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715 AMBERJACK RESA22-0005 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: TAYLOR MEREDITH 715 AMBERJACK LN ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171194 0000 ROYAL PALMS UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 715 AMBERJACK LN RESIDENTIAL ADDITION SINGLE OR TWO FAMILY RESIDENTIAL ADDITION ADDITION 11' x 18' BONUS ROOM $27054.84 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. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 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. 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. 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. 1 of 3Issued Date: 6/2/2022 PERMIT NUMBER RESA22-0005 ISSUED: 6/2/2022 EXPIRES: 11/29/2022 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BLDG 4TH PLAN REVIEW FEE 455-0000-322-1006 0 $150.00 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 4 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 5 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. 6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All building materials and debris must be removed from job site by Owner. 7 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 8 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. 9 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL Notes: No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department 10 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F 11 BUILDING ROUGH TRADES INSPECTION INFORMATIONAL Notes: THE ROOF MUST BE COMPLETE AND THE BUILDING DRIED IN BEFORE SCHEDULING ROUGH TRADES INSPECTIONS. 2 of 3Issued Date: 6/2/2022 PERMIT NUMBER RESA22-0005 ISSUED: 6/2/2022 EXPIRES: 11/29/2022 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 BUILDING PERMIT 455-0000-322-1000 0 $190.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $95.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $8.40 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.60 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $774.00 3 of 3Issued Date: 6/2/2022 PERMIT NUMBER RESA22-0005 ISSUED: 6/2/2022 EXPIRES: 11/29/2022 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ½;W-\.i'J:r 1$ !r} Q • ,j> ;:., r,!\ 111 ;.., -;> t) ,J .....-::f: ~J.Q;il\:J~ RESA22-0005 By Mike Jones at 7:36 am, Apr 15, 2022 REVIEWED FOR CODE COMPLIANCE ""'"' VI r"'II.IUlllol"' U'-'M'l,,II UMIIMllll5i .,'-t'MI 111.111'-11111. 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: 715 Amberjack Lane Atlantic Beach, FL 32233 Permit Number: ___________ _ Legal Description 30-60 17-2S29E, Royal Palms Untt 1, Lot 9 Blk 5 RE# 171194-0000 Valuation of Work (Replacement Cost) $_7_,o_o_o._oo _____ Heated/Cooled SF _1_98 ____ Non-Heated/Cooled ____ _ • Class of Work: □New 0Addition □Alteration □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): □Commercial 121Residential • If an existing structure, is a fire sprinkler system installed?: □Yes 121No • Will treelsl be removed in association with orooosed oroiect? □Yes /must submit seoarate Tree Removal Permit\ □No Describe in detail the type of work to be performed: Addition of bonus room 11 x 18 Florida Product Approval # ___________________ for multiple products use product approval form Property Owner Information Name Kenneth B. Taylor City Atlantic Beach E-Mail kbtaylor16@yahoo.com Address 715 Amberjack Lane State _F_L __ Zip 32233 Phone _9_04_-80_3_-8_0_01 ________ _ Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ___________________ _ Contractor Information Name of Company _H_O_M_E_O_WN_E_R ___________ Qualifying Agent _______________ _ Address City ________ State ___ Zip _____ _ Office Phone _______________ Job Site Contact Number _______________ _ State Certification/Registration# ________ E-Mail. ______________________ _ Architect Name & Phone# _V_e_rm_a-"-y_A_rc_h_tte_ct_s _____________________________ _ Engineer's Name & Phone# __________________________________ _ Workers Compensation Insurer _______________ OR Exempt D Expiration Date _______ _ 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 LT IN YOUR PAYIN R IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND T _--:_~=-=--=-=--SUL WITH YOUR LENDER OR AN ATTORNEY BEFORE (Signature of Contractor) Signed and sworn to (or affirmed) bet Signed and sworn to ( or affirmed) before me this __ day of .;,c:I 2--Dhl._,_b_y~:l~:;:_"-_J..:...;t~-,-a~{~ jJ-;;_ .... = ,__= -= --_- ____ _, ___ _,by ___________ _ (Signature of Notary) JOB COPY [ REVIEWED ] RESA22-0005 .. l.Ity or AtIant1c tseacn tsu11aIng uepanment 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us GRAY IS REQUIRED. PERMIT#: ______ _ I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDERTOACKNOWLEDGETHE LAW: JOB COPY DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES RE UIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED .. Ill. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904- 247-5826 OR BUILDING-DEPT@COAB.US ) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Job Address: 715 Amberjack Lane Atlantic Beach, FL 32233 State: _F_L ___ Zip: 32233 The t0egoinF instrument was acknowledged before of \NF is ~day of A-nr,I , , 201l, in the State of Florida, County ,··;,'#,•/~. JANMAURICIO WALKER ROBERTSON t:f' '1ir, "'') MY COMMISSION# HH 009325 '.:'{~•~: EXPIRES:June11,2024 •,.'~f.if~ f.,?;°:··• Bonded Tlwu Nolaly Pubic Undelwllters Signature of Notary Public d.. ~ Cl [ ) Personally Known ORyfProduced Identification Type of Identification: __ O~c~:~Yl~e:.r~___.L~,c:;.e....-,~~.s:e..-~----------- Updated 10/24/18 RESA22-0005NOT FILED State of _F_lo_ri_da __________ _ County of _D_u_v_al __________ _ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accor of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 30-06 17-2S29E, Royal Palms Unit 1, Lot 9 Blk 5 RE# 171194-0000 Address of property being improved: 715 Amberjack Lane Atlantic Beach, FL 32233 General description of improvements: _B_o_n_u_s_r_o_o_m_ad_d_i_ti_o_n ________________________ _ Owner: Kenneth B. Taylor Address: 715 Amberjack Lane Atlantic Beach, FL 32233 Owner's interest in site of the improvement: _Ow_n_er_B_u_ild_e_r _________________________ _ Fee Simple Titleholder (if other than owner): _F_ift_h_Th_ir_d_B_a_n_k ________________________ _ Name: ________________________________________ _ Contractor:------------------------------------------ Address: _______________________________________ _ Telephone No.: _________ _ Fax No: ____________ _ Surety (if any) ________________________________________ _ Address: _______________________ Amount of Bond$ _________ _ Telephone No: __________ _ Fax No: ____________ _ Name and address of any person making a loan for the construction of the improvements Name:----------------------------------------- Address:---------------------------------------- Phone No: ____________ _ Fax No: ____________ _ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name:---------------------------------------- Address:---------------------------------------- Telephone No: __________ _ Fax No: ____________ _ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: ________________________________________ _ 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 ,-f'.r:~~~--_JANMAUIUCIO WALKER ROBERTSON f / ~ '\_} MY COMMISSION# HH 009325 :.-..:;rA,•~-' EXPIRES:June 11, 2024 ·•·?.r,:f~f~?~··· 8onded llVII Notary Public Undel'llltlffl OWNE 1 Signed:~,=:_-----====----)---=-\--~~~-- Before ~......._ __ day of in the County of Duval, State Of Florida, has personally appeared &noe -th f;:;.vlac l Notary Public at Large, State of Florida, County of Duval. My commission expires: Dt /It/ J.. 61--<f Personally Known: ----:..-----------------or Produced Identification: _ __,Q,..,_c-'-',..,.,.,4-e......._ _ __.l.., .. ,u.'£--=a...'-'-"'1<~-:::.._--------- I hereby certify that this Survey of the lands described hereon was made under my direct supervision, and to the best of my knowledge and belief is a true and accurate representation of said lands and meets the Standards of Practice set forth in Chapter 5J-15.050 through 5J -15.053, Florida Administrative Code, pursuant to section 472.027, Florida Statutes. This survey is not valid without the signature and original raised seal of a Florida licensed surveyor and mapper, except when the electronic signature and seal of a Florida licensed surveyor and mapper is affixed hereto. PROPERTY ADDRESS: DATE SIGNED: FIELD WORK DATE: REVISION DATE(S): POINTS OF INTEREST:SURVEYORS CERTIFICATION: SURVEY NUMBER: SEE PAGE 2 OF 2 FOR LEGAL DESCRIPTION PAGE 1 OF 2 - NOT VALID WITHOUT ALL PAGES FL2109.4415715 AMBERJACK LANE, ATLANTIC BEACH, FLORIDA 32233 10/07/21 10/4/2021 LOT 9 BLK 5 LOT 10 BLK 5 LOT 21 BLK 5 LOT 22 BLK 5 LOT 23 BLK 5 L2 L1B.R. (PER PLAT) 1/2" FIP NO ID 1/2" FIP NO ID 1/2" FIR LB 5488 1/2" FIP NO ID WMWM 1/2" FIP NO ID @ P.T. LOT 8 BLK 5 LINE TABLE: LC AMBERJACK LANE (60' R/W) R/W 25' S.B.L.5' D.U.E.5' D.U.E. 0.172 Ac. 44.3'38.3C/P 22.8'13.2'21.7'25.1'POOL 15.4'10.3'15.4'10.3'COVEREDGRAVEL STOOP 6' WF6' WF 6' WF30.0'CONC. D/W6' WFCARPORTC/P 1 STY. RES #715 1.7' 28.8' 14.9'A/C SHED 7.0' 1.3' OFF 0.3' OFF7.9'1.1' OFF 1.3' OFF 1.6' OFF 1.0' OFF0.3' OFF0.3' OFF 0.4' OFF 0.7' OFF5.3'6.7'29.5'26.1'22.3' 12.7'23.6'25.3'14.0' 1 2 3 SURVEYOR'S NOTES: SETBACK INFORMATION SHOWN ON PLAT, NOT VERIFIED FENCE OWNERSHIP NOT DETERMINED. EASEMENTS, IF SHOWN, ARE BY PLAT OR DEED, UNLESS OTHERWISE NOTED R/W FL2109.4415 BOUNDARY SURVEY DUVAL COUNTY 1 inch = 30' ft. GRAPHIC SCALE (In Feet) 1. COVERED GRAVEL OVER 5' DRAINAGE AND UTILITY EASEMENT 2. 6' WOOD FENCE OVER 5' DRAINAGE AND UTILITY EASEMENT 3. COVERED GRAVEL OVER PROPERTY LINE (REV.0 10/7/2021) RESA22-0005 ST. JOHNS T tT~~ (904) 222-6422 www. ST JOHNSTITLE.com JOB COPY r S 85°18'06• E 80.66' (M} S 85°20V2" E 80.65' (P) --- N 85°20V2" W 80.65' (P) N 85°2ov2· w 80.60' (M} 0 0 ------- 30 .. ◄EXACTA • Land Surveyors, LLC I • r-,::r.~r.': Q -- --\ L 1 N 4 o39'58" E 60.00' (P) N 4039'58" E 60.10' (M) L2 N 85020'02" W 29.54' (P) N 85020'02" W 29.18' (M) • N 0 15 30 Exacta land Survey%i ~i9~ 6 J f· 866 744.2882 o:866.735.191 ~ville· FL32210 3846 Blanding Boulevard, Jackso , RONALD W. WALLING m Rac hel Kotchkowski . I S eyor and Mapper state ofFloridaL.Pron~!~~:beru~73 100 B#8291 Exacta Land Surveyors, LLC I L (904) 241-1 113 www.rocksolidlaw.com _h_ ROC.KSOUO LAW PROPERTY ADDRESS: JOB SPECIFIC SURVEYOR NOTES: LEGAL DESCRIPTION: GENERAL SURVEYOR NOTES: SURVEYOR’S LEGEND CERTIFIED TO: SEE PAGE 1 OF 2 FOR MAP OF PROPERTY PAGE 2 OF 2 - NOT VALID WITHOUT ALL PAGES FLOOD ZONE INFORMATION: SURVEY NUMBER: DATE SIGNED: BUYER: LENDER: TITLE COMPANY: TITLE COMMITMENT:CLIENT FILE NO: FL2109.4415 TAYLOR 715 AMBERJACK LANE, ATLANTIC BEACH, FLORIDA 32233 MEREDITH TAYLOR AND KENNETH TAYLOR 10/07/21 THE BEARING REFERENCE OF NORTH 85 DEGREES 20 MINUTES 02 SECONDS WEST IS BASED ON THE NORTHERLY RIGHT-OF-WAY LINE OF AMBERJACK LANE, LOCATED WITHIN ROYAL PALMS UNIT ONE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 30, PAGE 60 AND 60A OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOT NINE (9), BLOCK FIVE (5) OF ROYAL PALMS UNIT ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGE(S) 60 AND 60A, OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA MEREDITH TAYLOR AND KENNETH TAYLOR; ; ITS SUCCESSORS AND/OR ASSIGNS; AS THEIR INTERESTS MAY APPEAR BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE CITY OF ATLANTIC BEACH, COMMUNITY NUMBER 120075, PANEL NUMBER 408 DATED 11/02/2018. 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine nor imply ownership of the lands or any fences shown hereon. Unless otherwise noted, an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 2. The purpose of this survey is to establish the boundary of the lands described by the legal description provided and to depict the visible improvements thereon for a pending financial transaction. Underground footings, utilities, or other service lines, including roof eave overhangs were not located as part of this survey. Unless specifically stated otherwise the purpose and intent of this survey is not for any construction activities or future planning. 3. If there is a septic tank or drain field shown on this survey, the location depicted hereon was either shown to the surveyor by a third party or it was estimated by visual above ground inspection. No excavation was performed to determine its location. 4. This survey is exclusively for a pending financial transaction and only to be used by the parties to whom it is certified. 5. Alterations to this survey map and report by other than the signing surveyor are prohibited. 6. Dimensions are in feet and decimals thereof. 7. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain said data was performed at www.fema.gov and may not reflect the most recent information. 8. Unless otherwise noted “SIRC” indicates a Set Iron Rebar with a Cap stamped LB#8291, a minimum half inch in diameter and eighteen inches long. 9. If you are reading this survey in an electronic format, the information contained on this document is only valid if this document is electronically signed as specified in Chapter 5J17.062 (3) of the Florida Administrative Code and Florida Statute 472.025. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor. 10. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The symbols have been plotted at the approximate center of the field location and may not represent the actual shape or size of the feature. 11. Points of Interest (POI’s) are select above-ground improvements, which may appear in conflict with boundary, building setback or easement lines, as defined by the parameters of this survey. These POI’s may not represent all items of interest to the viewer. There may be additional POI’s which are not shown or called-out as POI’s, or which are otherwise unknown to the surveyor. 12. Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 13. The information contained on this survey has been performed exclusively by and is the sole responsibility of Exacta Land Surveyors, LLC. Additional logos or references to third party firms are for informational purposes only. 14. Pursuant to F.S. 558.0035, an individual employee or agent may not be held individually liable for negligence. 15. Due to varying construction standards, house dimensions are approximate and are not intended to be used for new construction or planning. LINETYPES Boundary Line Center Line Chain Link or Wire Fence Easement Edge of Water Iron Fence Overhead Lines Structure Survey Tie Line Vinyl Fence Wall or Party Wall Wood Fence SURFACE TYPES Asphalt Brick or Tile Concrete Covered Area Water Wood SYMBOLS Benchmark Center Line Central Angle or Delta Common Ownership Control Point Catch Basin ABBREVIATIONS (C) - Calculated (D) - Deed (F) - Field (M) - Measured (P) - Plat (S) - Survey A/C - Air Conditioning AE - Access Easement ANE - Anchor Easement ASBL - Accessory Setback Line B/W - Bay/Box Window BC - Block Corner BFP - Backflow Preventer BLDG - Building BLK - Block BM - Benchmark BR - Bearing Reference BRL - Building Restriction Line BSMT - Basement C - Curve C/L - Center Line C/P - Covered Porch Elevation Fire Hydrant Find or Set Monument Guywire or Anchor Manhole Tree Utility or Light Pole Well C/S - Concrete Slab CATV - Cable TV Riser CB - Concrete Block CH - Chord Bearing CHIM - Chimney CLF - Chain Link Fence CME - Canal Maintenance Easement CO - Clean Out CONC - Concrete COR - Corner CS/W - Concrete Sidewalk CUE - Control Utility Easement CVG - Concrete Valley Gutter D/W - Driveway DE - Drainage Easement DF - Drain Field DH - Drill Hole DUE - Drainage & Utility Easement ELEV - Elevation EM - Electric Meter ENCL - Enclosure ENT - Entrance EOP - Edge of Pavement EOW - Edge of Water ESMT - Easement EUB - Electric Utility Box F/DH - Found Drill Hole FCM - Found Concrete Monument FF - Finished Floor FIP - Found Iron Pipe FIPC - Found Iron Pipe & Cap FIR - Found Iron Rod FIRC - Found Iron Rod & Cap FN - Found Nail FN&D - Found Nail & Disc FRRSPK - Found Rail Road Spike GAR - Garage GM - Gas Meter ID - Identification IE/EE - Ingress/Egress Easement ILL - Illegible INST - Instrument INT - Intersection IRRE - Irrigation Easement L - Length LAE - Limited Access Easement LB# - License No. (Business) LBE - Limited Buffer Easement LE - Landscape Easement LME - Lake/Landscape Maintenance Easement LS# - License No. (Surveyor) MB - Map Book ME - Maintenance Easement MES - Mitered End Section MF - Metal Fence MH - Manhole NR - Non-Radial NTS - Not to Scale NAVD88 - North American Vertical Datum 1988 NGVD29 - National Geodetic Vertical Datum 1929 OG - On Ground ORB - Official Records Book ORV - Official Record Volume O/A - Overall O/S - Offset OFF - Outside Subject Property OH - Overhang OHL - Overhead Utility Lines ON - Inside Subject Property P/E - Pool Equipment PB - Plat Book PC - Point of Curvature PCC - Point of Compound Curvature PCP - Permanent Control Point PI - Point of Intersection PLS - Professional Land Surveyor PLT - Planter POB - Point of Beginning POC - Point of Commencement PRC - Point of Reverse Curvature PRM - Permanent Reference Monument PSM - Professional Surveyor & Mapper PT - Point of Tangency PUE - Public Utility Easement R - Radius or Radial R/W - Right of Way RES - Residential RGE - Range ROE - Roof Overhang Easement RP - Radius Point S/W - Sidewalk SBL - Setback Line SCL - Survey Closure Line SCR - Screen SEC - Section SEP - Septic Tank SEW - Sewer SIRC - Set Iron Rod & Cap SMWE - Storm Water Management Easement SN&D - Set Nail and Disc SQFT - Square Feet STL - Survey Tie Line STY - Story SV - Sewer Valve SWE - Sidewalk Easement TBM - Temporary Bench Mark TEL - Telephone Facilities TOB - Top of Bank TUE - Technological Utility Easement TWP - Township TX - Transformer TYP - Typical UE - Utility Easement UG - Underground UP - Utility Pole UR - Utility Riser VF - Vinyl Fence W/C - Witness Corner W/F - Water Filter WF - Wood Fence WM - Water Meter/Valve Box WV - Water valve JOB COPY ' ---"Cf' ----• ~ E-,_ __ ~ I----e f--0----0-x:x ~OHL-® -- ----- t--o----o----o--i--------- 1//////, klh -----~ ~----- ~ ~ <i Li 0 ... 11D) A I ◄EXACTA Exada land Surveyors, LLC • Land Surveyors, LLC LBl8l 91 o: 866.735.1916 If: 866.744.2882 3846 Blanding Boulevard, Jacksonville. FL 32210 c COPYRIGHT 2022 KYLE MCDONOUGH, ENGINEER #83601 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF KYLE MCDONOUGH, ENGINEER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:N CCOONNCCRREETTEE:: ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION. FOOTINGS: 3000psi SLAB ON GRADE: 3000psi ALL OTHERS: 3000psi SPLICES IN REINFORCING WHERE PERMITTED CONCRETE: 50 BAR DIAMETER MASONRY: 48 BAR DIAMETER UNLESS SHOWN ON THESE DRAWINGS, MIN. CONCRETE FOR REINFORCING CAST AGAINST EARTH: 3" SLAB ON GRADE: CENTERED EXPOSED TO EARTH OR WEATHER- #6 THRU #11 BARS: 2" #5 BARS & SMALLER: 1-1/2" ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN ACCORDANCE WITH ACI 315 DURING PLACEMENT OF CONCRETE. FLORIDA BUILDING CODE 2020, AMERICAN CONCRETE INSTITUTE, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION CCOODDEESS:: CCOODDEE AANNAALLYYSSIISS:: *2020 FLORIDA BUILDING CODE - BUILDING (7TH EDITION) *2020 FLORIDA BUILDING CODE - RESIDENTIAL (7TH EDITION) *2020 FLORIDA BUILDING CODE - RESIDENTIAL EXISTING (7TH EDITION) *2020 FLORIDA BUILDING CODE - PLUMBING (7TH EDITION) *2020 FLORIDA BUILDING CODE - MECHANICAL (7TH EDITION) *2017 NATIONAL ELECTRICAL CODE GGEENNEERRAALL SSTTRRUUCCTTUURRAALL NNOOTTEESS:: DESIGN CODE: FLORIDA BUILDING CODE 2020 AND ASCE-7-16 ULTIMATE DESIGN WIND SPEED: VULT.: 129 MPH WIND IMPORTANCE FACTOR: I = 1.0 BUILDING RISK CATEGORY: II WIND EXPOSURE: D ENCLOSURE: UNENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT: GCPI = +.18 OR -.18 WIND PRESSURE TO COMPONENTS/ CLADDINGS (MEAN ROOF HEIGHT 13') END ZONE = 3' ZONE EFFECTIVE WIND AREA(SF) WIND LOADS (PSF) POSITIVE SUCTION INTERIOR 10 +51.4 -55.8 20 +49.1 -53.5 50 +46.0 -50.4 100 +43.7 -48.1 END ZONE 10 +51.4 -68.8 20 +49.1 -64.2 50 +46.0 -58.1 100 +43.7 -53.5 NOTE: AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 SSCCOOPPEE OOFF WWOORRKK:: PLANS ARE BASED ON ADDITION OF A 198sf FLEX SPACE & 126sf PORCH TO AN EXISTING RESIDENTIAL DWELLING. WWIINNDD LLOOAADD NNOOTTEESS:: *A101 - SCOPE OF WORK, SITE PLAN, NOTES & ANALYSIS *A102 - PROPOSED SITE PLAN *A103 - FLOOR PLAN, FOUNDATION PLAN, SECTIONS & DETAILS, FRAMING PLANS *A104 - ENGINEERING NOTES & DETAILS, ELEVATIONS *A105 - FLASHING NOTES & DETAILS LLOOCCAATTIIOONN MMAAPP SSCCAALLEE -- NNOO SSCCAALLEE MMAATTEERRIIAALLSS:: WOOD MEMBERS FOR BEAMS & POSTS: (#2 SYP) WOOD MEMBERS FOR STUDS: (#2 SYP OR BETTER) MICROLLAM: 1.9E LLOOTT MMAAPP TTIIMMBBEERR:: ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED AS PER AITC & TPI & NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. PROVIDE TEMPORARY TOP CHORD BRACING UNTIL ROOF SHEATHING IS IN PLACE. ALL WOOD MEMBERS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. PRE-ENGINEERED WOOD TRUSSES SHALL COMPLY WITH TRUSS PLAT INSTITUTE STANDARD WITH PROPER DEAD, LIVE AND WIND LOADS. DRAWINGS SHALL BE SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. PROVIDE HURRICANE CLIPS AT BOTH ENDS OF EACH RAFTER & TRUSS. THE NUMBER AND SIZE OF NAILS CONNECTING TO WOOD MEMBERS SHALL NOT BE LESS THAN THOSE SPECIFIED IN FBC 2010 TABLE 2304.9.1 FASTENING SCHEDULE. GGEENNEERRAALL NNOOTTEESS:: 1. ALL CONSTRUCTION MUST COMPLY WITH ALL GOVERNING CODES. 2. ALL CONTRACTORS AND SUB-CONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND BUILDING CONDITIONS PRIOR TO SUBMITTING A BID. 3. SUB-CONTRACTORS BEFORE STARTING THEIR WORK WILL CHECK AND VERIFY THEIR PARTICULAR RELATED REQUIREMENTS FOR COMPLIANCE ALONG WITH MEASUREMENTS, SURFACE LEVELS, SURFACE CONDITIONS NEAR & ABOUT THEIR WORK. IT WILL BE CONCLUDED THAT EACH BIDDER UNDERSTANDS AND KNOWS WHAT WILL BE REQUIRED. 4. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL OF & WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK ON THE PROJECT OR FOR THE ACTS OR OMISIONS OF THE CONTRACTOR, SUB-CONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE. 5. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS, I.E.: STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES ETC., DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 6. ALL WORK WILL BE COORDINATED WITH OTHER TRADES IN ORDER TO AVOID INTERFERENCE & PRESERVE MAXIMUM HEADROOM & AVOID OMISIONS. EACH CONTRACTOR WILL INCLUDE ALL MISCELLANEOUS ITEMS REQUIRED BY CODE AND NEEDS TO COMPLETE THIS WORK. 7. ALL MATERIAL USED WILL BE NEW & BEAR UL LABELS WHERE REQUIRED & MEET NEMA STANDARDS. 8. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 9. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING, AND/OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACT THE ARCHITECT BEFORE PROCEEDING WITH THAT WORK. 10. ALL SUB-CONTRACTORS WILL PROVIDE A CERTIFICATE OF INSURANCE TO THE OWNER PRIOR TO STARTING ANY WORK ON THIS PROJECT. CERTIFICATE OF INSURANCE CAN NOT BE TERMINATED OR CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO THE OWNER. 11. NO SUBSTITUTIONS OF ANY KIND FOR MATERIALS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS IS ALLOWED. NO "EQUIVALENT" SUBSTITUTIONS WILL BE MADE, UNLESS APPROVED IN WRITING BY THE ARCHITECT & APPROVED BY THE OWNER DUE TO THE LACK OF AVAILABILITY OF ORIGINAL, U.O.N. IN THESE DOCUMENTS 12. EACH CONTRACTOR IS RESPONSIBLE FOR THE FIRST CLASS WORKMANSHIP & WILL ASSUME ALL RESPONSIBILITY FOR THE CARE AND PROTECTIONS OF HIS OWN WORK & MATERIAL FRO DAMAGE. HE WILL MAKE GOOD ANY DAMAGE TO HIS OWN OR OTHER WORK CAUSED BY HIMSELF OR WORKMAN EMPLOYED BY HIM. 13.EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS & RELATED OSHA STANDARDS FOR THE SAFETY OF THEIR EMPLOYEES ON SITE. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE: OWNER, GC, AND RELATED AWARDED TRADES, ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING CONSTRUCTION PHASES OF THIS PROJECT. 14. SHOULD FIRE ALARM & SPRINKLER DRAWINGS BECOME A REQUIREMENT, IT WILL BE THE RESPONSIBILITY OF THE SUB-CONTRACTOR AND TO BE SUBMITTED AS SEPERATE PERMIT ISSUE. SSQQUUAARREE FFOOOOTTAAGGEE IINNFFOORRMMAATTIIOONN:: *NEW CONDITIONED AREA: 1298sf *EXISTING UNDER ROOF: 1422sf *NEW UNDER ROOF: 1746sf SSCCAALLEE -- NNOO SSCCAALLEEWWIINNDDOO BBOORRNNEE MMAAPP SSTTRRUUCCTTUURREE HHEEIIGGHHTT && NNUUMMBBEERR OOFF SSTTOORRIIEESS:: * NO NEW PEAK HEIGHTS * TTYYPPEE OOFF CCOONNSSTTRRUUCCTTIIOONN:: * TYPE: V-B * PROTECTION: UNPROTECTED & UNSPRINKLERED IINNDDEEXX OOFF DDRRAAWWIINNGGSS:: PPRROOJJEECCTT AANNAALLYYSSIISS FFOORR AADDDDIITTIIOONN::LLOOTT CCOOVVEERRAAGGEE IINNFFOORRMMAATTIIOONN:: * LOT AREA: 7841sf * RESIDENCE COVERAGE: 1746sf ** TTOOTTAALL CCOOVVEERRAAGGEE:: 2222%%AA11001102/22/22WEB2022-133TTaayylloorr RReessiiddeenncceeAddition(s) to an Existing Residence715 Amberjack Ln, Atlantic Beach, Fl, 32233TTiittllee PPaaggeeJOB#Reviewed ByKMCOPYRIGHT 2020 KYLE MCDONOUGH, ENGINEER #: 83601. KYLE MCDONOUGH, ENGINEER This item has been electronically signed and sealed by Kyle S. McDonough using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Kyle McDonough 2022.03.15 17:21:09 -04'00'By Toni Gindlesperger at 11:28 am, Apr 05, 2022 By Mike Jones at 7:44 am, Apr 15, 2022 130 Wind-bgroePfb<ljRffilOr, D ~,..t...,.,.,.,-.,..,i,.,s1c"'1n(I,..,..,,. ~140mpho,g,e•tt<-,' ,,,,, .... • • • • HOMPHandwitllin I miloollhomut •, - 0 [REVIEWED JOB COPY (.. 0 0. "' ::;, ~ e • ~-"0 ll ~ rn fa Ocean Fence I Waste Water A Treatment Plant #1 T Donner Rd The Man if est Nest Sailfish Dr E Herb shop '~ ..J 0 _g Amberjack ln ~ Bonita Rd Plaza OonnerRd • 71 5 Amberjack Ln, Atlantic Beach, FL 32233 Bonita Rd A Plaza ~ a. <D C') ,. ::iE: II Se □ WI] [~RE-CE-11/i-ED ___ ___,] □ c COPYRIGHT 2022 KYLE MCDONOUGH, ENGINEER #83601 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF KYLE MCDONOUGH, ENGINEER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:N11.3'25.0'11.1'AA11002202/22/22WEB2022-133TTaayylloorr RReessiiddeenncceeAddition(s) to an Existing Residence715 Amberjack Ln, Atlantic Beach, Fl, 32233JOB#Reviewed ByKMSSiittee PPllaann::SSccaallee -- 11"" == 1100''0' ?11 FIP 10 ID OFF OFF OFF G.7' )VERED ,RAVEL ' '. J . 0 ___, vv ,a uo .. 1= 80.66' (M) ~ S 85°20'02" E 80.65' (P) . LO -15.41c<51~U) cisHEDO LO('() -15.4' C\J C\J ~ STOC?P * L 28.8' f'--J = ::s = Z\ A IE:: I 22 .31 "'?Jil 21 .71 -(\j ~Ir I~ I ·--ry I I I ('() : I <:o ('() ('() /\ LOT 9 -_, ..... ,------., BLKS 0.172 Ac. 22.8' 1 STY. RES #715 44.31 ~l□Nc 0 -('() . 0 -<__..() • • 4 l -( ( 0 ~ CJ t---~ ~&~ .......... -----~~,:!~ 0.7' '"\ .... F 211 FIR 5488 • ,,, 'I : : ' . : . : 411 -1: i ·~ ·. 'l . ~ J I •n I • . • ... , Iii ,.z.11,. .: 0 I I 'I • I L '\ 't ~ A I ~ l..s • 4 •I , h ·• \lf ',1/ '-4 •• ,. .. . <__..() (\j 25' S.B.L. -LO . OJ (\j ,_:_\'.:·< N 85°20'02" W 80.65' (P) .. < ~~---~·<: N 85°20'02" W 80.60' (M) ~ . ~ ... ;.. . ;-'. B.R. (PER PLA T) I . I I ( WMIWM □ □ 1/211 FIP NOID /I .,. jt-1//J =1 ~ [ _______ \21.__:.::c-2J_-:-JO \~ura~~:.c;;~~c m c COPYRIGHT 2022 KYLE MCDONOUGH, ENGINEER #83601 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF KYLE MCDONOUGH, ENGINEER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:N Overframe w/ 2"x6" SYP No.2 Rafters @ 24" O.C. Nails Each End @ 24" O.C. 2"x12" SYP. No.2 Sleeper Fasten Sleeper to Roof Thru 7/16 Sheathing w/ 2- 1/4"x3" Simpson SDS Lag Screws at Each Rafter Intersection 7/16" OSB Roof Sheathing 1 Row 10d Common Nails @ 3" O.C. 1pc Simpson H2.5A w/ 8-8d Common Nails From Rafter to Ledger SSlleeeeppeerr DDeettaaiill aatt OOvveerrffrraammee SSccaallee -- NNoo SSccaallee L1L1 LLeeddggeerr DDeettaaiill SSccaallee -- 11//44"" == 11'' 2x8 Ridge LUS Ridge to Ledger 2x12 PT Ledger (2)1/4"x5" SDS Ledger to Existing Intersecting Framing @: Wet Service Areas - 32" Max 2x4 Knee Wall FFOOUUNNDDAATTIIOONN PPLLAANN SSCCAALLEE -- 11//88"" == 11'' F2F2 F1F1 F2F2 FFoooottiinngg && SSllaabb DDoowweell DDeettaaiill SSccaallee -- NNoo SSccaallee Min. (2) #5 w/ 12" Embedment for Footer Continuation ****NNoottee:: IInn aallll aarreeaass wwhheerree EExxiissttiinngg FFoooottiinnggss//SSllaabbss aarree bbeeiinngg eexxppaannddeedd,, DDoowweell PPiinnss aarree ttoobbee iinnssttaalllleedd ppeerr tthhee DDoowweell DDeettaaiill.. DDoowweellss aarree ttoo bbee EEppooxxyy sseett iiff iinnssttaalllleedd iinn aannyy eexxiissttiinngg ccuurreedd ccoonnccrreettee..**** F1F1 F1F1 F1F1 STOOP SLAB 266830686030LS6030LS2868 1' 2'-8"7'-4"6'21' 2'-7 1/2"6'2'-4 1/2"5'-3 1/2"3' 11'6'6'6'7'18'1'2'-8"7'-4" 11'3'43'-4" X 24'-4" 21'-1" X 6'-0" 10'-7" X 17'-4" 21'-0" X 12'-9" 11'-0" X 2'-11" PORCH EXISTING NEW FLEX EXISTING FFLLOOOORR PPLLAANN SSCCAALLEE -- 11//88"" == 11'' STOOP/SLAB AADDDDIITTIIOONN FFRRAAMMIINNGG SSCCAALLEE -- 11//88"" == 11'' ****NNOOTTEE:: GGaabbllee FFrraammiinngg SSeeccttiioonn oovveerr rreeaarr ddoooorr uusseess SSiinnggllee SShheeaarr BBeeaamm && AAnnggllee-- TTiieess//CCoorrbbllee BBrraaccee CCoonnssttrruuccttiioonn.. MMaaxxiimmuumm DDeessiiggnn LLiivvee LLooaadd ooff tthhiiss rrooooff sseeccttiioonn iiss 666600llbbss ((++//--));; TThheerreeffoorree DDeeccoorraattiivvee CCoorrbbllee''ss mmuusstt hhaavvee aann aalllloowwaabbllee llooaadd lliimmiitt ooff 33330000llbbss EEaa.. ((MMiinn..)) && CCeenntteerrlliinnee mmuusstt CCoonnnneecctt ttoo bbeeaamm @@ 5500%% ooff ssppaann oorr ggrreeaatteerr.. IIff AAnnggllee--TTiieess aarree uusseedd ffoorr mmaaiinn ssuuppppoorrtt,, tthheeyy mmuusstt mmaattcchh tthhee bbeeaamm ssiizzee aanndd ffoollllooww tthhee ssaammee cceenntteerrlliinnee ccoonnnneeccttiioonn.. FFoollllooww mmaannuuffaaccttuurreerr//ssttaattee aapppprroovvaall gguuiiddeelliinneess ffoorr ffuurrtthheerr iinnssttaallllaattiioonn iinnssttrruuccttiioonn aanndd aannyy pprree--ffaabbrriiccaatteedd pprroodduuccttss..**** (2)2X8 BEAM/FASCIA 2X8 RAFTERS @ 24" O.C. 2X8 RAFTERS @ 24" O.C. 2X10 RIDGE L1L1 H2.5A @ EA RAFTER 1'1'-8"1'1'-8"4" CONCRETE SLAB (2) #5 CONT. W/30" MIN. LAP BEND AROUND CORNERS USE CHAIRS FOR ROD SUSPENSION WITHIN FOOTERS SCALE: 1/4" = 1' MONOLITHIC FTG. @ PERIMETER F1F1 4" CONCRETE SLAB (2) #5 CONT. W/30" MIN. LAP BEND AROUND CORNERS USE CHAIRS FOR ROD SUSPENSION WITHIN FOOTERS SCALE: 1/4" = 1' MONOLITHIC FTG. @ STEPDOWN F2F2 CCoollllaarr TTiiee//RRiiddggee BBrraaccee DDeettaaiill LSTA24 Rafter to Rafter Over Ridge 2x6 Collar @ 24" O.C.Fasten Collar to Rafter w/ Min (6) #9x3" Screws Collar Distance @ 1/3 Min, or 2/3 Maximum of total Rafter Rise SSccaallee -- NNoo SSccaallee 2x8 Ridge 2x6 Rafter @ 24" O.C. 4x4 Ridge BraceH2.5A Ea. Side Ridge to Brace H2.5A Ea. Side Ridge to Sill/Plate Scale - No Scale (2)Top Plates (SYP #2) Header, See Schedule Studs @ 16" O.C. (SYP #2) Kings, See Schedule Cripples, See Schedule Threaded Rod Top of Concrete Slab P.T. Base Plate 3"x3"x1/8" Thick Washer w/ Nut(2)Top Plates (SYP #2) 3"x3"x1/8" Thick Washer w/ Nut Scale - No Scale Header, See Schedule Studs @ 16" O.C. (SYP #2) Kings, See Schedule Cripples, See Schedule Threaded Rod Top of Concrete Slab P.T. Base Plate 3/8" Threaded Rod @ 48" O.C. Min. 8" Embed TTyyppiiccaall WWiinnddooww FFrraammiinngg TTyyppiiccaall DDoooorr FFrraammiinngg KKiinngg//CCrriippppllee SSttuudd SScchheedduullee::HHeeaaddeerr SScchheedduullee:: 1: 0 - 35" - Use (2) 2x4 Ganged Headers 2: 36" - 60" - Use (2) 2x6 Ganged Headers 3: 61" - 96" - Use (2) 2x8 Ganged Headers 4: 97" - 120" - Use (2) 2x10 Ganged Headers 5: 121" - 144" - Use (2) 2x12 Ganged Headers 6: 145" - 216" - Use 3-1/2" x 11-1/4" LVL 1: 0 - 35" - Use (1) King/Cripple 2: 36" - 48" - Use (1) King/ (2) Cripple 3: 48" - 72" - Use (2) King/ (2) Cripple 4: 72" - 96" - Use (2) King/ (3) Cripple 5: 96" - 120" - Use (3) King/ (3) Cripple 6: 120" + - Use (3) King/ (4) Cripple 3/8" Threaded Rod @ 48" O.C. Min. 8" Embed R-38 Insulation 1/2" Drywall 4" Conc. Slab 2x4 PT Bottom Plate 2x4 Framing @ 16" O.C. R-13 Insulation 3/8" Threaded Rod @ 48" O.C. See Footer Details: Pg.A102 2x2 w/metal Drip Edge (2)2X8 FASCIA/BEAM Roof Truss System WWaallll SSeeccttiioonn DDeettaaiill SSccaallee -- 11//44"" == 11''FFIIEELLDD FFRRAAMMEE && MMEEAASSUURREEArchitectural Shinglel Roof Suggested Peel & Stick Underlayment (Per FBC-905.1.1.3) over 7/16" OSB Sheathing w/ 8d Ring Shank nails 6" O.C. Field & 6" O.C. Edge Simpson H2.5A @ Ea. Truss S1S1 F1F1 6" From Siding to Finish Grade New Cementituous Lap Siding, Over Moisture Barrier, Over 7/16" OSB Sheathing Nailed @ 6" O.C. Edges & 6" O.C. on Field 36" Overhang w/ Vented Soffit Angle/Corble Brace P1P1 PPoosstt DDeettaaiill SSccaallee -- 11//44"" == 11'' (2)2x12 PT Beams 6x6 PT Post HUC Beams to Post (2)MSTA24 Beam to Post Rafter(s) Saddle-Cut Post for Beam Intersection S2S2 PPoosstt SSeeccttiioonn DDeettaaiill SSccaallee -- 11//44"" == 11'' 6" PT Post (2)2x12 Beams HUC Beams to Post Fascia w/ Drip Edge Flashing H2.5A @ Ea. Rafter 2x6 Rafters @ 24" O.C. Architectural Shinglel Roof Suggested Peel & Stick Underlayment (Per FBC-905.1.1.3) over 7/16" OSB Sheathing w/ 8d Ring Shank nails 6" O.C. Field & 6" O.C. Edge Overhang to Match Existing Field Frame & MeasureMatch ExistingSEE FOOTER DETAILS ABU Base P1P1 AA11003302/22/22WEB2022-133TTaayylloorr RReessiiddeenncceeFFlloooorr PPllaann,, FFrraammiinngg PPllaannss,,SSeeccttiioonnss && DDeettaaiillssAddition(s) to an Existing Residence715 Amberjack Ln, Atlantic Beach, Fl, 32233JOB#Reviewed ByKM2X10 RIDGE PPOORRCCHH FFRRAAMMIINNGG SSCCAALLEE -- 11//88"" == 11''2X6 PT RAFTERS @ 24" O.C.2X6 PT RAFTERS @ 24" O.C.2X12 SLEEPER(S) By Mike Jones at 3:01 pm, Apr 18, 2022 ,---------~----===~---===~==~----~~-rn ' I L __ _ L_ _____ _ JOB COPY [ REVIEWED r Li+-------=== 0 ] 0 0 II II II I I tv ~ L ___ ---------------~ I" ------u 11 J ---I ~ ~ I ~ ~ II I~ II I I □ WI] □ c COPYRIGHT 2022 KYLE MCDONOUGH, ENGINEER #83601 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF KYLE MCDONOUGH, ENGINEER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:MMAATTEERRIIAALL SSPPEECCIIFFIICCAATTIIOONNSS:: CAST - IN - PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M-OR-S MORTAR (ASTM C 270). GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): *SIMPSON STRONG-TIE CO., PRODUCT: EPOXY-TIE SET *SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE AT METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. ACQ TREATED) SHALL BE GALVANIZED OR STAINLESS STEEL. ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. BORATE) SHALL BE Z-MAX COATED. NAILS: ALL NAIL EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL ALL NAILS EXPOSED TO FIRE-TREATED LUMBER SHALL BE STAINLESS STEEL RROOOOFF AASSSSEEMMBBLLIIEESS:: ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC. FFOOOOTTIINNGGSS AANNDD FFOOUUNNDDAATTIIOONNSS:: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THESE PLANS. SSOOIILLSS:: MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN AID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILDS OR ANY OTHER DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF 2'-0" BELOW THE BOTTOM OF THE FOOTING CCOONNCCRREETTEE:: CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC. SLAB & DRIVE 3000 PSI W/ FIBER SSTTEEEELL RREEIINNFFOORRCCEEMMEENNTT:: STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN THESE PLANS. CONCRETE COVER SHALL BE IN ACCORDANCE WITH RBC AND AS FOLLOWS: 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE ALPPED FOR 36 BAR DIAMETERS OR 24", WHICEVER IS GREATER CORNER REINFORCEMENT SHALL BE LAPPED 30". ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS. WWOOOODD:: WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC, EXCEPT AS NOTED IN THESE PLANS. FFAASSTTEENNIINNGGSS:: THE "FASTENING SCHEDULE" IN FBC SHALL BE USED UNLESS OTHERWISE IN THESE PLANS. THE DOUBLE TOP PLATE SHALL HAVE A 4' LAP AND SHALL BE FACE-NAILED WITH (8) 12D SINKERS. HHEEAADDEERRSS// JJAACCKK SSTTUUDDSS:: REFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS. PPOOSSTT AANNDD BBEEAAMM FFRRAAMMIINNGG:: BEAMS ARE (2) GANGED 2X12 TREATED & POSTS ARE 6" PT. ATTACH HEADERS TO POSTS W/ (2) SIMPSON MSTA36 FLAT STRAPS W/ (9) 10Dx1.5" NAILS TO HEADER AND (9) 10Dx1.5" NAILS TO POST. ANCHOR POSTS TO FOUNDATION W/ SIMPSON ABU POST BASE W/ (1) 5/8" THREADED ROD SET 8" INTO FOOTING (12) 16D NAILS TO POST RROOOOFF AANNDD CCEEIILLIINNGG FFRRAAMMIINNGG:: ALL CONVENTIONAL FRAMING SHALL BE SYP #2. REFER TO TRUSS SHOP DRAWINGS FOR TRUSS DETAILS. PROVIDE 1x4 PULIN BRACING ABOVE THE BOTTOM CHORD OF ROOF TRUSSES AT THE SPACING INDICATED IN THE SHOP DRAWINGS. FASTEN W/ (2) 6D NAILS AT EACH TRUSS. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE FIRST TWO RAFTERS OR TRUSS SPACES FRAME THE GABLE ENDS. ATTACH EACH TRUSS/RAFTER TO PLATE WITH H-2.5-A RROOOOFF SSHHEEAATTHHIINNGG AANNDD DDIIAAPPHHRRAAMM AATTTTAACCHHMMEENNTT:: USE 7/16" APA RATED SHEATHING FASTENED W/ 8D NAILS 6" O.C. EDGES, 6" O.C. INTERMEDIATE. GGEENNEERRAALL NNOOTTEESS 1. CODES USED: 2020 FLORIDA BUILDING CODE SIXTH EDITION, ACI, NDS, APA AND ASCE-7-16. ALL LATEST EDITIONS USED. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. 5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DIMENSIONS CANNOT BE DETERMINED FROM THE ARCHITECTURAL PLANS, CONTACT THE ARCHITECT OF RECORD. 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. IT IS RECOMMENDED THAT THE OWNER PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. CCOONNNNEECCTTOORR && CCLLIIPP SSCCHHEEDDUULLEE:: -TRUSS/RAFTER TO TOP PLATE/BEAM: H2.5A -HEADERS/BEAMS TO POSTS/GANGED STUDS @ HEEL: (2) MSTA24 -HEADERS/BEAMS TO POSTS/GANGED STUDS @ FACE: HUC -HEADERS/BEAMS TO CRIPPLES: MSTA24 (PER CRIPPLE) -KING STUD PACK TO BOTTOM PLATE: 3/8" THREADED ROD @ EA. SIDE -KING STUD PACK TO FOUNDATION (OPENINGS EXCEEDING 72"): PA51 -KING STUD PACK TO TOP PLATE: SPH6 -POST BASE TO CEMENTITUOUS SURFACE: ABU -WALL CONCENTRIC TENSION FOR UPLIFT: 3/8" THREADED ROD @ 48" O.C. N 3068 6030LS SSOOUUTTHH EELLEEVVAATTIIOONN SSCCAALLEE -- 11//88"" == 11'' NEW CONSTRUCTION EXISTING CONSTRUCTION 3068 6030LS 6030LS WWEESSTT EELLEEVVAATTIIOONN SSCCAALLEE -- 11//88"" == 11'' 6030LS 2868 NNOORRTTHH EELLEEVVAATTIIOONN SSCCAALLEE -- 11//88"" == 11'' NEW CONSTRUCTIONEXISTING CONSTRUCTION 2868 AA11004402/22/22WEB2022-133TTaayylloorr RReessiiddeenncceeAddition(s) to an Existing Residence715 Amberjack Ln, Atlantic Beach, Fl, 32233JOB#Reviewed ByKMEEnnggiinneeeerriinngg NNootteess && DDeettaaiillss//EElleevvaattiioonnss c COPYRIGHT 2022 KYLE MCDONOUGH, ENGINEER #83601 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF KYLE MCDONOUGH, ENGINEER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:CUT WEATHERBARRIER@45°ANGLE MODIFIED "l" CUTINWEATHERBARRIER LINE OF WINDOW OPENING APPROVEDWEATHERBARRIER OVERSHEATHINGOVER WD STUDWALL 7" 7" 135° STEP 1 STEP 2 TEMPORARILY FOLD-UP&SECUREWEATHERBARRIER (ORTUCK FLAPUNDER) @ HEAD FOLD WEATHER BARRIERINAT JAMBS AND SILL 6" TYP. MECHANICALLYFASTENFANNED EDGE (CAP,NAILS,STAPLES) IFREQUIRED BYFLASHINGMANUFACTURER INSTALL 9" WIDESELF-ADHERINGFLEXIBLEMEMBRANEFLASHING @SILL EXTEND FLASHINGUPJAMBS 6" MIN. STEP 3 STEP 4 APPLY 3/8"NOM.CONTINUOUS BEADOFSEALANT AT JAMBS &HEADOR APPLY TO BACK OFWINDOW NAILING FLANGEINLINE w/ PRE-PUNCHEDHOLES OR SLOTS STEP 5 INSTALL WINDOWPLUMB,LEVEL & SQUAREPERMANUFACTURERSWRITTENINSTRUCTIONS 5" STEP 6 INSTALL 4" WIDESELF-ADHERINGMEMBRANEFLASHINGOVERNAILINGFLANGE @JAMBS EXTENDMEMBRANEFLASHINGMIN. 1" BELOWSILLFLEXIBLE FLASHING 1"MIN." STEP 7 INSTALL 4" WIDESELF-ADHERINGMEMBRANEFLASHINGOVERNAILINGFLANGE @HEAD 1"MIN."EXTEND SELF-ADHERINGMEMBRANEFLASHING 1"MIN. BEYONDJAMBFLASHING NOTE:1. WINDOW INSTALLATION&FLASHING DETAILSARECONSISTENT WITHASTM2112METHOD A-1EXCEPTSELF-ADHERINGMEMBRANEFLASHINGS AREUSED. 2. IT IS THEINSTALLATIONCONTRACTORSRESPONSIBILITY TOVERIFYTHE COMPATIBILITYOF ALLPRODUCTSINCLUDINGWEATHERBARRIER, SEALANT& SELF-ADHERINGFLASHINGMATERIALS USEDDURINGCONSTRUCTION. 3. INSTALL ALL MATERIALSPERMANUFACTURERSWRITTENSPECIFICATIONS. WARNING:SEALANT/FLASHINGSMAYREACT ADVERSELY IFNOTCOMPATIBLE. STEP 8 STEP 9 INTERIOR VIEW FOLD WEATHERBARRIERDOWN & TAPEDIAGONALCUT & ACROSSHEAD OFWINDOW SEAL WINDOW FRAMETOINSIDE OF R.O.WITHSEALANT AT SILL ANDAMINIMUM 12" UPBOTHJAMS TO FORM ABACKDAM. SEAL BALANCEOFFRAME WITH SEALANTORLOW-EXPANDINGFOAM(PROVIDE BACKERRODWHERE REQUIRED)12" MIN. w/SEALANTAPPROVEDWEATHERBARRIER OVERWDSHEATHING FOLDWEATHERBARRIERIN ANDAROUNDJAMBS CUTWEATHERBARRIER INSTALL DOORPLUMB,LEVEL & SQUAREPERMANUFACTURERWRITTENINSTRUCTIONS SET THRESHOLDINBED OF SEALANT APPLY SEALANTATCORNERS & FRONTEDGEOF THRESHOLD STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 NOTE: AT UNPROTECTED DOORS, BOTTOM1/4th OF JAMBS SHALL BECOMPOSITE, P.T.OR OTHER DECAY RESISTANT MATERIAL INSTALL 4" WIDESELF- ADHERINGMEMBRANEFLASHINGOVERLAPPINGDOOR FRAME1/4" INSTALL 4" WIDESELF-ADHERINGMEMBRANEFLASHINGOVERLAPPINGDOOR FRAME1/4" EXTEND SELF-ADHERINGMEMBRANEFLASHING 1" MIN.BEYONDJAMB FLASHING SEE DOOR DETAILSFORFINISH/TRIM DETAILS 4" 1/4" 1/4" 1/4"1"MIN. WINDOW FLASHING INSTALLATION DETAILS N.T.S. DOOR FLASHING INSTALLATION DETAILS N.T.S. 6" 6" 6" 12 " 12 " 6" SIDELA P2" ROOF DE C K UNDERLA Y M ENT SUCCEE D I N GCOURS E RAKE DRIPEDG E END LAP 6" EAVE DRIP ED G E UNDER LAYMEN T PLACE SHINGLES3/8"OVER EAVE & RAKEEDGES TO PROVIDE DRIPEDGEALONG RAKES,CEMENTSHINGLES TO UNDERLAYMENT& EACH OTHER IN A 4" WIDTHOFASPHALT PLASTIC ROOFCEMENT NON- CORRODINGMTLEAVE DRIPTRIM 6"-7" FROM ENDOF FIRST SHINGLE TRIM TABS FROMALLSTARTER COURSESHINGLES STARTER COURSE PLACE SHINGLESCLOSETOGETHER BUT DO NOTCROWDALONG RAKES, CEMENTSHINGLES TOUNDERLAYMENT& EACH OTHER IN A 4" WIDTHOF ASPHALT PLASTICROOFCEMENT NON-CORRODINGMTLEAVE DRIP PLACE SHINGLES 3/8"OVER EAVE & RAKEEDGES TO PROVIDEDRIPEDGE FIRST COURSE 11-1/2" to 12-1/2"11-1/2" to 12-1/2" 1" to 1-1/2"1" to 1-1/2"12"6"SHINGLE NAILING ROOFING DETAILS NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR GREATER,FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENTSHALL BE SELF ADHERING SHEET MEMBRANE APPROVEDBY THE SHINGLE MANUFACTURER FOR USE ON LOWSLOPE ROOFING PROJECTS OPT. PROVIDE LEAD VENTBOOT WITH INTEGRALFLANGE VENT STACK, SEE PLUMBINGFOR SIZE & LOCATIONPREFORMED FLEXIBLEBOOTFLASHING W/ INTEGRAL FLANGESET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVERSHINGLE @ BASE FIBERGLASS SHINGLEROOFING OVER 15#FELTOVER 7/16" OSB OVERPRE-ENG WD TRUSSES INSTALL SHINGLESOVERFLANGE @ HEAD NOTES: 1. INSTALL IN STRICT ACCORDANCE WITHMANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF- ADHERINGFLASHING OVER FLANGE AT HEADONLY WALL SHEATHING STUCCO/CVFINISHASSEMBLY W/ 15# FELTOVER APPROVEDWEATHERBARRIER LAP FELT ANDWEATHERBARRIER OVER VINYLSTUCCO STOP/WEEP EXTEND 15# ROOFINGFELTUP WALL 7" MIN. 5x5 METAL FLASHING OVERROOFING FELT (NAIL TOROOF DECK NOTWALLSHEATHING) CAP SHINGLE - DO NOTNAILINSTALL WITH ROOFCEMENT SHINGLE ROOFING ROOF CEMENT VENT STACK FLASHING DETAIL N.T.S.7" (MIN.)5" (MIN.)1-1/2" (MIN.)WALL FLASHING DETAIL - STUCCO N.T.S. WALL SHEATHING SYN WD SIDING OVERAPPROVED WEATHERBARRIER LAP WEATHER BARRIEROVERMETAL FLASHING AND SECUREWITH STARTER STRIP EXTEND 15# ROOFINGFELTUP WALL 7" MIN. 5x5 METAL FLASHING OVERROOFING FELT (NAIL TOROOFDECK NOT WALL SHEATHING) CAP SHINGLE - DO NOTNAILINSTALL WITH ROOF CEMENT SHINGLE ROOFING ROOF CEMENT WALL FLASHING DETAIL - LAP SIDING N.T.S.7" (MIN.)5" (MIN.)1-1/2" (MIN.)VALLEY SHINGLE INSTALLATION:INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MIN. 12" PASTCENTER LINE OF VALLEY. SEE MANUFWRITTENINSTRUCTION FOR ADDITIONALINSTALLATIONINFORMATION 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE 24" WIDE METALVALLEYFLASHING OVER 15# FELT FIBERGLASS SHINGLEROOFING OVER 15# FELTOVER 7/16" OSBOVERPRE-ENG WD TRUSSES VALLEY FLASHING DETAIL N.T.S. FIBERGLASS SHINGLE ROOFINGOVERUNDERLAYMENT INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE ATHEAD GALVANIZED METAL OFF- RIDGEVENT WITH BAFFLE. SETINPLASTIC ROOF CEMENT ORSEALANT SCREEN INSTALL OFF-RIDGEVENT FLANGE OVERSHINGLESAT BASE 7/16" OSB OVERPRE- ENG WDTRUSSES OFF-RIDGE VENT FLASHING DETAIL N.T.S. STUCCO/CVFINISHASSEMBLY LAP BARRIER OVERNAILINGFLANGE VINYL DRIP/WEEP SCREED 5"x5" METAL FLASHING KICK-OUTFLASHING (SEEDETAIL)2" EXTEND KICK-OUT 2"BEYOND FASCIA FELT UNDERLAYMENT SHINGLE ROOFING MTL DRIP EDGE FASCIA 8" ( M I N . )110° 5" (MI N. )5" (MIN.)WATERTIGHTSE AL NOTE: INSTALL KICKOUTFLASHING ATBOTTOM OFROOF & WALL INTERSECTIONS WALL/KICKOUT FLASHING DETAIL N.T.S. N.T.S. NOTES: 1. INSTALL IN STRICT ACCORDANCEWITHMANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF-ADHERINGFLASHING OVER FLANGE AT HEAD ONLY LINE OF DOOR OPENING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER MOUNTING FLANGE. EMBED BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 1/2" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. JAMB FLASHING 135° 9" 9" CUTLINE 4 5EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 1/2" (220MM) ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNERS TO TEMPORARILY HOLD FLASHING IN PLACE UNTIL WRB IS APPLIED. TOP LEFT CORNER OF WINDOW INTERIOR VIEW SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. WEATHER RESISTANT BARRIER (WRB) 1 8 1 SILL FLASHING 9" SEALANT 5 2 5 SEALANT 3 A A3 SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. 135 ° 9" CUT LINE 9" 1 8 JAMB FLASHING SILL FLASHING 9" 3 2 SEALANT 4 5 A A IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. APPLY SILL FLASHING APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8 1/2" APPLY JAMB FLASHING APPLY BEAD OF SEALANT AT HEAD APPLY HEAD FLASHING WINDOW INSTALLATION (METHOD A-1) STEPS 8 1/2 " 6 7 5 8 2 3 4 1 WINDOW INSTALLATION (METHOD B-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SEALANT BEAD BEHIND MOUNTING FLANGE. JAMB FLASHING APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 1/2" ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT). 5 8 7 1 8 1/2" SEAL THE WINDOW FRAME TO OPENING. APPLY A 3/8" NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE-PUNCHED HOLES OR SLOTS.FLASHING SECURE WRB AT HEAD FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. HEAD FLASHING7 SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. 8 THROUGH WINDOW JAMB SECTION A WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. THROUGH WINDOW JAMB SEALANT BEAD BETWEEN MOUNTING FLANGE AND FLASHING. WRB SECTION A APPLY SILL FLASHING APPLY JAMB FLASHING APPLY BEAD OF SEALANT AROUND THE PERIMETER OF THE BACK SIDE (INTERIOR SURFACE) OF WINDOW MOUNTING FLANGE. IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY BEAD OF SEALANT ACROSS THE FACE OF MOUNTING FLANGE AT HEAD APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. 8 SECURE WRB @ HEAD 7 6 8 4APPLY A 3/8" NOM. DIA. BEAD OF SEALANT TO THE BACKSIDE (INTERIOR) OF THE MOUNTING FLANGE AROUND THE ENTIRE PERIMETER. PLACE BEAD IN LINE WITH ANY PRE-PUNCHED HOLES OR SLOTS. 6 1 3 IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. 3 2 4 5 1 STEPS FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. AFTER INSTALLATION HEAD FLASHING SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM JUNCTURE. 8 1/2 " 7 FLASHING NOTE: NO W.R.B. REQUIRED @ C.M.U. EXTERIOR NO W.R.B. REQUIRED @ C.M.U. EXTERIOR AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. WEATHER RESISTANT BARRIER (WRB) 1 NOTE: INTERIOR VIEW TOP LEFT CORNER OF WINDOW N AA11005502/22/22WEB2022-133TTaayylloorr RReessiiddeenncceeAddition(s) to an Existing Residence715 Amberjack Ln, Atlantic Beach, Fl, 32233JOB#Reviewed ByKMFFllaasshhiinngg NNootteess && DDeettaaiillss0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 JOB COPY WI] 00 0 0 □ APPENDIX RD -FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach R-Value Computation Method FORM R402-2020 Florida Climate Zone PROJECT NAME AND ADDRESS: OWNER: PERMIT TYPE: WORST CASE? BUILDER: PERMITTING OFFICE: JURISDICTION NUMBER: PERMIT NUMBER: NUMBER OF UNITS: CONDITIONED FLOOR AREA: Scope: Compliance with Section R402.1.2 of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form R402 for single-and multiple-family residences of three stories or less in height, additions to existing residential buildings, alterations, renovations and building systems in existing buildings, as applicable. To comply, a building must meet or exceed all of the energy efficiency requirements and applicable mandatory requirements summarized on this form. If a building does not comply with this method, or by the UA Alternative method, it may still comply under Section R405 or R406 of the Florida Building Code, Energy Conservation. General Instructions: 1. Fill in all the applicable spaces of the "INSTALLED" row in the INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT table with the information requested. All "INSTALLED" values must be equal to or more efficient than the required levels. "AVG" indicates an area weighted average is allowed; "LOWEST" indicates the lowest R-value to be installed must be entered. 2. Complete the tables for air infiltration and installed equipment. 3. Read the MANDATORY REQUIREMENTS table and check each box to indicate your intent to comply with all applicable items. 4. Read, sign and date the "Prepared By" certification statement at the bottom of this form. The owner or owner's agent must also sign and date the form. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' GLAZED WOOD BASEMENT SLAB' R-CRAWL FENESTRATION SKYLIGHT' CEILING FRAME MASS WALL FLOOR SPACE REQUIREMENTS U-FACTOR2·3·4 U-FACTOR FENESTRATION R-VALUE WALLR-R-VALUE5·6 R-VALUE WALLR-VALUE & WALLR-SHGC2·3 VALUE' VALUE DEPTH VALUE CLIMATE ZONE 1 NR 0.75 0.25 30 13 3/4 13 0 0 0 CLIMATE ZONE 2 0.40 0.65 0,25 38 13 4/6 13 0 0 0 VALUE AVG AVG AVG LOWEST LOWEST LOWEST LOWEST LOWEST LOWEST LOWEST INSTALLED: R-Value Calculation Method -[PASS/ FAIL] For SI: 1 foot= 304.8 mm; NR = No requirement. (1) R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the R-value specified in the table. (2) The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. (3) For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code, Residential or Section 1609.1.2 of the Florida Building Code, Building, the maximum U-factor shall be 0.65 in Climate Zone 2. An area-weighted average of U-factor and SHGC shall be accepted to meet the requirements, and up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Section R402.3.1, R402.3.2 and R402.3.3. (4) One side-hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement based on Section R402.3.4. (5) A-values are for insulation material only as applied in accordance with manufacturer's installation instructions. (6) The second R-value applies when more than half the insulation is on the interior of the mass wall. (7) R-5 shall be added to the required slab edge A-values for heated slabs. Insulation depth shall be the depth of the footing or 2 feet, whichever is less in Climate Zones 1 through 3 for heated slabs. Air infiltration: Blower door test is required on the building envelope to verify leakage ,c:; 7 ACH50; test report must be provided to code official before CO is issued. Florida Building Code, Energy Conservation Section R402.4.1.2 testing exception may apply for additions, alterations, or renovations. (continued) FLORIDA BUILDING CODE-ENERGY CONSERVATION, 7th EDITION (2020) R-57 APPENDIX RD -FORMS FORM R402-continued EQUIPMENT REQUIREMENTS AND INSTALLED VALUES Fill in the "INSTALLED EFFICIENCY LEVEL" column with the information requested. For multiple systems of the same type, indicate the minimum efficient system. All "INSTALLED" values must be equal to or more efficient than the required level. If a listed "SYSTEM TYPE" is not to be installed, write in "N/A" for not applicable. SYSTEM TYPE MINIMUM EFFICIENCY LEVEL REQUIRED INSTALLED EFFICIENCY LEVEL Air distribution system 1 Not allowed in attic Location: Air handling unit Factory Sealed Factory Sealed? Y /N Duct A-value = R-8 (Ducts in unconditioned attics, Diameter;, 3 in.) A-Value (In unc. attic) = = R-6 (Ducts in unconditioned non attics, Diam.;, 3 in.) A-Value (In unc. non attics)= = R-6 (Ducts in unconditioned attics, Diameter< 3 in.) A-Value (Small ducts in attic) = = R-4.2 (Ducts in unconditioned not attics, Diam. < 3 in.) A-Value (Small ducts in unc) = All ducts are in conditioned space (No minimum) All in conditioned space ? Y /N Air leakage1Duct test Air handler installed: Total leakage= 4 cfm/100 s.f. Air handler not installed: Total leakage= 3 cfm/100 s.f. Total leakage= ___ cfm/100 s.f. Air handler installed? Y/N Duct testing Test not required if all ducts and AHU are within the building thermal envelope and for additions or alterations where ducts extended from existing heating and Test report required? Y/N cooling system through unconditioned space are < 40 linear ft. Air conditioning systems: Minimum federal standard required by NAECA2: Central system :s; 65,000 Btu/h SEER 14.0 SEER (Min)= PTAC EER [from Table C403.2.3(3)] EER (Min)= Other: See Tables C403.2.3(1 )-(11) Type= Effie. (min) = Heating systems: Minimum federal standard required by NAECA2: Heat pump :s; 65,000 Btu/h HSPF;, 8.2 HSPF (Min)= Gas furnace, non-weatherized AFUE;, 80% AFUE (Min)= Oil furnace, non-weatherized AFUE;, 83% AFUE (Min)= Other: Type= Effie. (min)= Water heating system (storage type): Minimum federal standard required by NAECA2: Capacity= Eiectric3·' UEF 40 gal. 0.923; 50 gal.: 0.921; 60 gal.: 2.051 UEF (Min)= Gas fired4•8 UEF 40 gal. 0.580; 50 gal.: 0.563; 60 gal.: 0.766 UEF (Min)= Other ( describe )5• ': Type= Effie. (min)= Equipment Efficiency-[PASS / FAIL] (1) Ducts & AHU installed "substantially leak free" per Section R403.3.2. Test required by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(!), (g}, or (i}, Florida Statutes. The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope, and for additions where ducts frorn an existing heating and cooling system extended to the addition through unconditioned space are less than 40 linear ft. , (2) Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA rules and regulations. For other types of equipment, see Tables C403.2.3 (1-11) of the Commercial Provisions of the Florida Building Code, Energy Conservation. (3) For electric storage volumes:,; 55 gallons, minimum UEF = 0.9349-(0.0001 *volume). For electric storage volumes> 55 gallons, minimum UEF = 2.2418-(0.0011 *volume). (4) For natural gas storage volumes:,; 55 gallons, minimum UEF = 0.692-(0.0013 * volume). For natural gas storage volumes> 55 gallons, minimum UEF = 0.8072- (0.0003 * volume). (5) For electric tankless, min. UEF = 0.92. For natural gas tankiess, min. UEF = 0.81. (6) Referenced UEFs shown are for medium draw pattern value provided by manufacturer. (continued) R-58 FLORIDA BUILDING CODE-ENERGY CONSERVATION, 7th EDITION {2020) APPENDIX RD -FORMS FORM R402-continued MANDATORY REQUIREMENTS Component Section Summary of Requirements Check To be caulked, gasketed, weatherstripped or otherwise sealed per Table R402.4.1.1. Recessed lighting IC-rated as having ,,; 2.0 elm Air leakage R402.4 tested to ASTM E283. Windows and doors: 0.3 elm/sq.ft (swinging doors: 0.5 elm/sf) when tested to NFRC 400 or AAMA/WDMA/CSA 101/1.S. 2/A440. Fireplaces: Tight-fitting flue dampers & outdoor combustion air Programmable thermostat R403.1.2 A programmable thermostat is required for the primary heating or cooling system. Ducts shall be tested as per Section R403.3.2 by either individuals Air distribution system R403.3.2 as defined in Section 553.993(5) or (7), Florida Statutes, or R403.3.4 individuals licensed as set forth in Section 489.105(3) (I), (g) or (i), Florida Statutes. Air handling units are not allowed in attics. Comply with efficiencies in Table C404.2. Hot water pipes insulated Water heaters R403.5 to ~ R-3 to kitchen outlets, other cases. Circulating systems to have an automatic or accessible manual OFF switch. Heat trap required for vertical pipe risers. Sizing calculation performed & attached. Special occasion cooling Cooling/heating equipment R403.7 or heating capacity requires separate system or variable capacity system. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if Swimming pools & spas R403.10 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency is 82%. Heat pump pool heaters minimum COP is 4.0. Not less than 90% of the lamps in permanently installed luminaires Lighting equipment R404.1 shall have an efficacy of at least 45 lumens-per-watt or shall utilize lamps with an efficacy of not less than 65 lumens-per-watt. I hereby certify that the plans and specifications covered by this form are Review of plans and specifications covered by this form indicate in compliance with the Florida Building Code, Energy Conservation. compliance with the Florida Building Code, Energy Conservation. Before PREPARED BY: Date construction is complete, this building will be inspected for compliance in I hereby certify that this building is in compliance with the Florida Building accordance with Section 553.908, F.S. j Code, Energy Conservation. CODE OFFICIAL: OWNER/AGENT: Date: Date: FLORIDA BUILDING CODE-ENERGY CONSERVATION, 7th EDITION (2020) R-59 1 IMPORTANT PERMIT AND INSPECTION NOTES BUILDING. 1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits. 2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68. 3. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68 and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE). 4. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof. 5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch) will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly. 6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC- R401. 7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection. 8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 9. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 10. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown- coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection. c. All roofing projects require an In-Progress Inspection, Residential and Commercial. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 11. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be sealed. 12. Please post the building permit documents in a conspicuous location, before start of construction, including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The Police Department may review the management plan for compliance and parking. 13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City Manager. 2 14. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan review and approved before it can be inspected. Building inspectors are not authorized to approve changes to the approved plans in the field. (See Mechanical) 15. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply, including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR) and installed during or immediately after excavation. EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY. 1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBC- EB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that information on the plans, with the Design Criteria and Code Analysis. 2. The requirements for the method specified will be found in the corresponding FBC-EB Chapter. 3. When it is discovered during construction that the Compliance Method is not correct, or the project has expanded into another Compliance Method, revised plans will be required to update the Permit. No inspections will be conducted until the approved revisions are on site. 4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current provisions for Energy Conservation, including weatherproofing and insulation will apply. 5. Building inspectors are not authorized to approve changes to the approved plans in the field. ROOFING. a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F ELECTRICAL. 1. Electrical work must comply with the provisions of the 2014 NEC. 2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing Approval Documents for the conductors and the termination points, at each end, specifically allow connection without the compound. (Three documents will be required) PLUMBING. 1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5. 2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer 3 must be internally examined to verify proper size and slope and that piping is not broken or obstructed, per FBC-R, P2502.1. 3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection. 4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per FBC-R, P2604.3. MECHANICAL. 1. All equipment and duct work must match the approved plans and Energy Sheets. The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the Mechanical Contractor with State License Number. FUEL GAS. 1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas. 2. LP gas storage systems and outside piping must comply with NFPA 58. 3. All underground gas piping and tubing must be buried with 12-inches of cover. 4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval. 4 01/23/20, 02/13/20 By Toni Gindlesperger at 2:21 pm, Apr 25, 2022 RESA22-0005 By Mike Jones at 1:38 pm, Apr 27, 2022 REVIEWED FOR CODE COMPLIANCE JOB COPY ication .;. :i~.,-,. , Building Permit Appl -.~ f _jt City of Atlantic Beach Building ~ 800 Seminole Road, Atlantic Be ' Department ach, FL 3223 o1, Phone: (904) 247-5826 Email: Building-Dept Job Address: 715 Amberjack Lane Atlantic Beach, FL 32233 Legal Description 30-60 17-2S29E, Royal Palms Unit 1, Lot 9 Blk 5 RECEIVED REVIEWED I.A..l'\..J'-JOtJ.UJ Permit Number: ___________ _ RE# 171194-0000 Valuation of Work {Replacement Cost) $_7_,o_oo_._oo _____ Heated/Cooled SF _1_98 ____ Non-Heated/Cooled ____ _ • Class of Work: □New 0Addition □Alteration □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): □Commercial 0Residential • If an existing structure, is a fire sprinkler system installed?: □Yes 0No • Will tree ust submit se emova Permit No Describe in detail the type of work to be performed: Addition of bonus room 11x18to match existing roof height of 132" with a 21X6 covered front porch. Florida Product Approval# ___________________ for multiple products use product approval form Property Owner Information Name Kenneth B. Taylor City Atlantic Beach E-M a ii kbtaylor16@yahoo.com Address 715 Amberjack Lane State _F_L __ Zip 32233 Phone _9_04_-_80_3_-8_0_0_1 ________ _ Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ___________________ _ Contractor Information Name of Company _H_O_M_E_O_W_N_E_R ____________ Qualifying Agent _______________ _ Address ____________________ City ________ State ___ Zip _____ _ Office Phone Job Site Contact Number _______________ _ State Certification/Registration# E-Mail ______________________ _ Architect Name & Phone# _V_er_m_a..:...y_A_rc_h_ite_ct_s _____________________________ _ Engineer's Name & Phone# __________________________________ _ Workers Compensation Insurer _______________ OR Exempt o Expiration Date _______ _ 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 RESUL IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND llt:A.11'■.DULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE COMMENCEMENT. (Signa ure o ner or Agent) (Signature of Contractor) d' d i to (o, ,tt;,med) befme me tM,:Jl.!d,y of s;gned and swum to (o, affi,med) befoce me th;s __ day of , bJ._ ~ , _ _, _ __,by ui4LMl lr:AQNjcL, ------- (Signatu~fNotary) (Signature of Notary) 0Personally Known OR I ] Personally Known OR I I Produced Identification I ] Produced Identification Type of Identification: --,1i---::~=---..!!l.X-l,J.W.W1....t.1'lillJl~11C..J.~iU4-, Type of Identification: _____________ _ NOTICE OF COMMENCEMENT State of _F_lo_rid_a __________ _ Tax Felio No. _____________ _ County of _D_u_v_al __________ _ 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: 30-60 17-2S29E Royal Palms Unit 1 Lot 9 Blk 5 Address of property being improved: 715 Amberjack Lane Atlantic: Beach, FL 32233 General description of improvements: Bonus room addition and front porch addition (, s l(__({) (_'2-( 14:,} Owner: Kenneth B, Taylor Address: 715 Amberjack Lane Atlanlic Beach, FL 32233 Owner's interest in site of the improvement: ______________________________ _ Fee Simple Titleholder (if other than owner): ______________________________ _ Name: ________________________________________ _ Contractor:------------------------------------------ Address: _______________________________________ _ Telephone No.: _________ _ Fax No: ____________ _ Surety (if any) _____________________________________ _ Address: _______________________ .llmount of Bond$ _________ _ Telephone No: __________ _ Fax No: ------------- Name and address of any person making a loan for the construction of the improvements Name: ________________________________________ _ Address: _______________________________________ _ Phone No: ____________ _ Fax No: ------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name:---------------------------------------- Address:---------------------------------------- Telephone No: __________ _ Fax No: ------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: ________________________________________ _ 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): -------------------1---------F---+------------- THIS SPACE FOR RECORDER'S USE ONLY i I. 2-l " 2-£:)'2-.1 Signed: Date: _'1 ______ . ...____ .<;,.; •ii;·•. CHERYL ;,., GA.1\(1;,. il~\ Notary ?ublic • State of Florida \.<1.W.Ji Commilsion f GG 972051 .._~1o,r-.Cf-/ MY Comm. Expires Mar 31, 20H .......... Bonded throush National l'lotary A1m. Before me this _4.c......,._ day of +-IP--lj«--':.'L....d.--in the County of Duval, State Of Florida, has personally appear <::..:,~-""--------------- Notary Public at Lar~e, State of F\~1!, CounJy 4f f>.uval.: / My commission expires: a 1-3 J L ;,z...o ';).,':f._ Personally Known: I Produced Identification: ___________________ _ or RESA22-0005 By Toni Gindlesperger at 2:21 pm, Apr 25, 2022 By Mike Jones at 2:28 pm, Apr 27, 2022 50.00 OFFICE COPY [ RECEIVED Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Bui!ding-Dept@coab.us D Revision to Issued Permit OR 0 Corrections to Comments Project Address: 715 Amberjack Lane Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAV IS REQUIRED. PERMIT#: _______ _ Date: 04/20/2022 Contractor/Contact Name: Ken Taylor -------------------------------- Contact Phone: (904) 803-8001 Email: kbtaylor16@yahoo.com ------------- Description of Proposed Revision/ Corrections: Addition of bonus roan of 11x18 to match existing roof height of 132" (11 feet) with a 21 x6 covered front proch I_K_en_T_a....:;y_lo_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? 0No D Yes (additional s.f. to be added: ____________ ) -- •~ill proposed revision/corrections add additi lJNo 0•ves (additional increase in buildi ) (Contractor must sign if increase in valuation) (Office Use Only) D Approved \lDenied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments _____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services [REVIEWED ] ----Date Updated 10/17/18 l By Toni Gindlesperger at 2:23 pm, Apr 25, 2022 ~-41101BWIUC t otiJCJEI @ww.me~lat1ZOOe.COffi WUibilgt idilipb · -Zone 0 0 . .. \ /l,_c f o :,e. D · v e ,z. L\.PM '.').) ..., v-.1 ,o uo·· I= 80.66' (M) '5°20'02" E 80.65' (P) A~ \-\ i')~i<j~~G C) JOB COPY G1 WF _ 51 D.U.E. STOOP 28.8' ----2 2. 3' "Ft:~2::, ::_ 75 1 ::::r---:a ch "'1" LOT9 - BLK 5 22.8· 0.172 Ac. 0 ('() 0 1 STY. RES #715 ~ □Ne - 2" FIR 5488 U) C\J -LO CJ') C\J N 85020'02" W 80.65' tpl N 85°20'02" I (' / B.R. (f WM WM □ 0 1/2" FIP ' . t l .. ( <: 0 'I: ~ AMBERJACK LAI .DlO~~ ~~ .~ su-.1~ rECEIVED J ~ • By Toni Gindlesperger at 2:23 pm, Apr 25, 2022 [ RECBVED l APPENDIX RD-FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach R.Value Computation Method FORM R402-2020 Florida Climate Zone PROJECT NAME ANO ADDRESS: Taylor Addition 715 Anlbarjack Lane Atlantic Beach, FL 32233 OWNER: Ken Taylor PERMIT TYPE: WORST CASE? BUILDER: Owner PERMlfflNG OFFICE: JURISDICTION NUMBER: PERMIT NUMBER: NUMBER OF UNITS: CONOmONED FLOOR AREA: Scope: Compliance with Section R402.1.2 of the Florida Building Code, Energy Conservation, shall be demons!rated by the use of Form R402 for single-and muttlple-family residflnces of three stories or less in height, additions to existing residential buildings, alterations, renovations and building systems in existing buildings, as applicable. To comply, a building must meal or exceed all of the energy efficiency requirements and applic11ble mandatory requiremenfs summarized on lhis form. If a building does not comply with this me1hod, or by the UA Alternative method, It may still comply under Section R405 or R406 of the Rorida Building Coae, Energy Conservation. General Instructions: t. Fill In all the appllcable space& of the "INSTALLED" row In the INSULATION AND FENESmATION REQUIAEMENTS BY COMPONENT table wilh the lnrormellon n1quested. All "INSTALLISD .. values must be squ111 to or more e11I0Ien1 tftan tne required level• ... AVG" lndloatee an area we!gnted average ie allowed; "LOWEST" h1dlcastes ttie low••t ff.value to be Installed moat be entered. 2. Complete lhe tablea for air lnllrtratlon and I net11ll11d equipment. 3. Read the MANDATORY REQUIREMENTS table and clle-Ok each bo,r to lndleate your Intent to comply with all applicable Items. 4. Read, 9lgn and date the "Prepared By" certification statement at the bottom of this form. The owner or owner's agent mu&t al&o sign ,nd dete the form. INSULATION ANO FENESTRATION REQUIREMENTS BY COMPONENT' GLAZED WOOD BASEMENT SLAB' R· CFIAWL FENESTRATION SKYLIGHT' CEILING FRAME MASS WALL FLOOR SPACE I REQUIREMENTS l>-FACTOA'-'•' U-FA.CTOR FENESTRATION IJ.VALl/e WALL R-R-VALUE" R•VAUJE WALL fJ-VALUE& WAUIJ. SHGC" VALUE' VALUE DEPTii VALUE CLIMATE ZONE I NR 0.76 0.25 3□ 13 314 13 0 0 0 I CLIMATE ZONE 2 0.40 0.65 0.25 sa 13 4/(J 13 0 D D VALUE AVG AVG AVG L W ST LOWEST LOWEST LOWEST LOWEST LOWEST LOWEST I STALLED: ff.Value Calculation Method •[PASS/ FAIL] For SI: 1 loot = 304.8 m,11; NR -N(> req~i,emenL (1) R-values ore minimums. U-faelors and SHGC ma maximums When lnsulailon is lnslalled In a cavity which Is less Ihan Iha label or design 1hickness of Ihe Insulation, lhe installed A-value ol tM lnsulallon shall not be less lhan lhO R-vfllue spaclfiAd In lhe tablo. (2) The ronostrallon U•lactor column excludes si<ylighls. The SHGC column applies lo all glazed fenestration. Excepllon: Skylights may be excluded fmm glazed fenestration SHGC requlremenls lo Climate Zones 1 through 3 where the SHGC for such skyllghla doas not exceed 0.30. (3) For Impact rated fenestmllon complrlng wUh Seclion A301 .2. 1 .2 of the Florida Building Code, ReskJenlia/ or Section 1609.1,2 of the Florida Building Code. Bui/ding. lh8 m!I.Xlmum U-tactor shal be 0.66 ,n Climate Zone 2. An ereo-weighted average of lJ.factor and SHGC shall be accepted to meel lhe requirements, and up lo 15 square feet ol glazed fenestration area are exempted from the U-fector and SHGC requirement based on Secl,on R402.3. t, R402.3.2 and R402.3.$. ™ One slde•hirtged opaque door a11Sembly up to 24 square feel Is exempted lrom this U-taclor leqUlremenl based on Section R4D2.3.4. R-val!Jes are for Insulation material only as BP.plied In aocordance with manutacturor·s Installation lnstructro~.s. The l18C:Ot1d R-valua applies when more lhan hall tho lnsulallon Is on the inter/01 ot the mass wall. R-5 shall be added to ihe required slab edge R-values tor heated slobs. lnsula!lon deplh shall be 1119 daplh of !he loollng or 2 feet, whichever Is less in Clirnote Zones 1 lhrou9h 3 for heated slabs. Air lnflllra1lon; Blower door test js required on lhe building envelope lo verify leakage~ 7 ACHSO: lest report must be provided to coda official before CO is isslJad. Florida Building Code, Energy Conservation SecUon R402.4.1.2 testing exception may apply for addlllons. elleralions, or ranovauons. (continued) FLORIDA BUILDING CODE-ENERGY CONSERVATION, 7th EDITION (2020) R-57 APPENDIX RO -FORMS FORNI R402---<:0nll n ued EQUIPMENT REQUIREMENTS AND INSTALLED VALUES Fill In lhe "INSTALLED EFFICIENCY LEVEL" column wHh the Information requested. For mulllple systems ol lhe same typa, Indicate the minimum efficient 11yetem. All "INSTALLED" values muel be equal to or more efflckmt than the required level. II a listed "SYSTEM TYPE" i& not to be lnsltllled, write ln "NIA" IOf not appl!cable, SYSTEM TYPE rl A-ir-d-,s-,r-ib-ut-10,1 sysre;;;-,-- Air handling unl1 Duct R-value i Air leakage'Ouct test Duct lasting ~ conditioning systems: -- 011lral systom ~ 65,000 Btulh PTAC 'Othar; MINIMUM EFFICIENCY LEVEL REQUIRED -----Nol allowed in attic Factory Sealed = A-8 (Duels in unconditioned attics, Diamelar "-3 in.) = A~ (Ducts in unconditioned non attics, Diam. "-3 In.) = A~ (Ducts in uncondl1ioned affics. Diameter< 3 in.) = R-4. 2 (Ducts in uncondl1Ioned not allies, Diam. < 3 in.) All ducts a re in ~oMltloned space (No minimum) Air handler Installed: Tolal leakage= 4 cfm/100 s.f. Air h11ndler nOI installed: Total leakage= 3 clm/1 00 s.f. Tesl not required If all ducts and AHU are within the building thermal envelope and for additions or alterations where ducts extended Jrom exisUng healing and cooling system through uncondttloned space are < 40 linear fl_. ____ _ Minimum lederal standard required by NAECA': SEER 14.0 EER [1rom Table C403.2.3(3)) $00 Tables C403.2.3(1 H11 l . ----------. ---- : Healing systems: Minimum federal standard required by NAECA': I Heat pump ::; 65,000 Btu/h HSPF ~ 6.2 ! Gas lurnaco, non-weatherized AFUE ~ 80% · 011 furnace. non-weatherized AFUE ~ 63°/. : w~::..,, .,,,~ ,_,. "'"' I"-~_:,,"""""",...,.., °' "'"'" Elactric' • UEF 40 g~I. 0.923: 50 gal.: 0.821; 60 gal.: 2.051 Other (describe)'·•: INSTI\Lll!D EFACIENCY LEVEL -I Location: Fa cto,y Sealed? YIN R-Value (In unc. attic) = A.Value (In unc. non anics) = R• Value (Small ducts in attic) = R-Value (Small ducts in unc) = Al I In condilioned space '! YIN Total leakage= ____ cfm/100 s.t. Air handler installad? VIN Test report requ I red? YIN NO SEER (Min)= 14.5 ;EEA (Min}= Type., Ettie. (min)= HSPF (Min)= AFUE (Min)= 6.8 AFUE (Min)= Type= Effie. (min) = Capacity= 50 gal UEF (Min)= ,921 UEF (Min)= Gas fired'·' 1 UEF 40 gal. 0.580; 50 gal.: 0.563; 60 gal.: 0.766 --------------'-Type= eleclric Effie. (min)= J Equipment Efflclency--{PASS / FAIL] (1) Ducts & AHU Installed 'substanti811y teak fme" per Section R403.3.2. Test required by either Individuals as deflnod In Section 553.993(5) or (7), Florido Statutes, or Individuals licensed as set forth In Section 489.105(3)(1), (g), or (I), Florfda Statutes. The lolat leakage rest is not required for d~cl~ and air hAndler& located enllrely within lhc building thermel envelope, and for addll1ons where duels lrom an existing healing and cooling system extended lo tho addition through unconditioned space are less than 40 linear f\. (2) Minimum ornc1encles are those set by tho Na/Iona/ Appll,m~,1 Enemy Conservation Act of 1987 for typical residential equlpment and ero subject to NAECA rules snd regulations. For other types of 9<luijlment, soo Tables C403.2.3 (1-11) of the Commercial Provisions of the Florida Bu11dln9 Ccida. E11erpy Conservation. (3) For otectrlc storage volumes s 55 gallons, minimum UEF = 0.9349 -(0.0001 • volume). For electric storage volumes > 55 {lallons. minimum UEF = 2.2418 -(0.0011 • volume). (4) For natural ga,s sturage volumes < 55 gallons, minimum UEF => 0.692 -(0.0013 • votume), For natural gi,s storage volumes > 55 gellons, minimum UEF = O.R072 - (0.0003 • volume). (5) For electric tankless, min. UEF "0.92. For natural gas tanktess. min. UEF = 0.81. (6) Referenced UEFu shown are for medium draw pattern value provided by manufacturer. (cont/nus a) R•58 FLORIDA BUILDING CODE-ENERGY CONSERVATION, 7th EDITION (2020) .. l~!h _-,: . I I Component Air l•a~age I :Programmable thermostat 1 1-- 1 Air dlstrlbu1Ion system I I ~"•h,,.ra I Cooling/heating equipment -----I 0 S..mraioa """' & ,.., I I APPENDIX RD -FORMS FORM R402-<:ontlnued MANDATORY REQUIREMENTS Section R402.4 A403.1.2 R403.3.2 R40~.3.4 R403.5 R403.7 R403.10 -_-_-_-___ SurnmaryofReq1.dremente ---I To be caulked, gaskeled, wealh ell! tripped or oth 11rwise sealed par Table R402.4.1.1. Recessed llghtlng IC-rated as having;; 2.0 elm tesled to ASTM E283. WI n(lows an<l doors: 0. 3 cfm/sq. ft (swinging doors: 0.5 cf mist) YI hen !ested to NFAC 400 or AAMAJWDMAfCSA 10111.S. 2/A440. Fireplaces: Tight-titting flue dampers & outdoor combusLion air A programmable lhem,ostat .s required for Iha pt1~ry hea.Ling or cooling system. Duels shall b(l !esled as per Saclion A403.3. 2 by &ither Individuals as defined In Se<:lion 553.993(5) or (7), Florida Statutes, or indiYlduals llcensaa' as set forth in Section 489.105(3) (f), (g) or (i), Flon'da Sla/u/es. Air hendllng units are not allowed In altics. Comply with eHiclenctos in Tabla C404,2, Hot water pipes insulated to z R-3 to kl tch an o ull els, other cases, Circulating sys!ema 10 have an auloma lie or ac~sslble manual OFF switch. Hea I trap reqlired 1 ror verlica! pipe ris1,rs, Sizing c11lculatlon performed & attach!!d. Sp .. cial occasion cooling or healing c-.ipac,ty requires separate system or variahle capacity system. I Spas end heated pools must h8V8 vapor-retardant oovers or a llq_uld covor or other means proven fo reduce heat loss except If 70%•of heat from slte-reoovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency is 82%. Heat pump pool heaterG minimum COP is 4.0. Check n/a FLORIDA BUILDING CODE -ENERGY CONSERVATION, 7th EDITION (2020) R-59 RESA22-0005By Toni Gindlesperger at 2:24 pm, Apr 25, 2022By Mike Jones at 2:26 pm, Apr 27, 2022JOB COPY [_R_EVi-lE_Wi_E_o ______ ] [ RECEIVED ] PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *ProjectAddress: 715 Amberjack Lane Atlantic Beach,FL 32233 Permit#: ______ _ *Owner/Project Name: _K_e_n_T_a_y_l_o_r ____________________________ _ As required by Florida Statute 553.842 and Florida Administrative Code Rule 61G20-3, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging jeld-wen single door 2. Sliding 3. Sectional 4. Garage Roll-Up 5. Automatic 6. Other B.WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12.0ther American side sliding Page 1 of 4 Updated 06/21/21 JOB COPY Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding Hardie board lap 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles architectural shingles 2. Underlayments peel and stick 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17.0ther Page Z of 4 Updated 06/21/21 JOB COPY Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood . multiple sizes connector/anchor s1mpson 2. Truss plates 3. Engineered lumber yes 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12.Sheds 13. Other G.SKVUGHTS 1. Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 06/21/21 JOB COPY In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): Ken Taylor *Contractor Signature: *Company Name: _O_w_n_e_r ______________________________ _..,.._...,,,_ _____ _ *MailingAddress: 715 Amberjack Lane *city: Atlantic Beach *State: FL *ZipCode:_3_2_2_3_3 ______ _ *Telephone Number: 904-803-8001 *E-mail Address: kbtaylor16@yahoo.com Cell Phone Number: Fax Number: -----------------------------------------Page 4 of 4 Updated 06/21/21 By Mike Jones at 2:01 pm, May 13, 2022 50.00 OFFICE COPY Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 .. ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:RE:.SB 22-coo.5 D Revision to Issued Permit OR 0 Corrections to Comments Date: 05/03/2022 Project Address: 715 Amberjack Lane Atlantic Beach, FL 32233 Contractor/Contact Name: _K_e_n _Ta....;y_lo_r ___________________________ _ Contact Phone: (904) 803-8001 Email: kbtaylor16@yahoo.com ------------- Description of Proposed Revision / Corrections: Addition of bonus roon of 11x18 to match existing roof height of 132" ( 11 feet) with a 21 x6 covered front proch There will be 3 parking spaces with a min. 9ft x 18ft. (highlighted in orange on the survey) t_K_en_T_a"""y_lo_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? EJNo D Yes (additional s.f. to be added : ___________ ) •~ill proposed revision/corrections add addition lJNo @ves (additional increase in buildin (Office Use Only) ~ Approved D Denied D Not Applicable to Department Permit Fee Due $ ------ Revision/Plan Review Comments _____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services [REVIEWED Date Updated 10/17/18 ] Doc # 2022102912, OR BK 20237 Page 795, Number Pages: 1 Recorded 04/22/2022 01 :45 PM. JOB COPY JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY NOTICE OF COMMENCEMENT RECORDING $10.00 State of _F_lo_rid_a __________ _ Tax Fol io No. \J I l '1~-0U-O-O County of _D_u_v_al _________ _ To Whom It May Concern : The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 30-60 17-2S29E Royal Palms Unit 1 Lot 9 Blk 5 Address of property being Improved: 715 Amberjack Lane Atlantic Beach, FL 32233 General description of improvements: Bonus room addition and front porch addition (tB1t.a) li-4.)4,::,) owner: Kenneth B. Taylor Address: 715 Amberjack Lane Atlantic Beach, FL 32233 Owner's interest in site of the improvement: _____________________________ _ Fee Simple Titleho der (if other than owner): _____________________________ _ Coot,act:,'.m~ ¼~~I~ Address:___::]; ~~Jl W Telephone No.9l.2 v--~':3-'&m 1 Fax No: ____________ _ Surety (if any) ______________________________________ _ Address : _______________________ Amount of Bond$ _________ _ Telephone No: __________ _ Fax No: ____________ _ Name and address of any person making a loan for the construction of the improvements Name:----------------------------------------- Address: ---------------------------------------- Phone No: ___________ _ Fax No: ___________ _ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name:---------------------------------------- Address: _______________________________________ _ Telephone No: __________ _ Fax No: ___________ _ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: _______________________________________ _ 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): --------------------+--------F-----+------------ TiilS SPACE FOR RECORDER'S USE ONLY A~ •~~;-.._ CHERYL 4. G.!.RCIA t!~t:'\ otary Public • State of Florida \~~/.' Commmion • GG 972051 ··1on,if:-' My Comm. Expim Mar J1 , 20H ....... Bonded throu-ah National Notary >.sin. OWNER Signed: -,.,c;._-=---:;.;:-"r-£:i-4---->po!i:---:-:-=F-- , /. 2-l , z_o2_--, Date: _'1 _______ ·c.__.. Before me this _""'..___.__day of in the County of Duval, State Of Florida, has personally appear t:_,..,L-..A<:::.-------------- Notary Pu~li~ at Large, State of F=idr, Coun~ q! ~uval. ,r My comm1ss1on expires: ~ 3 I L ~ 'd-1_ Personally Known: r I or Produced Identification: ___________________ _ JODY PHILLIPS Clerk of the Circuit Court 501 WAdams Jacksonville, FL 32202 Tel. (904) 255-2000 hn-p://www.duvalclerk.com/ http://oncore.duvalclerk.com/ CUSTOMER INFORMATION KENNETH TAYLOR 1 Payment . credit Official Record NOTICE COMMENCEMENT Receipt#: 4332942 JOB COPY Trans #: 4510651 Cashier Date: 4/22/2022 1 :45:40PM TRANSACTION INFORMATION Date Received: 4/22/2022 1 :41 :51 PM Location: BEACH Return Code: OVER THE COUNTER Trans Type: Cashier: Recording KBURNS PAYMENT SUMMARY Total Fees: $10.00 Total Payments: $10.00 Balance Due: $0.00 Cash Tendered: Change: $0.00 $101 BK/PG: 20237/795 DOC #: 2022102912 Pages: 1 Date: 4/22/2022 1:45:39PM Grantor: TAYLOR KENNETH 8/Grantee: TAYLOR KENNETH Recording $10 1st page, $8.50 each add'I -1 $10.00 Print Date: 4/22/2022 1:45:44PM Page 1 of 1 4/22122, 1 :44 PM MyFloridaCounty Payment Service ACCLAIM -Beaches -Receipt Your payment has been successfully processed ACCLAIM -Beaches Receipt Number: 33488249 04/22/2022 01 :42 PM Service Information Transaction ID: 4510651 Last Name: Taylor First Name: Meredith Payment Amount Amount: $10.00 Service Fee: $0.35 Total: $10.35 Credit Card Info Name on Card: TAYLOR MEREDITH ANN Card Number: '***********3724 There Is a non-refundable 3.5% fee per transaction to provide this service. This service fee Is charged by MyflorldaCounty.com. Your Credit Card Statement will display the vendor name of MyflorldaCounty.com for billing details. For Information on refunds or for general inquiries, please call customer support on (877) 326 8689. https://www.myfloridacounty.com/myflc-pay/otc/receipt.do 1/1 ww®.tfies\affzone.COffi wc:a.gt ,_..._.-.. ~ -zone .., ,r &Jibhi& WJiiC '? /J.-.c f o sec D O v e iz. k PrtA. '), 'S A~ \l-\ i~W-."1"'--.\:€ o i&hlP6 JOB COPY 0 ,_; Vv /0 uo ·· f: 80.66' (M) 7020'02" E 80.65' (P) G1 WF -5' D.U.E. ('() 0 lL ~ (J) 28.8 ' ~22.31-.:::..11?=~2~ 1.15• =~-, -0) - ie I i 1 2 11 FIR 5488 s;t LOT9 - BLK 5 22.8' 0.172 Ac. ' . ( l .. 1 STY. RES #715 ~□Ne ( ( 0 ~ U) C\I 44.3' --251sB.L- LO m C\I N 85020'02" w 80.65' tpl N 85°20'02" I ( ' / B.R. (f C, 0.71 WM WM □ C 1/211 FIP APPENDIX RD-FORMS JOB COPY FLORIDA BUILDING CODE, ENERGY CONSERVATION Resldentlal Building Thermal Envelope Approach R-Value Computation Method FORM R402-2020 Florlda Climate Zone PROJECTNAME ,\~O~~Fte-\ic:-~ AND ADDRESS: l t S--~ ?t-' 4<.k... L ~ _,A.1"°(...~+,' (..., ex.,~ I C-t... ~ 1.. 1-~ 1:, ~~\-A-. ---r A-\ lo tz- OWNER: PERMIT TYPE: BUILDER: ,:> ~A........a.- PERMrTTINO OFACE: JURJ8DICT10N NUMBER: PERMrr NUMBER: NUMBER OF UNITS: WORST CASE? CONDrTIONED FLOOR AREA: l t ~ Scope: Compliance with Section R402.1.2 of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form R402 for single-and multiple-family res.ldences of three stories or less in height. additions to existing residential buildings, alterations, renovations and building systems In existing bulldlngs, as appllcable. To comply, a building must meet or exceed all of the energy efficiency requirements and applicable mandatory requirements summarized on this form. If a building does not comply with this method, or by the UA Alternative method, it may still comply under Section R405 or R406 or the Florida Building Code, Energy Conservation. Oenenl lnstruc:tiona: 1. FIii in Ill the applicable apace■ o1 the "INSTALLED" row In the INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT table with the Information iwqUNtecl. All "INSTALLED" valUN muat be equal to or mor9 efflclent than the iwqulr9d leVllla. "AVG" lndlca1N an arN welght9d average la allowed; "LOWEST" lndlca1N the loweat R-Ylllue to be lnmlled muat be enter9d. 2. Complete the tablN for llr lnflltrat.ton and Installed equlpmenl S. Rud the MANDATORY REQUIREMENTS table and check Nch box to lndlcnt your lntant to comply with all appllcable ltema. 4. RNd, algn and data the "Prepared By" cettlflcatlon atatament Ill the bottom o1 thla form. The owner or owner"• agent muat llao algn and data the form. INSULATION AND FENESTRAT10N REQUIREMENTS BY COMPONENT' 01.UE> WOOD BAIIEIIENT BLAB'R-CRAWL FENEST'RAT1ON SKYUOin-CEIUNO FRAME IIAS&WALL FLOOft SPACE REQUIREMENTB U-4'ACTOR0 • 1>-4'ACTOfl FENESTRATION R-VALUE WALLR-R-VALUE'' R-VALUE WAU..R-VALUE A WALLR-SHOC'' YAW£" VALUE DEPTH VALUE CLIMATE ZONE 1 NR 0.75 0.25 30 13 3/4 13 0 0 0 ~ CLIMATE ZONE 2 0.40 0.65 0.25 38 13 416 13 0 0 0 VALUE AVG AVG AVG LOWEST LOWEST LOWEST LOWEST LOWEST LOWEST LOWEST INSTAU..m: ,'IO I) ,J(K rJ[k-l'l( Ar rJ K eue u on Method -(P For SI: 1 foot • 304.8 mm; NR • No requirement. (1) R-velues ere minimums. U-fectors end SHGC are maximums. When Insulation Is Installed In e cavity which Is less than the label °' design thickness of the Insulation, the lnstal eel R-value of the Insulation shaft not be less than the R-velue specifted In the tabfe. (2) The fenes1rallon IJ.factor column exclodes skyllghts. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed feoestratlon SHGC requlremen1S In Olmate Zones 1 llYouQh 3 where the SHGC for such skylights does not exceed 0.30. (3) For Impact l'llted fenestration comPMna with Section R30l .2.1.2 of the Florida Building Code, Residential or Section 1609.1.2 of the Florida Bui/ding C<lde, Bui/ding, the maximum U-factor shillT be 0.65 In Climate Zone 2. An a1'1!8-weklhted averaged U-factor end SHGC shall be accepted to meet the requirements, end up to 15 square fee« or glazed fenestration area ere exempted from the U-faCIDr and SHGC requirement based on Section R402.3.1. R-402.3.2 end R'402.3.3. ~ One side-hinged opaque door assembly up to 2'4 square feet ls exempted from this U-factor requirement based on Section R402.3.4. R-velues ere Tor Insulation material only es eppled In accordance with manufecturer's lnstallatlon lnstrualons. The second R-value a piles when more than half the Insulation Is on the Interior of the mess well. R-5 shall be added to ge: required stab edge R-values for heated slabs. Insulation depth shaD be the depth of the footing or 2 feet. whichever Is less In Climate Zones 1 through 3 for hellted slabs. ·- Air lnflltr9tlon: Blower door test Is requred on the bulldlng envelope to vldy leakllge $ 7 ACHSO; test report must be provided to code officlal before CO Is Issued. Florlda Building Cede. Energy Conserwtion Secl!on R'402.4.1.2 testing excepllon may apply far additions, elteretlons, or renovetlons. (continued) APPENDIX RD -FORMS FOAM R402--eontlnued J Q B C Q PY EQUIPMENT REQUIREMENTS AND INSTALLED VALUES FIii in the MINSTALl.ED EFFICIENCY LEVEL~ column with the Information 111quntad. For multlple ■yalllm■ of th■ HIM typ■, lndlc:al9 the minimum efficient ■yat■m. All MINSTALLED• value■ mu■t be equal to or rnor■ llfflclent th■n the niqulred level. II a Ii.tee! NSYST!M TYPE" I■ not to bll ln■t■lled, write In °N/A" for not applicable; SYSTEM TYPE MINIMUM EFFICIENCY LEVEL REQUIRED INSTALLED EFFlCIENCY LEVEL Air dlSlributlon system1 Not allowed In attlc Location; 14 ,a.{( Air hen di Ing unit FeClOfY Sealed F ectory Seeled'it9m Duct R-velue • R-8 (DudS In unconditioned attics, Diameter ~ 3 In.) R-Value (In unc. attic) ~ q • R-6 (Ducts In unconditioned non allies. Diam. ~ J In.) R-Value (In unc. non attics) • / • R-6 (Ducts In unconditioned attics. Diameter < 3 In.) R-Velue (Smell ducts in attic) • o : R-4.2 (Ducts In unconditioned not attics. Diem. < 3 In.) R-Value (Small ducts In unc) : / All ducts are In conditioned space (No minimum) All in conditioned space? VI!) Air leakage'Duct test Air handler Installed: TOIZll leakage : 4 cfm/100 s.f. Total leakage -~ cfm/100 s.f. Air handler n01 Installed; Total leakage • 3 cfm/100 s.f. Air handler Install Duct tesling Test n01 required If all ducts and AHU are wllhln the building thermal envelope and Test report required?~ for additions or alterations where ducts extended from existing healing and cooling system through unconditioned space ere < 40 Hnear ft. Air conditioning systsms: Minimum federal standard required by NAECA2: ,4 central system S 65,000 Btu/h SEER 14.0 SEER (Min)• PTAC EER [from Table C403.2.3(3)J EER (Min)• ,, Othe.r: See Tables C403.2.3(1 )-(11) Type• -Effie. (min) • / Heating systems: Minimum federal standard required by NAECA': HSPF (Min) • 46'. "1,..-Heat pump S 65.000 Btu/h HSPF ~ 8.2 Gas fu'nace. non-weatherized AFUE :. 80'J6 AFUE (Min)= ,,,,, OIi fum11ce, non-weatherized AFUE ~ 83% AFUE (Min)• .,, Other: Type = .-Effie. (min) ~ / Water headng system (storage type): Minimum federal standard required by NAECA': Capacity ~ ",C) t:JAL. Electrfc1-I UEF 40 gal. 0.923; 50 gal.: 0.921; 60 gel.: 2.051 UEF (Min)• 14 Gas flred"· • UEF 40 gal. 0,580; 50 gal.; 0.563; 60 gal.; 0. 766 UEF (Min)., / Other (descrfbe)l 1; Type• _,.,,,... Effie. (min) • / Equipment Efflclency,PASS / FAIL) (1) Ducts & AHU installed 'substantlally leak tree• per Section R403.3.2. Test required by either lndMduals as defined In Section 553.993(5) or (7), Florida Statutes, or Individuals licensed as set forth In Sectlon 489.105(3)(1). (g), « 0), Florida Statutes. The total leakage lest Is not required for ducts and air handlers located entirely within the building then11al envelope, end for additions where ducts from an existing headng end cooling system extended to the addition through unconditioned space era less then 40 linear ft. (2) Minimum efficiencies ere those set by the National Appliance Enemy Conservation Act of 1987 for typk:81 resldentlel equipment end are subject lo NAE CA rules end regulallons. For other typBS of equipment. see Tables C40J.2.3 (1:, 1) of the Commercial Provisions of lhe Flarlda Building Code, Energy Conservation. (3) FIii' electrle storage volumes s 55 gallons, minimum UEF -0.9349 -(0.0001 • volume). For eleclrle stol'llge volumes> 55 gallons, minimum UEF -2.2418 -(0.CXl11 •volume). (4) For natlnl gas storage volumes s 55 gallons, minimum UEF ., 0.692 -(0.0013 • volume). For natural gas storage volumes> 55 gallons, minimum UEF = 0.8072 - (0.0003 • volume). (5) For electric tankless. min. LIEF ~ 0.92. For natural gas lllnkJess, min. UEF = 0.81. (6) Rererenced UEFs shoWn ere for medium draw pattem value provided by manufaCIIIrer. (continued) R-58 FLORIDA BUILDING CODE -ENERGY CONSERVATION, 7th EDITION (2020) INTERNATIONAL CODE COUNCI~ ~ O>m<>IOC:. AIJ.IIQITI u.mt\ll!D._bf ___ rftc,S+&rNmm). (·) OnlerN.....,......,.u,o.,.N.,. ... :mo..,.. AM(PST) ~tar.-.. ~-ICC. Noluttba-,.-.oo-,.-i,,.,,,l!>lolputy,or--Slop...,oo!J',"'P11oiq,l~pmhlbllm.A>IYIINAtJTH011Zl!D By Mike Jones at 2:03 pm, May 13, 2022 I I I I I I APPENDIX RD -FORMS Air leakage Programmable themloSl81 Air dlstrlbullon system Water heaters Cooling/heating equipment Swimming pools & spas Lighting equipment FORM R402---eontlnued JOB COPY MANDATORY REQUIREMENTS Section Summary of RequllWMnta R402.4 R403.1.2 R403.3.2 R403.3.4 R403.5 R403.7 R403.10 R404.1 To be caulked, gasketed, weatherstripped or otherwise sealed per Table R402.4.1 .1. Recessed lighting IC-rated es having s 2.0 cfm tested to ASTM E283. WlndoWs and doors: 0.3 cfm/sq.ft (swinging door.;: 0.5 cfm/sl) when tested to NFRC 400 or AAMA/WDMAJCSA 101n.s. 2/A440. Fireplaces: Tight-fitting flue dampers & outdoor combustion air A programmable thermostat Is required for the primary heating or cooling system. Ducts shall be tested as per Section R403.3.2 by either Individuals as defined In Section 553.993(5} or (7), Florida statutes, or Individuals Dcensed as set folth In Section 489.105(3) (I), (g) or (l), Florida Statutes. Air handling units ere not allowed In attiCS. comply with efficiencies In Table C404.2. Hot water pipes Insulated to~ R-3 to kitchen outlets, other cases. Clrwlatlng systems to have an automallc or accessible manual OFF switch. Heat trap required for Vertlcal pipe riser.;. Siting calculallon performed & attached. Special occasion cooling or heating capacity requires separate system or variable capacity system. Spas and heated pools must haVe vapor-retardant covers or a llqutd cover or other means proven to reduce heat loss except If 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency is 82%. Heat pump pool heaters minimum COP Is 4.0. Not less than 90% of the lamps In permanel'llly Installed lumlnalres shall have an efficacy of at least 45 lumens-per-watt or shall utilize lamps with an efficacy of not less than 65 lumens-per-watt. ./ / / In compliance w • Ft --I I.ode. Energy COIJSflf'Vltion, compliance wtth the Florfda Building Codi, EnfllW Con.ervatlon. Bef0f9 I h9reby certify ti ~• plen• and • ... coVllnKI by 11h18 form .,. Review or plan• end apaclflcatlon• COVW9d by tlhla fonn lndlc:at9 PREPARED a;. r, ., ~ l 1 -(J\A..._ ----Dew 5 '5 · U>~~ conwuctlon la corns,-. thlll bulldlng wilt be tnapeel9d for compllenca In t hereby certify ti .l&.'tt.1. bl.llldln 1 •-f\ -ptlance wtth the Rori• Building -~lmau· ....... dlb.S. -1.1111111...am ""•lJ"""llll...fc:J"'L-----------l ,.u ·~~ ·1 :...:., -· Code. EnergyCIII _glj,vm'lrllti; r-CO owNER/AaENrr Tt T -6 '-'kl\ L --· · .>-3 · 2oi---z....10a1 REVIEWED \ J FLORIDA BUILDING CODE -ENERGY CONSERVATION, 7th EDmON (2020) R-59 INTERNATIONAL CODE COUNCIL ~0:,coolOC, AU.IJClm..-Vl!O.-br-'-(,ab.Alo.--/! U-•-i(-)QmN...i,,,Olllll•>1nG011N .. O,, .......... ,\M(l'S'l1-IO~ ~-ICC Nolil,tb,,,.-_fmths,._br_,,.ddnll'""T,m--Sblp-aol)'.-aad~p,oi,lbl'"4ANYUN.\\l11<0.Ull!D By Mike Jones at 2:03 pm, May 13, 2022[REVIEWED ] JOB COPY . _ PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *ProjectAddress: 715 Amberjack Lane Atlantic Beach,FL 32233 Permit#: _______ _ *Owner/Project Name: _K_e_n_T_a_y_l_o_r ____________________________ _ As required by Florida Stat ute 553.842 and Florida Administrative Code Rule 61G20-3, please provide the information and product approval number(s) for the building components listed below as applicable to the bu ilding construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging jeld-wen single door 2. Sliding 3. Sectional 4. Garage Roll-Up 5. Automatic 6.0ther B.WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dua l action 12. Other I\ • ,-1filiil8JiliilR side sliding \0.-,.µ..,,-A- Page l of 4 Updated 06/21/21 JOB COPY Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding Hardie board lap FL /31 q z. 2. Soffits ,~ P, L V ..A.£, LJ',t,,_ "" I t:-, "C",-l. \I~ v,..,l 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles architectural shingles 2. Underlayments peel and stick 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17.0ther Page 2 of 4 Updated 06/21/21 JOB COPY category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood . multiple sizes connector/ anchor s1mpson 2. Truss plates 3. Engineered lumber yes 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. M aterial 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12.Sheds 13.0ther G. SKYLIGHTS 1. Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 06/21/21 By Mike Jones at 2:04 pm, May 13, 2022 JOB COPY [REVIEWED ] Hardie Plan Lap Siding EFFECTIVE APRIL 2018 POOTANT: f"1\11.mE TO FOl.lOW JAMES HARDIE WRITTEN NSTAU.AllON INSTRUCTIONS ANO COM Y WITH APPlJCABl.E BUll.DING CODES MAY VIOi.ATE LOCAL LAI , AFFECT llJILOING ENVElOPE PERFOO CE AND MAY AFFECT WARRANlY COVERAGE. fMIJ{E TO COW\Y wmt All HEAUlt ANO SAFETY REGULATIONS WHEN WTTING AND INSTAUJ THIS PRODUCT MAY RESULT IN PERSOHAL IN.AJRY. BEFORE INSTAU.>JlON. CO RM YOU ARE USING THE CORRECT ~DIEZONE4D PRODUCT SlRUCTIONS BY VISJTING HARDIEZO COM OR CALL 1.fl66-942-7343 (1166-9-HAROIE) ~ CUTTJNG INSTRUCTIONS STORAGE & HANDLING: OUTDOORS INDOORS Store flat and keep lty aoo COYered pfio( to rnst.allalion. lnstafflng siding wet or saturated may resut In shrinkage at butt joints. carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible lor damage caused I. Position cutlilg station 80 lhat 1J11ow blows <lJSt llW/l'/ lrom lhe use-and OlheB near Ille CUllil!I Bf 2. CUI using one al the lolloWlng methods: 00 NOT gmd 01 wt wtth a power Slffl r.docn. CUI using shear1 (maooal. Pf181Jffl1ltic or ~ or the SQll8 and snap method, rot r8COllll1t!llded IOI" products lltier lhan 7116 In. a. Best Circular saw~ with a Haldlelllade• saw Ible and at13ched wcwn dust oolectbl system. Shears (manoal, JWll!lilllc or elet1Jk:) may elso be used, not recommended IOI p,aducts thicker lhan 7 /16 In 00 t-()T r,,y $Wll(!I) rust. use wet dusl WR)lessiln or vacwrn lo collecl oost. by Improper siorage and handling of the b. Oen.er: Owcular saw elJippecl with a dust COllecborl I tin (e.g. Roan sa"" and a HardeBlade saw blaoe. f« mamun dusl redtdln, James Hanfle recommends using lhe "Besl" CllllJlg practJces. ~ lolow Iha equipment manulacuer's lnstructlons 101 proper~ f« best peilormance when QJttilg · a drcuat saw, James Harlie recommends using Har!ie81ade9 blades. product. c. Good: c.cular saw tl(Jipped wl1h a lmle8lade saw blade. Go to jameshiWdlepros.corn b' dlillonal Clllllng and dusl conllOI recmvnendabons. IMl'ORTAHT: The ()a;t4)illlOlla Safety and lbllth Aoolristralion (OStW reptes wo,lcplace ~e IO sica WSI. f« coostruclion les. OSHA has deemed I 1U1J119 I cemm,t a cmJlar saw haw,g a blade less lhan 8 inches and conneded lo a mnmen:ialy available dust collecllon syst!m per manufactlnr's lnstructlons resl.Cls In elq)OUes oobY the OSHA P~ EliposlKe lJrnlt ~ IOI" respirable aystalline sica, l'A1houl lhe need IOI addillonal respirmy J)l'Olection. W you are OOStn about how kl COfl-.ilY ~ OSHA ska ckJst regutatms, c:onsull a quafitied lldlls'1ial hWieniSI or salety p,olessmal, or conlaci )'011' James Hanle leClri:al sales reiresematt-ie IOI asslslance. James Hartle makes no representation 01 warranty lhal adoptilg a priliar CllllJlg Jlf8Cb I asstf8 )OUf ~ wi1h OSHA rues 01 Olher applicable laws and safely requmneols. GENERAL REQUIREMENTS: I • HardiePlank• lap siding can be installed over braced wood or steel studs, 20 gauge (33 mils) minimum to 16 gauge (54 mils) maximum, spaced a maximum of 24 in o.c. or directly to minimum 7/16 In thick OSB sheathing. See General Fasten ng Requirements. lrregolarltles In framing and sheathing can mimlf' through the fu,lshed ..,p11cation. Correct Irregularities before installlng siding. I • lnflJlT18tion on Installing James Hardie produc1s over noo-nailable substrates (ex: gypsum, foam,etc.) can be located in JH Tech Bulletin 19 at www.)amelmlie.cooi • A water-resistive barrier Is requn!d in accordance wllh local building code requirements. The water-resistive barrier must be appropriately instaUed with penetration and junction flashing in accordance wilh local building code requirements. James Harde will assume no responsibHity lor wa er infiltration. James Hardie does manufacture Hardie Weather Basrier, a non-woven non-perlorated housewrap1, which complies With building code requirements. • When Installing James Hardie products all clearance details in figs. 3-14 mus1 be followed. • Adjacent finished grade must slope away from the building In accordance with local bu ldi~ codes -typically a min mum of 6 in. In the first 1 O ft .. • Do not use HardiePlank lap siding in Fascia or Trim applicatiolls. • Do not install James Hardie products, such that they may remain In contact with standing water. • HardlePlank lap siding may be instaled on flat vertical wall applications ooly. • DO NOT use st! n, olValkyd base paint, or powder coating on James Hardie-Products. • For 1afger prqects, lncWng commercial and mulli•famiy projects, where the span of the wal Is significant in length, the designer and/or architect should take into consideration the coefficient of thennal expansioo and moisture mowment of Ille product in their design. These values can be fOIMld in the Technical BuUetin "Expansion Characteristics of James Har~ Siding Prooocts" at www.Jameshardie.com. I • James Hardie Buildlng Products provides instalatiOIVWind klad informatiOn lor buildings wi111 a maximum mean roof he ght of 85 feel For information on Installations above 60 lee~ please contact JH technical support. INSTALLATION: JOINT TREATMENT One or more of the following joint treatment optloos are required by code (as refBrenced 2009 IRC R703.10.2) A. Joint Flashing 4)ames Hardie recommended) B. caulkilg· 1caulkilg is not recommended for Colorf>kls for aesthetic reasons as the caulking and CokxPlus wit weather dilferently. For the same reason. do not caulk naJ heads on ColorPlus producis.J C. "H • Jointer cover Figure 2 Double WaU Figure 1 Single Wall COnstruction Cons1ructlon let-In braclnQ 24 n. o.c. max. Instil a 1 1/4 In. starter Slrlp to enue a coosistent li,rlk angle Nole: Reid painting O'ffl catAkfng may prodl.lce a sheen cflflerence when comp¥ed to Ille lietd painted PrimePlua. "Reier 1D Caulking sectiOll In these Instructions. 'f« additiooal Information on Hardiewrap® weather Barner, consult James Hardie at 1-866--4Hardie or www.twdiewrap.com ~·JamesHardie SELECT CEDARMIU.• I SMOOTH I BEADED CBlARMU O I BEADS> SMOOTH I aJSTDM COI.Of1Al.'• SM001H I aJSTDM COlDflAL"' ROUGHSAWN ~ Visit Jameshanllepros.com tor the most recent version. HSI 1119 Pl/4 04/18 JOB COPY HardlePlan~ Lap Siding CLEARANCE AND FLASHING REQUIREMENTS Agure3 Rgure 4 Roof to Wall Horizontal Flashing Figure 7 Figure 8 Deck to Wall Ground to Siding --------- Rgure 13 Figure 5 Klckout Flashing -.-- Figure 9 Figure 10 Gutter to Siding Sheltered Areas Figure 14 Figure 6 Slabs, Path, Steps to Siding Figure 11 Mortar/Masonry Figure 12 Drip Edge Block Penetration Valley/Shingle Extension FASTENER REQUIREMENTS" Blind Nailing is the preferred method of inslallation for HardiePla ~ siding products. Face nailing should only be used where required by code for high ~od areas and must not be used in conjuncoon with Blind namng (Please see JH Tech btJlletin 17 lor exemp~oo when doing a repair). Pin-backed comers may be done for aesthetic puiposes Only. I Finish nails are recommended for pin-backs. Headed siding nails are llowed. Place pin-backs no closer than 1 in. from plank ends & 3/4in. from plank edge Into min. 3/Sin. wood structural panel. Pin-backs are not a substitute for blind or face nailing BLIND NAILING FACE NAILING Nails -Wood Framing • Siding nail (0.09 in. shank x 0.221 in. HO x 2 in. long) • 11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.25 in. long) Screws -Steel Framing • Ribbed Wafer-head or equivalent (No. 8 x 1 1 /4 in. long x 0.375 in. HD) Screws must penetrate 3 threads into metal framing. Nails -Steel Framing • ET & F Panelfas nails or equivalent (0.1 O in. shank x 0.313 In. HD x 1 • 1 /2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. 0S8 minimum 7/16 in. • 11 ga roofing nail (0.121 in. shank x 0.371 in. HD x 1. 75 in. long) • Ribbed Wafer-head or equivale11t (No. 8 x 1 5/8 in. long x 0.375 in. HO). Nails -Wood Framing • 6d (0.113 in. shank x 0.267 in. HO x 2 ln. long) •Siding nail (0.09' shank x 0.221 • HD x 2· long) Screws • Steel Framing • Ribbed Bugle-head or equivalent (No. 8-18 x 1 • 5/8 in. long x 0.323 in. HD) Screws must penetrate 3 threads into metal framing. Nails -Steel Framing • ET & F pin or equivalent (0.1 O in. shank x 0.25 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 In. into metal framing. OSB minimum 7/16 in. •Siding nail (0.09 ln. shank x 0.221 in. HD x 1 • l/2 in. long)· • When lace naliing to 058, plarks must be no greates than 9 1/4 In. wide and fasteners must be 12 In. o.c. or less . .. Also see General Fastening Fle(JJlrements: and v.tlel1 considering altemltNe lasteni~ options refer to James Hardle's Technical Bule~n I..STB 17 -Fasten!~ Tips f()f HardlePtarll Lap Skiflg. IIS11 119 P'11' OUl8 HardlePlank• Lap Siding JOB COPY FASTENER REQUIREMENTS continued Figure 15 Figure 16 Minimum overlap for Both Face and Blind Nailing Wale< Resis~•e Samet Laminate sheet to be removed fmmediately after Installation of each course for ColorPlus• products. GENERAL FASTENING REQUIREMENTS Fasteners must be cooosion resistanL galvanized, or stainless steel. 8ectro-galvanized are acceptable but may exhibit premature cooosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie 1s rot respons,ble for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies or water, or in very humid climates. Manufacturers of ACO and CA preservauve-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservaUve-treated wood and aluminum prodix:ts. fasteners used to attach Hardie Trim Tabs to preserva- tive-treated wood shall be of hot dipped zinc-coaled galvanized steel or stainless steel and in accordance lo 2009 IRC R317 .3 or 2009 IBC 2304.9.5 • Consult applicable product evaluation or hsUng for carect fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable lo all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of appricable compliance documentation. • Drive fasteners perpendicular to siding and lramilg. • Fastener heads should fit snug against siding (no ar space). • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to tile structural merooer. The tables allowing direct to OSB or plywood should only be used when tradiUonal framing Is not available. CUTEOGETREATMENT caulk. paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Bastomeric Joint Sealant cornpying wilh A.5TM C920 Grade NS, Class 25 or higher or a Latex Jont Sealant compt,,ilg with ~M C834. caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instru;oons. Note: some caulking manufacturers do not allow "tooling". PAINTING PNEUMATIC FASTENING James Ha~ e products can be hand na~ed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of tile siding. A nush mount attachment on the pneumatk: tool ls recommended. This will help control the @ CB depth the nail is driven. II selling the nail depth proves difficult, choose a selling that under drives the nall. (Drive under driven nails snug w h a smooth laced hammer • Does not apply for SNUG FlUSH installation to steel framing). DO NOT @ UNDER DRIVE IF, THEN WOOD STEEL FRAME FRAME ti HAMMER R.USH REMO!,£& REPI.ACE DO NOT ~© OVER SLANT DRIVE IF, THEN ADDmONAL NAIL FACE NAIL COONTERSfNI< &RI.L DO NOT USE @ ALUMIMJM FASTENEJlS @ CLIPPED HEAD NAILS STAPLES DO NOT use stain, oil/alkyd base palnL or powder coating on James Hardie9 Products. Factory-primed James Hardie products must be painted within 180 days or installation. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding Is sprayed. HS11119 P3/4 OC/11 @ JamesHardie · JOB COPY Effective May 11 , 2020 Exterior Wall Drainage Requirements Update For Multifamily and Commercial Projects APPLICABLE JAMES HARDIE® PRODUCTS This update applies to any James Hardie® siding product installed flat-to-wall, including: • HardiePanel® vertical siding • Cempanel® vertical siding • Prevail® panel siding products • Artisan® siding with lock joint system Flat-to-wall installation definition: Any siding product where the rear face of the product does not overlap the front face of the product when applied per James Hardie installation instructions. EXCEPTIONS These requirements do not apply to the following: • Building Codes: All national, state, and local building codes must be followed, and where they are more stringent than James Hardie Installation requirements, state and local requirements will take precedence. MINIMUM REQUIREMENTS BY REGION CMIAOA 10 RIUOWUJCAI. OIi -. BILDINGOOOE WRB1 Dry Climates DRAINAGE PLANE (E.G. DRAINABLE WRB) WITH 90% DRAINAGE EFFICIENCY2 Moist and Marine Climates RAINSCREEN (MIN. 3/8 IN. AIR GAP)3 Severe Wind Driven Rain Climate See reverse for full map view • Reveal® Panel System is required to be installed over furring. The furring provides a rainscreen and the fastening base for Reveal® trims and panels. Refer to Reveal Panel System installation instructions. • Vertically oriented Artisan Siding® with Lock Joint System requires special moisture management details. Refer to James Hardie Multifamily Installation Instructions [HZ5] [HZ10] WALL DRAINAGE REQUIREMENTS FOR SPECIAL DESIGN CONDITIONS MINIMUM REQUIREMENT Wea1her protected balconies, breezeways, and corridors Columns WRB' Infill: 1) Panel does not extend beyond the window; and 2) Panel and the main wall share the same plane 'Water-resistivll barrier and drainage requirements as defined by building code 1 Drainage wrap is a WRB that scores 90% or better drainage efficiency under ASTM E 2273. 3WRB as def med by building code and a minimum 318 in. (10mm) air space between the WR8 and the siding (formed by minimum 318-inch furring). This document is specific to exterior wall drainage requirements; all other James Hardie Building Products installation instructions not addressed herein shall be followed. C 2020 James Hardi<> a..-,g Products Inc. A/I Rights Ae"""""1. TM, SM. and 9 denote lr1ldemarks 0< registered U'ademallts ol -Hardie Technology Unvted. SP2054 5/20 For any questions regarding this update, please contact your local James Hardie representative or technical services at 888.542.7343 RESA22-0005 By Mike Jones at 3:41 pm, May 25, 2022 50.00 OFFICE COPY Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 .. ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: _______ _ D Revision to Issued Permit OR 0 Corrections to Comments Date:05/1312022 Project Address: 715 Amberjack Lane Atlantic Beach, FL 32233 Contractor/Contact Name: Ken Taylor -------------------------------- Contact Phone: (904) 803-8001 Email: kbtaylor16@yahoo.com ------------- Description of Proposed Revision/ Corrections: Addition of bonus roan of 11x18 to match existing roof height of 132" (11 feet) wi1h a 21 x6 covered front proch There will be 3 parking spaces with a min. 9ft x 18ft. (highlighted in orange on the survey)(1 will be gravel, 1 will be grass, and 1 will be existing concrete) I_K_en_T_a....ayl_o_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? 0No D Yes (additional s.f. to be added: ____________ ) •~ill proposed revision/corrections add additio al lJNo @ves (additional increase In buildln crease in building valu,rto original submittal? lue: $-"'::::=~~"--f-T_,) (Contractor must sign if increase in valuation) (Office Use Only) ~Approved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments _____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services [ REVIEWED Date Updated 10/17/18 ] RESA22-0005OFFICE COPY REVOCABLE ENCROACHMENT AGREEMENT City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAV IS REQUIRED. REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida, a municipal corporation organized and laws of the State of Florida, hereinafter referred to as "CITY" and 0 ...-of Atlantic Beach, Florida, hereinafter ER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as ~ lo-a.... :AlJ.d:t "'-. Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days' notice by CITY to USER, said notice to USER shall be given by certified mail, return receipt requested , to the following address 71 -S--Av.A k.c:-::)A<,.., Lu , A::4{ ~~ \Saau;:h,..,. "T,-Z..7-33 • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns . • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right-of-ways and other public land. USER further es that the CITY and its officers and employees shall be rk he ein under the terms of this permit and that all of said STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this 13 day of _,L,_fJ\_"-_\f-+-------'' 20 :)-O"" by ___ 'f __ ....,.l .... 1\-L:.O...__J_;:tb;..::..__.__7._&,.,\._ ..... \.....,\'--o_( ______ ____,, who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. I ] Personally Known I ] Produced Identification (Type) ,·.r:•~'•. _..-i. · · · · · ,;;;~_ JENNJFER JOHNSTON f•( ~°\-] MY COMMISSION# HH 057579 --~;A~-· EXPIRES: October x, 2024 Department Approval: ·······••' ...... ......, ,,..,Noc.yf'llblc:~ () .,o,.,.v; • .,__.___.,..._. ' f L,.,-liiilliiiiiiiiiiiioi;;.&~iiiii~~===~Jlcott Williams, Public Works Director H:\Appl cations & Form5\Word Oocuments\20180831 Revocable Encroachment Agreement.docx Revision Date: 8/31/18 RESA22-0005r-r----~----~-~~-JOBCOPY 2" FIP 10 ID ,,, 0 -s . (J) Cf) (\J 5 28.8' r:::--22. 3'--=Jt:=~2~J :=J_ 7~1 :=::r-, -ch ~ 9 .-- ~ ~ .65' (P) BLKS 22.a• 0.172 Ac. 1 STY. RES #715 44.3' (J) (\J --~□Ne L() 0) (\J - I ! I ( ( 0 ": t 0.7' LJ_,/'( I ------- AMBERJACK LAJ r~ 0 r oc;~ Q. , .v/A--p~ • ~~ S .e ·.z-: .. -1:£> ~Lf-o/o 5 STOOP F---p:~~28=:.8:::' =--, 22.31--:-2 /.7' 7f..:;ra.........., 1+-_,=i.._,_ -1__. LOT 9 (Y) BLK 5 ~ 0.172 Ac. 2" FIR 5488 --. (J) (\J 22.8' 1 STY. RES #715 44.31 ~ 65'(P) I.{) . (j) (\J - JOB COPY . • l . ( ( 0 " (j 0.7' w. /' < I I