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365 W 3rd Street RES20-0082 New Single Family HomeOWNER:ADDRESS:CITY:STATE:ZIP: BEASLEY GERALDINE ALICE ET AL 237 SOUTHERN ROSE DR JACKSONVILLE FL 32225 COMPANY:ADDRESS:CITY:STATE:ZIP: COLLINS BUILDERS GROUP LLC 3840 CROWN POINT RD JACKSONVILLE FL 32257 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170875 0000 ATLANTIC BEACH SEC H JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 365 W 3RD ST RESIDENTIAL NEW SINGLE FAMILY RESIDENCE NEW SINGLE FAMILY RESIDENCE $241170.60 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5878. 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 4Issued Date: 7/24/2020 PERMIT NUMBER RES20-0082 ISSUED: 7/24/2020 EXPIRES: 1/20/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. 3 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 PUBLIC UTILITIES ADDITIONAL COMMENTS PUBLIC UTILITIES INFORMATIONAL Notes: All water & sewer utility connections must be inspected prior to cover up. Please call the inspection line at 247-5814 to schedule inspections 24 hours in advance. Failure to do so will result in future failed inspections and additional fees. 5 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the City right-of-way. 6 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. 7 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 8 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 9 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. 10 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 11 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of- way for construction parking. 2 of 4Issued Date: 7/24/2020 PERMIT NUMBER RES20-0082 ISSUED: 7/24/2020 EXPIRES: 1/20/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 12 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 13 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 14 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. 15 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 16 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: Must have a Demo Permit approved before this Permit can be approved. 17 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: Per Revised survey, there is a stray elevation that must be deleted in the backyard. See attached highlighted area on survey. 18 PUBLIC WORKS BUILDING INFORMATIONAL Notes: NOTICE OF COMMENCEMENT 19 PUBLIC WORKS BUILDING OFFICIAL NOTES INFORMATIONAL Notes: BUILDING OFFICIAL NOTES 20 PUBLIC WORKS CERTIFICATE OF OCCUPANCY INSPECTIONS INFORMATIONAL Notes: An As-Built Survey, with all Topographic details, must be submitted before the Certificate of Occupancy Inspections can be scheduled. A Final Termite Treatment Certificate of Compliance and Blower Door test results must also be submitted prior to scheduling certificate of occupancy inspections. The review of the As-Built Survey may take up to 48 Hours. Please see COAB Bulletin 2-18 for more information about the survey. 21 PUBLIC WORKS 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. 22 PUBLIC WORKS 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 3 of 4Issued Date: 7/24/2020 PERMIT NUMBER RES20-0082 ISSUED: 7/24/2020 EXPIRES: 1/20/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $906.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $453.00 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $20.39 STATE DCA SURCHARGE 455-0000-208-0600 0 $13.59 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $1,717.98 23 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. 24 PUBLIC WORKS ROUGH TRADES INSPECTION INFORMATIONAL Notes: THE ROOF MUST BE COMPLETE AND THE BUILDING DRIED IN BEFORE SCHEDULING ROUGH TRADES INSPECTIONS. 25 PUBLIC WORKS SEA TURTLE PROTECTION INFORMATIONAL Notes: LDR Section 5-35(p)\r\r Turtle glass, shielded lights, and other turtle protection features are required in the Sea Turtle Protection Area.\r\r \r\r Sea turtle protection area shall mean an area where land either (i) has frontage on Beach Avenue; (ii) is located within the Cloister condominium development; or (iii) is located eastward of Seminole Road from 20th Street northward to the city limits.\r\r 26 PUBLIC WORKS ROOF IN-PROGRESS INSPECTION INFORMATIONAL Notes: 27 PUBLIC WORKS STUCCO SCRATCH-COAT INSPECTION INFORMATIONAL Notes: A SCRATCH-COAT INSPECTION IS REQUIRED FOR STUCCO WORK. IF YOU INTED TO APPLY A DOUBLE-UP BROWN COAT, PLEASE CALL THE BUILDING DEPARTMENT TO SCHEDULE A SAME-DAY SCRATCH-COAT INSPECTION. 4 of 4Issued Date: 7/24/2020 PERMIT NUMBER RES20-0082 ISSUED: 7/24/2020 EXPIRES: 1/20/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $1,717.98 RES20-0082 Address: 365 W 3RD ST APN: 170875 0000 $1,717.98 BUILDING $906.00 BUILDING PERMIT 455-0000-322-1000 0 $906.00 BUILDING PLAN REVIEW $453.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $453.00 PUBLIC UTILITIES $50.00 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PUBLIC UTILITIES PLAN REVIEW $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PUBLIC WORKS PLAN REVIEW $125.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $33.98 STATE DBPR SURCHARGE 455-0000-208-0700 0 $20.39 STATE DCA SURCHARGE 455-0000-208-0600 0 $13.59 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R12417 $1,717.98 Printed: Friday, August 07, 2020 9:25 AM Date Paid: Friday, July 24, 2020 Paid By: COLLINS BUILDERS GROUP LLC Pay Method: CREDIT CARD 347765196 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R12417 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name)  Will proposed revision/corrections add additional square footage to original submittal? No Yes (additional s.f. to be added: _____________________________)  Will proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________ __________________________________________________________________________________________________ (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $_______________ Revision/Plan Review Comments_______________________________________________________________________ __________________________________________________________________________________________________ Department Review Required: Building _____________________________________________ Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities _____________________________________________ Public Safety Date Fire Services Updated 10/17/18 Ashley B. Collins/ Collins Builders Group, LLC Ashley B. Collins/ Collins Builders Group, LLC 4 4 4 DocuSign Envelope ID: 24991D43-C121-44CD-9517-6038A07033BC 7/2/2020 PERRET AND ASSOCIATES, INC.5627 ATLANTIC BOULEVARD SUITE #6 , JACKSONVILLE, FLORIDA 32207 ~ (904) 805-0030 ~ FAX (904) 805-9888 GE N E R A L N O T E S : LEGEND R RADIUS or D DELTA (CENTRAL ANGLE)A or L ARC LENGTH C or CH CHORD CB CHORD BEARING (R)LINE RADIAL TO CURVE A/C AIR CONDITIONER CONC.CONCRETE FD.FOUND I.P.IRON PIPE (M)MEASURED (P)PLAT (C) CALCULATED FENCE P. C . POINT OF CURVATURE P. T . POINT OF TANGENCY P. R . C . POINT OF REVERSE CURVE P. C . C . POINT OF COMPOUND CURVE P. R . M . PERMANENT REFERENCE MONUMENT P. C . P . PERMANENT CONTROL POINT B. R . L . BUILDING RESTRICTION LINE CL F CHAIN LINK FENCE R/ W RIGHT-OF-WAY O. R . B . OFFICIAL RECORDS BOOK O/ L ON LINE BREAK LINE FF E FINISHED FLOOR ELEVATION (1 ) BE A R I N G S S H O W N H E R E O N A R E B A S E D O N T H E N' L Y R / W L I N E O F W E S T 3 r d S T R E E T A S S 8 9 ° 3 7 ' 1 2 " W , NA D 8 3 ( 2 0 1 1 ) F L O R I D A S T A T E P L A N E , E A S T Z O N E CO O R D I N A T E S . (2 ) TH I S P R O P E R T Y H A S N O T B E E N A B S T R A C T E D F O R EA S E M E N T S , C O V E N A N T S , R E S T R I C T I O N S . (3 ) UN D E R G R O U N D U T I L I T I E S S E R V I N G T H I S PR O P E R T Y H A V E N O T B E E N L O C A T E D O R S H O W N . (4 ) TH I S P R O P E R T Y A P P E A R S T O L I E W I T H I N F L O O D ZO N E " A E " ( E L . 6 ) A S S C A L E D F R O M F . E . M . A . F L O O D IN S U R A N C E R A T E M A P , P A N E L 1 2 0 0 7 5 - 0 4 0 8 J , D A T E D 11 - 0 2 - 2 0 1 8 . N8 9 ° 5 4 ' 0 7 " E 1 0 0 . 9 9 ' ( M ) L3 1 2 0 . 0 0 ' ( P ) 10 2 . 0 0 ' ( P ) 10 2 . 0 0 ' ( P ) L 1 LI N E T A B L E LI N E # L1 ( M ) L2 ( M ) LE N G T H 12 0 . 1 5 ' 11 9 . 6 6 ' DI R E C T I O N N0 0 ° 4 5 ' 0 9 " W S0 0 ° 4 0 ' 3 3 " E L 2 1 2 0 . 0 0 ' ( P ) WE S T 3 r d S T R E E T (5 0 ' R / W ) C A M E L I A S T R E E T ( 5 0 ' R / W ) 26 . 0 ' 2 2 . 1 ' MA S O N R Y GA R A G E SI T E B E N C H M A R K = 5 . 1 6 (N A V D - 8 8 ) NA I L A N D W A S H E R - N O I . D . 3. 0 ' 2. 9 ' 3 0 . 8 ' 3. 2 ' 0 . 1 ' 3. 2 ' 0 . 2 ' 7 0 . 0 0 ' ( P ) 5 0 . 0 0 ' ( P ) PMMP MA P L E PA L M TR E E L E G E N D AB B R E V I A T I O N TY P E ( 5 . 1 7 ) ( 5 . 0 2 ) ( 4 . 7 ) ( 4 . 2 ) ( 4 . 4 ) (4.6) ( 4 . 1 ) ( 4 . 1 ) ( 3 . 7 ) ( 4 . 5 ) ( 5 . 0 3 ) ( 5 . 1 6 ) (5 . 1 6 ) ( 5 . 0 3 ) ( 5 . 0 1 ) ( 5 . 1 0 ) (5 . 2 2 ) (4 . 6 ) (4 . 7 ) (4 . 7 ) (4 . 8 ) (4 . 7 ) (4 . 6 ) (5 . 4 9 ) (5 . 6 9 ) (4.8) (6 . 0 9 ) (5 . 8 9 ) (5 . 9 ) ( 4 . 9 ) ( 5 . 2 ) ( 5 . 4 ) (5.7) ( 5 . 5 ) (5.9) ( 5 . 7 ) 9. 8 " M P 13 . 3 " M P 16 " P M 12 , 0 9 9 2, 2 2 3 48 3 13 3 9, 0 3 2 21 2 84 4 LO T A R E A SQ . F T . = SL A B A R E A = CO N C R E T E P A T I O SQ . F T . = CO N C R E T E D R I V E & W A L K SQ . F T . == CO N C R E T E E N T R Y = AR E A T O I R R I G A T E / S O D L O T = SQ . F T . TO T A L C O N C R E T E I N L O T SQ . F T . = SQ . F T . SQ . F T . = BL D O C C U P I E D 18 . 3 7 3, 0 0 4 AR E A T O I R R I G A T E / R / W SQ . F T . = 28 0 = CO N C R E T E F L A R E SQ . F T . = IM P E R V I O U S A R E A 25 . 3 5 L3 ( M ) 10 0 . 8 2 ' S8 9 ° 3 7 ' 1 2 " W 20 . 7 ' 1 5 . 3 ' 15 . 3 ' 7 . 3 ' 14 . 0 ' 4 1 . 0 ' 36 . 7 ' 9 . 0 ' 13 . 3 ' 5 8 . 0 ' PR O P O S E D RE S I D E N C E PL A N # 1 8 0 4 FF E = 7. 0 38 . 9 ' 38 . 9 ' 12 . 0 ' 12 . 0 ' 2 6 . 0 ' 2 5 . 9 ' 25 ' B . R . L . 10 ' B . R . L . 2 0 ' B . R . L . 5 ' B . R . L . NO T E S : 1. ) A L L E L E V A T I O N S S H O W N H E R E O N R E F E R E N C E N A V D - 8 8 . 2. ) AL L T R E E S N O T L A B E L E D “ L O ” A R E N O T L I V E O A K S . 3. ) A L L L I V E O A K S A N D L O N G L E A F P I N E S A R E L A B E L E D A S S U C H . 4. ) A L L O T H E R O A K T R E E S A R E S C R U B , W A T E R O R L A U R E L . 5. ) A L L O T H E R P I N E T R E E S A R E S L A S H O R P O N D . 6. ) A L L T R E E S L A B E L E D " M Y R T L E " A R E C R A P E M Y R T L E . 7. ) T H E T R E E S S H O W N H E R E O N W E R E N O T I D E N T I F I E D B Y A C E R T I F I E D A R B O R I S T . 8. ) A L L F E N C E S A R E 4 ' C L F U N L E S S N O T E D O T H E R W I S E . 9. ) T H I S S I T E P L A N D O E S N O T P U R P O R T T O B E A B O U N D A R Y S U R V E Y . AT L A N T I C B E A C H S E C T I O N H LO T S B L O C K A S S H O W N O N M A P O F CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PA G E S AS R E C O R D E D I N B O O K 5 & 6 PL A T 18 34 OF THE107 4 . 5 4 . 0 EROSION CONTROL PLAN SHEET NO.REVISIONS365 3RD STREET WEST FOR COLLINS BUILDERS2650 ROSSELLE STREET, SUITE 2A JACKSONVILLE, FLORIDA 32204 C.A. NO. 29643PHONE: (904) 551-4945 ALPHA SOUTHEAST C-1 PERRET AND ASSOCIATES, INC. 56 2 7 A T L A N T I C B O U L E V A R D S U I T E # 6 , J A C K S O N V I L L E , F L O R I D A 3 2 2 0 7 ~ ( 9 0 4 ) 8 0 5 - 0 0 3 0 ~ F A X ( 9 0 4 ) 8 0 5 - 9 8 8 8 GE N E R A L N O T E S : LEGEND R RADIUS or D DELTA (CENTRAL ANGLE)A or L ARC LENGTH C or CH CHORD CB CHORD BEARING (R)LINE RADIAL TO CURVE A/C AIR CONDITIONER CONC.CONCRETE FD.FOUND I.P.IRON PIPE (M)MEASURED (P)PLAT (C) CALCULATED FENCE P. C . POINT OF CURVATURE P. T . POINT OF TANGENCY P. R . C . POINT OF REVERSE CURVE P. C . C . POINT OF COMPOUND CURVE P. R . M . PERMANENT REFERENCE MONUMENT P. C . P . PERMANENT CONTROL POINT B. R . L . BUILDING RESTRICTION LINE CL F CHAIN LINK FENCE R/ W RIGHT-OF-WAY O. R . B . OFFICIAL RECORDS BOOK O/ L ON LINE BREAK LINE FF E FINISHED FLOOR ELEVATION (1 ) BE A R I N G S S H O W N H E R E O N A R E B A S E D O N T H E N' L Y R / W L I N E O F W E S T 3 r d S T R E E T A S S 8 9 ° 3 7 ' 1 2 " W , NA D 8 3 ( 2 0 1 1 ) F L O R I D A S T A T E P L A N E , E A S T Z O N E CO O R D I N A T E S . (2 ) TH I S P R O P E R T Y H A S N O T B E E N A B S T R A C T E D F O R EA S E M E N T S , C O V E N A N T S , R E S T R I C T I O N S . (3 ) UN D E R G R O U N D U T I L I T I E S S E R V I N G T H I S PR O P E R T Y H A V E N O T B E E N L O C A T E D O R S H O W N . (4 ) TH I S P R O P E R T Y A P P E A R S T O L I E W I T H I N F L O O D ZO N E " A E " ( E L . 6 ) A S S C A L E D F R O M F . E . M . A . F L O O D IN S U R A N C E R A T E M A P , P A N E L 1 2 0 0 7 5 - 0 4 0 8 J , D A T E D 11 - 0 2 - 2 0 1 8 . N8 9 ° 5 4 ' 0 7 " E 1 0 0 . 9 9 ' ( M ) L3 1 2 0 . 0 0 ' ( P ) 10 2 . 0 0 ' ( P ) 10 2 . 0 0 ' ( P ) L 1 LI N E T A B L E LI N E # L1 ( M ) L2 ( M ) LE N G T H 12 0 . 1 5 ' 11 9 . 6 6 ' DI R E C T I O N N0 0 ° 4 5 ' 0 9 " W S0 0 ° 4 0 ' 3 3 " E L 2 1 2 0 . 0 0 ' ( P ) WE S T 3 r d S T R E E T (5 0 ' R / W ) C A M E L I A S T R E E T ( 5 0 ' R / W ) SI T E B E N C H M A R K = 5 . 1 6 (N A V D - 8 8 ) NA I L A N D W A S H E R - N O I . D . 3 0 . 8 ' 3. 2 ' 0 . 1 ' 3. 2 ' 0 . 2 ' 7 0 . 0 0 ' ( P ) 5 0 . 0 0 ' ( P ) PMMP MA P L E PA L M TR E E L E G E N D AB B R E V I A T I O N TY P E ( 5 . 1 7 ) ( 5 . 0 2 ) ( 4 . 7 ) ( 4 . 2 ) ( 4 . 4 ) ( 4 . 6 ) ( 4 . 1 ) ( 4 . 1 ) ( 3 . 7 ) ( 4 . 5 ) ( 5 . 0 3 ) ( 5 . 1 6 ) (5 . 1 6 ) ( 5 . 0 3 ) ( 5 . 0 1 ) (5.10) (5 . 2 2 ) (4 . 6 ) (4 . 7 ) (4 . 7 ) (4 . 8 ) (4 . 7 ) (4 . 6 ) (5 . 4 9 ) (5 . 6 9 ) (4.8) (6 . 0 9 ) (5 . 8 9 ) (5 . 9 ) ( 4 . 9 ) (5.2) ( 5 . 4 ) (5.7) ( 5 . 5 ) ( 5 . 9 ) (5.7) 9. 8 " M P 13 . 3 " M P 16 " P M 12 , 0 9 9 2, 2 2 3 48 3 13 3 9, 0 3 2 21 2 84 4 LO T A R E A SQ . F T . = SL A B A R E A = CO N C R E T E P A T I O SQ . F T . = CO N C R E T E D R I V E & W A L K SQ . F T . == CO N C R E T E E N T R Y = AR E A T O I R R I G A T E / S O D L O T = SQ . F T . TO T A L C O N C R E T E I N L O T SQ . F T . = SQ . F T . SQ . F T . = BL D O C C U P I E D 18 . 3 7 3, 0 0 4 AR E A T O I R R I G A T E / R / W SQ . F T . = 28 0 = CO N C R E T E F L A R E SQ . F T . = IM P E R V I O U S A R E A 25 . 3 5 L3 ( M ) 10 0 . 8 2 ' S8 9 ° 3 7 ' 1 2 " W 20 . 7 ' 1 5 . 3 ' 15 . 3 ' 7 . 3 ' 14 . 0 ' 4 1 . 0 ' 36 . 7 ' 9 . 0 ' 13 . 3 ' 5 8 . 0 ' PR O P O S E D RE S I D E N C E PL A N # 1 8 0 4 FF E = 8 . 5 0 38 . 9 ' 38 . 9 ' 12 . 0 ' 12 . 0 ' 2 6 . 0 ' 2 5 . 9 ' 25 ' B . R . L . 10 ' B . R . L . 2 0 ' B . R . L . 5 ' B . R . L . NO T E S : 1. ) A L L E L E V A T I O N S S H O W N H E R E O N R E F E R E N C E N A V D - 8 8 . 2. ) AL L T R E E S N O T L A B E L E D “ L O ” A R E N O T L I V E O A K S . 3. ) A L L L I V E O A K S A N D L O N G L E A F P I N E S A R E L A B E L E D A S S U C H . 4. ) A L L O T H E R O A K T R E E S A R E S C R U B , W A T E R O R L A U R E L . 5. ) A L L O T H E R P I N E T R E E S A R E S L A S H O R P O N D . 6. ) A L L T R E E S L A B E L E D " M Y R T L E " A R E C R A P E M Y R T L E . 7. ) T H E T R E E S S H O W N H E R E O N W E R E N O T I D E N T I F I E D B Y A C E R T I F I E D A R B O R I S T . 8. ) A L L F E N C E S A R E 4 ' C L F U N L E S S N O T E D O T H E R W I S E . 9. ) T H I S S I T E P L A N D O E S N O T P U R P O R T T O B E A B O U N D A R Y S U R V E Y . 5. 9 5.4 4.6 5 . 5 4. 5 4. 0 T O B E L 4 . 9 B O T E L 4 . 0 GA R A G E FF E = 7 . 5 0 SITE DRAINAGE PLAN SHEET NO.REVISIONS365 3RD STREET WEST FOR COLLINS BUILDERS2650 ROSSELLE STREET, SUITE 2A JACKSONVILLE, FLORIDA 32204 C.A. NO. 29643PHONE: (904) 551-4945 ALPHA SOUTHEAST C-2 2650 ROSSELLE STREET, Suite 2A Jacksonville FL 32204 Ph: 904-551-4945 Civil Design and Construction Management Professionals July 1, 2020 Atlantic Beach Site Drainage Improvements In-Fill Lots Lot Address: 365 3RD STREET WEST Atlantic Beach, FL NARRATIVE: The attached calculations are provided to support the lot drainage design at 365 3rd Street West in the City of Atlantic Beach, FL. The calculations were performed utilizing the equations in the city ordinance sec 24-66(b) and bulletin 1-20. The proposed project will construct a home, driveway, and stormwater storage facility. The runoff coefficient was provided based on the impervious values and associated coefficients of sec 24-66(b) of the code. ______________________________ Reynold D. Peterson, Sr Project Manager FL P.E. # 84559 This item has been digitally signed and sealed by: Reynold D. Peterson, P.E. FL PE NO 84559 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Comp. By:Reynold Peterson, P.E. Date:7/1/2020 Company:ALPHA SOUTHEAST, INC Public Works Department City of Atlantic Beach Permit No:_____________________________ Address:365 3rd Street West Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V = CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V = Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C=1.0) and undeveloped conditions (C=0.08). A = Impervious Area (square feet) R= 25-yr / 24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area = 12,099 ft2 Impervious Area (A) = 3,067 ft2 =25.4% V = 0.92 x 3,067.1 x9.3/12 V = 2,187 ft3 Provided Storage: Area 1 - Side **Area Storage Sideslope:6.7 :1 (ft) (ft 2) (ft 3) 4.0 771 BOTTOM size:97.94 X 7.94 4.9 2,115 TOB size:110 X 20 Area 2 - Area Storage (ft) (ft 2) (ft 3) 0.0 0 BOTTOM size:0 X 0 0.0 0 TOB size:0 X 0 Area 3 - Area Storage (ft) (ft 2) (ft 3) 0.0 0 BOTTOM size:0 X 0 0.0 0 TOB size:0 X 0 Inground Storage: = A*d/pf Total Storage Area at TOB (A) =2115.0 ft2 Depth to ESHWT from BOTTOM (d) =2.0 ft, default is 2.0 ft, verify onsite ESHWT Pore Factor (pf) = 0.4 default is 0.4 Inground Storage Provided =1692.0 ft3 Required Treatment Volume =2,187 ft3 Supplied Treatment Volume =2,991 ft3 1,299 0 0 **AREAS PROVIDED ABOVE ARE MEASURED IN AUTOCADD DRAWINGS Retention COAB_STORAGE CALCS_365 3RD ST W 7/1/2020 Page 1 of 4 Updated 10/17/18 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: _________________________________________________________________________ Permit #: ___________________________ *Owner/Project Name: _______________________________________________________________________________________________________ As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, 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 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.Other (Garage) OS1199 Beasley 365 3rd Street, Atlantic Beach, FL 32233 Masonite Fiberglass Single Hung Door Units Approved for use in HVHZ: Yes Approved for use outsi 22384.1 MI Windows and Doors Series 180/280/380 & 390 Sectional pproved for use in HVHZ: Yes Approved for use outsid 17880.2 Wayne Dalton Garage Door Approved for use in HVHZ 9174.17 MI Windows and Doors Vinyl Single Hung Window Approved for use in HVHZ 17676.1 MI Windows and Doors Vinyl Fixed Window Approved for use in HVHZ 15349.1 MI Windows and Doors Horizontal Aluminum Mullion Approved for use in HVHZ 15353.3 DocuSign Envelope ID: A8DC801A-2B5F-42B2-A630-D1D2E497CD18 Page 2 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # C.PANEL WALL 1.Siding 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 2.Underlayments 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.Other James Hardie Bldg.Fiber- Cement Siding Approved for use in HVHZ:13192.5 Kaycan Ltd.Vinyl Soffit Approved for use in HVHZ 12198.2 STO Corp.Synthetic Stucco Exterior Approved for use in HVHZ 21034.1 Owens Corning 3 Tab; 4 Tab; 5 Tab, Laminated, Starter & Hip Ridge Shingles Approved for use in HVHZ 10674 Woodland Ind., Inc.Type I & II Underlayment- HVHZ; #15&30 Asphalt Approved for use in HVHZ 17206 National Nail Corp.Asphalt Shingle Nails None None Gulf Coast Supply & Manufact.Metal Roof Accent- 24 Ga over 15/32" plywood Approved for use in HVHZ -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 psf @ 5-1/811651.9 fastener spacing. -121.75 psf @ 5-1/8" fastener spacing. -161 p Lomanco Deck-Air as Exhaust Fan Approved for use in HVHZ 17202 DocuSign Envelope ID: A8DC801A-2B5F-42B2-A630-D1D2E497CD18 Page 3 of 4 Updated 10/17/18 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 connector/anchor 2.Truss plates 3.Engineered lumber 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.SKYLIGHTS 1.Skylight 2.Other H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Board & Batten Masonry Screws Mid- American Vinyl (Board and Batten) Shutters None None Simpson Strong Tie Co.Anchors, Hurricane Tie, HD/ Tension Tie; Heavy Twist Strap Approved for use in HVHZ 13628.1; 10546.2; 13975.2; 10456.5 Mitek Industries Truss Connector Plates Approved for use in HVHZ 2197.1 LP EWP Laminated Strand Lumber Approved for use in HVHZ 15401 Simpson Strong Tie Co.Masonry Screws Approved for use in HVHZ 2355 DocuSign Envelope ID: A8DC801A-2B5F-42B2-A630-D1D2E497CD18 Page 4 of 4 Updated 10/17/18 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):_________________________________ *Contractor Signature: ___________________________________________ *Company Name: __________________________________________________________________________________________________________ *Mailing Address: __________________________________________________________________________________________________________ *City: _______________________________________________ *State: ______________________ *Zip Code: _______________________________ *Telephone Number: ___________________________________ *E-mail Address: _______________________________________________________ Cell Phone Number: _____________________________________ Fax Number: _________________________________________________________ Ashley B. Collins Collins Builders Group, LLC. 3840 Crown Point Rd. Suite C. Jacksonville FL 32257 (904) 268-2511 jaymeec@collinsbuilders.net (904) 268-2511 (904) 268-2412 DocuSign Envelope ID: A8DC801A-2B5F-42B2-A630-D1D2E497CD18 7/2/2020