SET BACK ROUGH APPROXIMATION OF EXISTING FENCE wommom i 0 1' 2' . 4-6' 8' 16' 24' SQUARE FOOTAGE CALCULATIONS: - PROPERTY LINE EXISTING STRUCTURE: 2,164.0 SQ FT DECgrt EXISTING CONCRETE DRIVE: 674.4 SQ FT > DLC 2OI `9 PORCH UNDER CONSTRUCTION: 180.5 $Q FT PROPOSED PORCH: 240.0 SQ FT - - - 1 ARCHITECTURAL NOTES (UTILIZE NOTATIONS ONLY IFAPPL/CABLE TO THIS PROJEC73 A. ALL WOOD IN CONTACT WITtI GRADE, MASONRY, AUTOCLAVE AERATED CONCRETE, POURED IN PLACE CONCRETE, OR CONCRETE PRODUCTS SHALL BE PRESSURE TREATED. B. PRESSURE TREATED COLUMNS SHALL BE TREATED UC4B GROUND CONTACT, HEAVY DUTY, MICRONIZED COPPER AZOLE. (MCA) C. RETENTION LEVELS FOR P.T. MATERIAL ARE .06 FOR ABOVE -GROUND USE AND .15 FOR GROUND CONTACT AND .23 FOR BELOW GRADE, APPLICATIONS. D. (if needed) COMMERCIAL DOC R HARDWARE SHALL BE SCHLAGE OR APPROVED EQUAL, E. DIMENSIONS ARE DRAWN TO FACE OF MASONRY, OR FACE OF WOOD STUDS, AND OR CENTER LINE OF COLUMNS SHOWN, F. (if needed) PROVIDE WOOD BLOCKING AT INTERIOR AND EXTERIOR WALLS FOR ACCESSORIES AND OTHER BUILDING COMPONENTS SUCH AS LIGHT FIXTURES ETC, G. FINISH GRADES SHALL SLOPIcAWAY FROM BUILDING A MINIMUM 2% SLOPE H. IT IS THE INTENT OF THESE DRAWING TO DOCUMENT A CONTINUOUS LOAD PATH FROM THE TOP OF THE BUILDING TO THE FOUNDATION OF THE BUILDING TO RESIST HURRICANE FORCE WINDS THIS LOAD PATH IS TOTAL SITE AREA 8,842.0 Sq FT f pPERCENTAGE OF LOT COVERAGE 36.8% hl(ING U CJ F" Z ZKU rU✓'7 m S�dO� UDiY U O ¢d�0UUC7U �w o? 90 ' wm pit Wow QD_'Z oN4>oWmmO� Np•WWrn TIX p;-? WtY0 �� aN 4 � o CONSTRUCTED OF WOOD FRAMING MEMBERS (IE COLUMNS, BEAMS, RAFTERS, JOISTS AND SHEATHING) AND SITE PREPARATION NOTES REINFORCED CONCRETE MASONRY, ALL CONNECTIONS ARE TO BE REINFORCED WITH METAL CONNECTIONS, o0.1 O Y N � PLATES BOLTS, AND OTHER I'ASTENERS. DETAILS SHOWN DESCRIBE TYPICAL CONNECTIONS BETWEEN IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE A SITE FUNDAMENTAL STRUCTURAL COMPONENTS TO RESIST LIVE AND DEAD LOAD AND HURRICANE FORCE WINDS GEOTECHINCAL INVESi1GATION FOR THIS PROJECT, SUB SOIL a4 v OF 120 MPH„ OTHER SIMILA DETAILS ARE TO BE CONSTRUCTED IN LIKE MANNER. THE CONTRACTOR MAY INVESTIGATION IS NEEDED TO DETERMINE THE BEARING CAPACITY OF THE [ Cad REVISE THESE DETAILS WIT,I PRIOR APPROVAL FROM THE ARCHITECT... SUBMIT REVISE DETAILS PRIOR TO SOIL AND IF THE SOIL IS SUITABLE FOR THE BEARING CONDITIONS. CONSTRUCTING DETAILS EXISTING FINISH FLOOR HEIGHT 0.0' ABOVE SEA LEVEL, OWNER TO I. ALL EXTERIOR FASTENERS SHALL MATERIAL. BE STAINLESS STEEL OR G-485 GALVANIZED FOR BELOW GRADE P.T. WOOD PROVIDE. J. ALL EXTERIOR PLYWOOD RC OF SHEATHING IS TO BE NAILED TO RAFTERS WITH 8D RING SHANK GALVANIZED I CERTIFY THAT THIS STRUCTURE AS MODIFIED BY THe REFERENCED NAILS AT G' O.C. (ALL LOCATbDNS), AND 4" O.C. AT PANEL EDGES. NOTES IS DESIGNED TO WITHSTAND WINd LOADS RESULTING FOR A BAStc k. ALL EXTERIOR PLYWOOD WXI ILL SHEATHING IS TO BE NAILED TO STUDS WITH 8D COMMON GALVANIZED NAILS WIND SPEED OF 130 MPH, 3.5 SEC GUST: BUILDING CAT. ONE, EXPOSURE AT 6" O.C. (ALL LOCATIONS), AND 4" O.C. AT PANEL EDGES. "B"; IMPORTANCE FACTOR 1, SEISMIC ZONE A, ALL IN ACCORD WITH SECTION 1609, WIND LOADS L. (IF NEEDED) GENERAL CONT 2ACTORS TO PROVIDE ELECTRICAL RISER DIAGRAM AS REQUIRED BY AUTHORITY and HAVING JURISDICTION. A. 2017 -FLORIDA BUILDING CODE SIX ADDITION. M. IT IS THE RESPONSIBILITY C THE OWNER TO PROVIDE SOIL COMPACTION TESTING FOR FINAL VERIFICATION S. 2017 -FLORIDA BUILDING CODE 6TH ADDITION -ACCESSIBILITY OF THE FOUNDATION LOADS ON THIS PROJECT. C. 2017 -FLORIDA BUILDING CODE 6TH ADDITION -MECHANICAL N. THE SITE IS NOT LOCATED WITHIN 200 FEET OF STATE WATERS. 0. 2017 -FLORIDA BUILDING CODE 6TH ADDITION - PLUMBING O. NPDES TESTING AND MONITORING BY OWNER, HOWEVER NOT REQUIRED ON THIS PROJECT, E. 2017-FBC-ENERGY CONSERVATION. F. 2042 - NFPA 11 P. ALL CONSTRUCTION METH IDS AND MATERIALS SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND G. NFPA - 2011 NATIONAL ELECTRICAL CODE. LOCAL LAWS and OR STATE JF GEORGIA "BEST PRACTICE" H. 2017 FloridabFire Prevention Code Sixth Edition Q. ALL PERMITS NECESSARY F IR CONSTRUCTION SHALL BE OBTAINED BY CONTRACTOR.. R. ANY DEVIATIONS FROM THE PLANS ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, FURTHERMORE, TO THE BEST OF "MY KNOWLEDGE^, THE PLANS AND S. THE CONTRACTOR IS TO IM EDIATELY CONTACT THE ARCHITECT IF ANY UNFORESEEN COMPLICATIONS OR SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES DISCREPANCIES OCCUR. AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY AND THE 2017 FLORIDA FIRE PREVENTION CODE T. THE ARCHITECT SHALL NOT 3E HELD RESPONSIBLE FOR THE PHYSICAL CONSTRUCTION OF THE SITE I -SIXTH EDITION. BUILDING/ WITHOUT CONTRACT UAL INSPECTION OBLIGATIONS. T. FIELD CHANGES TO THE ENCLOSED STRUCTURE IS PROHIBITED. CONTACT ARCHITECT FOR DRAWING FURTHERMORE - TO THE BEST OF MY KNOWLEDGE THE PLANS AND REVISIONS PRIOR TO CHANGING STRUCTURE. SPECIFICATIONS COMPLY WITH 2017 - FEC -SIXTH ADDITION" EXISTING U. CONTRACTOR SHALL MAINTAIN A SAFE SITE AND MEET ALL APPROPRIATE REGULATIONS CONCERNING BUILDING-. SAFETY. 301.1.1 Prescriptive compliance V. CONTRACTOR TO LOCATE AL L UTILITIES PRIOR TO CONSTRUCTION BY CALLING THE CALL BEFORE YOU DIG method. Rapers,'Iterations, additions and changes of occupancy complying with Chapter 4 of this code in buildings complying with the Florida Fire Prevention Code shall be - W. HOTLINE: 1-800-282-7411, (optional) PROVIDE OPEN CEL'_ R-30 SPRAY FOAM INSULATION AT ROOF PERIMETER, AND R-13 SPRAY FOAM considered in compliance with the provisions of this code. INSULATION AT EXTERIOR WALLS AND CRAWL SPACE. X. IT IS ACCEPTABLE FOR THE CONTRACTOR TO MAKE SUBSTITUTION TO THE DESIGN OF DARBY W. MCCLOSKEY, REGISTERED ARCHITECT SUBSTITUTIONS ARE REQUIRED THIS PROJECT, TO HAVE FLORIDA PRODUCT APPROVAL NUMBERS AND BE APPROVED BY THE FLORIDA, GEORGIA AND SOUTH CAROLINA AUTHORITY HAVING JURISDICTION. PLEASE FORWARD A COPY OF THE APPROVED SUBSTITUTIONS TO DARBY (NOT VALID WITHOUT ORIGINAL SIGNATURE)_ Y. W. MCCLOSKEY, ARCHITECT. THESE DRAWINGS ARE THE PROPERTY OF DARBY W. MCCLOSKEY ARCHITECT P.C. AND ARE PROTECTED FLORIDA LICENCE NO. AR -16696 UNDER FEDERAL COPYRIGHT' LAWS. REPRODUCTION OF THESE DRAWINGS IS PROHIBITED WITHOUT WRITTEN GEORGIA LICENCE NO. RA -9435 CONSENT. PLEASE DO NOT SOPY THESE DRAWING WITHOUT PERMISSION. SOUTH CAROLINA LICENCE NO. AR -9673 GENERAL NOTES 1. FLORIDA PRODUCT APPROVAL. DATA SHALL BE REQUIRED FOR ALL EXTERIOR ENVELOPE MATERIALS, PROPERTY INFORMATION MATERIALS SHALL INCLUDE l4ETAL ROOF, EXTERIOR WINDOWS AND DOORS, AND EXTERIOR SIDING 1. PROPERTY ADDRESS - 586 VIKINGS W, Atlantic Beach FL, 2. TERMITE TREATMENT OF SOIL IS REQUIRED UNDER THE SLAB AND FOOTERS 32233 3. MINIMUM DEPTH OF STRUCTURAL FOOTING IS 12" BELOW EXISTING GRADE IBC 1805.2 2. EXISTING LOT IS IN FEMA FLOOD "ZONE X" 4. FILL SHALL CONSIST OF STRIJCTURAL SAND INSTALLED IN 8" MAXIMUM LIFTS COMPACTED TO A MINIMUM OF S. FEMA MAP - 12031CO408J, effective on 11/0212018 95% OF THE MODIFIED PROC FOR DENSITY PER ASTM D-1557. 4. MEAN AVERAGE GRADE AVAILABLE UPON REQUEST 5, AT CONCRETE SLABS PROVIDE 6 MIL. POLY VAPOR BARRIER WITH 8" TAPPED AND LAPPED JOINTS. 5. AREA OF LOT 8,842.0 SQ. FEET. 6. WHERE SOILS UNSUITABLE FORBEARING ARE EXPOSED WITHIN THE LIMITS OF EXCAVATION, FILL SHALL BE 6. RE # - 170703.0290 INSTALLED TO REPLACE THE UNSUITABLE MATERIALS. 7, MEAN AVERAGE GRADE HAS NOT BEEN DETERMINED. 7. OWNER /CONTRACTOR TO DETERMINE IF EXISTING SOIL HAS A MIN. BEARING CAPACITY OF 2500 PSI. 8. ZONING - RS -2 CONTRACTOR TO EMPLOYEE A GEO-TECHNICAL ENGINEER TO TEST SOIL AND SUBMIT REPORT TO ARCHITECT. 9. REQUIRED YARD SET BACKS FOR, - FRONT 20-0, REAR 8. SOIL AT BASE OF FOOTING SHALL BE CAPABLE OF SUPPORTING A MINIMUM COMPRESSIVE PRESSURE OF 2,000 20-0, SIDES MUST BE 15-0 COMBINED AND MAY BE NO PSF. LESS THAN 5-0 SEPARATELY 9. MINIMUM BAR LAP SPLICE 7C BE 25". 10. WATER AND WASTE SYSTEM HAS NOT BEEN 10. CONCRETE MIX SHALL DESIG NED TO DEVELOP 3000 PSI AT 28 DAYS. DETERMINED. 11, THIS IS NOT A SURVEY, THIS IB A DIAGRAM OF EXISTING CONDITIONS, TOTAL SITE AREA 8,842.0 Sq FT f pPERCENTAGE OF LOT COVERAGE 36.8% hl(ING U CJ F" Z ZKU rU✓'7 m S�dO� UDiY U O ¢d�0UUC7U �w o? 90 ' wm pit Wow QD_'Z oN4>oWmmO� Np•WWrn TIX p;-? WtY0 �� aN 4 � o 1922 12-3-2019 a I" V_ J m o0.1 O Y N � >M E__qr� _O Do E_ � 0 tf) iCS = O Q m F+i vO1 0. E-1 0 � m a4 v OO D- -J U U JF- [ Cad ¢OZ M a Q J _ I� m 1922 12-3-2019 EXISTING WINDOM AND DOORS 1 ARCHITECTUAL FLOOR PLAN 0 4' 8' 12' 412 4 2' - ROOFING PLAN 0 8 18' 24' 27'-10" 8x8 P.T. COLUMN— n TURN DOWN FOOTING SE 'I DETAIL t; HATCH INDUCATES 3000 ° - PSI CONCRETE SLAB WITH 4 .f, N 6X6110/10 WIRE WOVEN "I, • : 1 I o FABRIC AND STRUCTURAL SAND FILL 7„ 7 20'-0" WALL TYPES/LEGEND EXISTING EXTIRIOR WALL ® 8X8 PRESSURE TREATED WOOD 2,_O" ASPHALTIC ROOF SHINGLE, SELECTED BY OWNER `n r,3-'� EAVE DETAIL Al -1 C H2.58- SIMPSON- HURRICANE CLIP EACHJOIST - 2"X4"CON TOP PLATE 7" ABU88Z SIMPSON STRONG TIE, STAINLESS STEEL. a 6'1rl 4" 1'-0" A B REVISES (FOOTING DETAIL B Q jq .p �j00 16" 24" ` L � t"� 1 � , /—I , 6 ROOF FRAMING PLAN A-1 0 4' 8' 18' w DEC 13 2019 PEf�l1 iV� I�lll^.v w zN ®e _Y N 1"-I o Z>,) E"I�� _O m- � t= 0c) o L� o _ Lj D-JU ®44 jE 0 a J E-1 1922 12-04-2019 it T rove By er --- Buildi (g Department D a�UC TIC ,OF SHINGLE F OW w (STING -0= m y &) cn J E 0 U W� LB ASPHALTIC FELT PAPER C U' ¢ DBL @ VALLEY AND ROOF EDGE ❑ w W o 0 00 RIP EDGE rn�a�itw —0 o0Way O /2" PLYWOOD N U W Z xa z CL �V .75" X 2 1/2" - BLOCKING (2),75"X 5.25"- TRIM „ X 8" - RAFTERS @ 24" O.C. v E •-off- v b � m '(3) -10" X 1/2" - GALVANIZED CARRAGE BOLTS v N Z (2) -1,75" X 12" -LVL BEAMS 3 -8"X 8" PRESSURE TREATED POST l{1 8" X 8"- PRESSURE TREATED POST 3-- (18) (18) X .126 X 3.5 SCREWS E U 77 In U 3000 PSI CONCRETE SLAB 8" X 5/8" -ANCHOR BOLT EPDXY SET a COMPRESSED STRUCTURAL SAND FILL CUT LINE b. I Zvi CONTINUOUS* 4 REBAR m 4 ® G® _ T po0E m 4" 1'-0" A B REVISES (FOOTING DETAIL B Q jq .p �j00 16" 24" ` L � t"� 1 � , /—I , 6 ROOF FRAMING PLAN A-1 0 4' 8' 18' w DEC 13 2019 PEf�l1 iV� I�lll^.v w zN ®e _Y N 1"-I o Z>,) E"I�� _O m- � t= 0c) o L� o _ Lj D-JU ®44 jE 0 a J E-1 1922 12-04-2019 ALIGN WITH EXISTING EAVE, FIELD VERIFY EXACT DIMENSION TO ALIGN TRIM WITH EXISTING EAVE, 112" PLYWOOD V-0" 30LB FELT- DBL AT RIDGE AND ASPHALTIC ROOF ------ ALIGN \ALIGN FINISH - 0 1 1 /2 TOP PLINTH BLOCK )/2 l" QUARTER ROUND -�-- 2X4 WOOD TRIM 1)Y/2 1" QUARTER ROUND 8X8 PT, WOOD COLUMN— SEMQ! Al -2 3-0 EXISTING SOLAR PANELS -� 1—s. DOUBLE 2X8 RIDGE BEAM ` METAL DRIP EDGE y 1X4 WOOD TRIM 2X8 WOOD RAFTER AT 24" O.G. DOUBLE 2X6 SEE FRAMING PLAN FO LO (6) 3.5" WOOD SCREW EACH SIDE erji( r0 .art ent '�3ui1d'+n9 aach� FL City of ;�tlanric 3 COAT STUCCO OVER 112" PLYWOOD AND 2X4 (AT 16" O,C) WOOD FRAMING CEILING FAN SELECTED / PURCHASED BY OWNER INSTALLED BY CONTRACTOR 8X8 P.T. WOOD COLUMN 1" QUARTER ROUND — 2X8 P.T. WOOD TRIM - 1" QUARTER ROUND — 1 172 P.T. BASE PLINTH E 3.5 X 11.25 LVL :.B REVISF9 -----PLACE TOP OF CONCRETE SLAB 2" BELOW THRESHOLD OF DOOR ❑❑ ��❑ ` 12 �2 -I d ------ A~ -- El IF -11-11- —--- D E C 1 3 2019 --- ;111,„III��T�� ��I(Irlll�T�!11���111��T1LI 711 I�.11�11����,� I{I_-_,1LE ( 2H EXTERIOR ELEVATION Al -2 ®r---- - __- 0 -- _ 4E UIt7 V' 1922 12-04-2019 PP��IIIh�P�ul�f a' —J LU Q a a� J N �J el� 0ILL CS Z >1,JE- WI o"J U F COL_. F--) 5 0 o = Q -F' U _ 0 �o e E-4 `L ZZm O d y� a am z Qac ¢�� E" i 0, 1922 12-04-2019 PP��IIIh�P�ul�f a' 0 N E, -,ELECTRICAL FLOOR PLAN 0 4' B• 8, ELECTRICAL SYMBOLS LEGEND DUPLEX CONVENIENCE OUTLET 1,4 a DUPLEX OUTLET TOP SW9TCHED 0WP DUPLEX OUTLET - WATERPROOF 0 DUPLEX OUTLET - VERIFY HEIGHT LL _Y N M DUPLEX OUTLET - INTERRUPT. GROUND O FI FAULT 0 DEDICATED OUTLET _ 0< SPECIAL OUTLET - VERIFY QUADRAPLEX OUTLET ® DUPLEX OUTLET FLOOR MOUNTED MJF-- SWITCH Ir SWITCH - 3 WAY $R SWITCH WITH RHEOSTAT 0 RECESSED LED LIGHT P CEILING MOUNT LED WITH PULLSTRING CEILING MOUNT LED WALL MOUNT LIGHT CEILING MOUNTED LED PENDANT LIGHT ® GARAGE DOOR OPENER O PUSH BUTTON - GARAGE DOOR SURFACE MOUNTED 1X44, LED FIXTURE, CHAIN PULL SURFACE MOUNTED 1X8, LED FIXTURE, CHAIN PULL x8 P.T. COLUMN - I== UNDER CABINET SLIM LINE FLUORESCENT FIXTURE LED RECESSED 1X4 FIXTURE LED. RECESSED 2X4 FIXTURE iLED, RECESSED 2X2 FIXTURE ® LED, SURFACE 2X2 FIXTURE LED, SURFACE MOUNTED 1X4 FIXTURE LED, SURFACE MOUNTED 2X4 FIXTURE FLUORESCENT 1X4 WALL MOUNTED LIGHT FIXTURE .� fl; DIRECTIONAL TRACK FIGHTING 8 FLOOD LIGHT - DIRECTIONAL TELEPHONE OUTLET E� TELEVISION CABLE OUTLET O LIGHT FIXTURE. DOME/LED ® EXHAUST FAN AND LIGHT DOOR CHIME O PUSH BUTTON FIRE ALARM PULL STATION ® FIRE ALARM STROBE LIGHT © SMOKE DETECTOR GARAGE DOOR SENSOR SMART JACK ELECTRICAL SYMBOL O A/C THERMOSTAT. a FIRE EXTINGUISHER OUTDOOR CENTRAL AC UNIT AND DISCONNECT Olt INDOOR CENTRAL AC UNIT, `✓ CONNECT TO PANEL WALL MOUNTED VRF 36X14X12 Variable Refrigerant Flow - AC -UNIT BY DAIKIN OR APPROVED EQUAL. RECESSED CEILING CASSETTE -24X2012 VRF-Variable Refrigerant Flow - AC -UNIT BY DARIN OR APPROVED EQUAL. VARIABLE REFRIGERANT FLOW, OUT DOOR VERIFY LOCATIONNWITH OWNER. 0 14X8 HVAC CEILING AIR SUPPLY REGISTER ® 24X24 HVAC CEILING AIR SUPPLY REGISTER ® 24X24 HVAC CEILING AIR RETURN REGISTER UJ/5®/%/8X8 HVAC CEILING IR EXHAUST REGISTER CECEILING z ILING FAN. LIGHT KITAN W/ ED ELECTRICAL METER ELECTRICAL PANEL �—� GARAGE DOOR OPENER ® 60 INCH TELEVISION AND CONSOLE GARBAGE DISPOSAL CHANDELIER WITH LED ' LIGHT BULBS ® DIRECTIONAL EXIT SIGN WITH BATTERY BACK UP 17�EMERGENCY EGRESS UGHTING LEO EXTERIOR MONITION ACTIVATED rmtQ,k PPp�ulldir0 pt�P ��,�Gh 1 �i. GA Nil REVISED �2��� � ELECTRICAL NOTES 1. CONTRACTOR SHALL PROVIDE TWO ADDITIONAL RECEPTACLES TO BE LOCATED ON JOB (L.OJ.) 2. IF NEEDED, FIRE ALARM, SECURITY SYSTEM BY OWNER. 3. MOUNT ALL SWITCHES AT 48" ABOVE FINISH FLOOR (AFF). 4. THE ELECTRICAL RECEPTACLES WITH IN 6-0 OF WATER SOURCES SHALL BE GROUND FAULT INTERRUPTER TYPE (GFI). 5. CONTRACTOR TO PROVIDE ELECTRICAL RISER DIAGRAM AS REQUIRED BY AUTHORITY HAVING JURISDICTION. x, 6. � ACL 6GH NG AND RECEPTACLE CIRCUITS SHALL BE 20 AMP. 7. • 'ALL 4ATHROOM EXHAUST FANS ARE TO LOCATED BY OWNER. ' - • ° 8. i Au, FLQQR MOUNTED DEVICES TO BE LOCATED BY OWNER WITH CONTRACTOR PRIOR TO PLAC AND IN§TALLING. 9. CONTRACTOR TO VERIFY LOCATION OF LIGHT FIXTURES WITH OWNER PRIOR TO BUYING AND INSTALLING. C (� q 10. RECEPTACLE, COVER PLATES AND SWITCH COLOR SHALL BE WHITE, DEC I 2 Q �� (EXCLUDING ALL VISIBLE ELECTRICAL CONDUIT SHALL BE PAINTED TO MATCH SURROUNDING AREA, ------------ PfP,IIIf W PEN =yyvnau�i=N= �aC-'J OUVO`�jZ a, Dj3K00� Y � W � W U � (qQ� D,'LLm FA N O w� Z O Z It -1-111Imo 1922 12-04-20-2019 1 EI -1 W J 1,4 a 9393 LL _Y N M b O D � _ 0< & o 0 C) MJF-- O� Ir $ O m J LID 1922 12-04-20-2019 1 EI -1