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Permit #2020020190

Permit Details

Status: FINAL

Parcel Id: 29-10-31-5540-00000-0310
Block: 00000
Subdivision: 1005 - SANCTUARY SUBDIVISION
Job Phone: 386-931-0764
Location Address: 56 OLD OAK DR S
Type: DK - DOCK
Issue Date: 05/28/2020
NOC: RECORDED
Applicant name: KEVIN A PECK
Owner: BRAYTON SALLY

Address

144 COCHISE COURT

PALM COAST, FL 32137
Lot: 0310
Contracted Stated Job Value: ¤100,000.00
Job Description: DOCK & COQUINA RIP RAP BRIDGE
Type: CN

Contractor

KEVIN A PECK, INC
Status Location Address Phone
INACTIVE

5845 WALNUT AVE

BUNNELL, FL 32110

 386-931-0764

Inspection History

Type Request Date Result Inspector
LDSC-LANDSCAPE/IRRIGATION FINAL 10/22/2020 APPROVED - AS NOTED RGROSS
Note: ON SITE WITH RESIDENT. BUILDER TO RETURN WITH MORE COQUINA TO FILL SOME GAPS THAT HAVE DEVELOPED.
FINAL - BUILDING MISC 10/21/2020 FINAL APPROVED WMILLER
Note: THIS IS A REINSPECTION plans call for 2x6, collar ties 2x4 were used need revision or replace with 2 6 per plans
FINAL - BUILDING MISC 10/19/2020 Disapproved - NO FEE WMILLER
Note: plans call for 2x6, collar ties 2x4 were used need revision or replace with 2 6 per plans

Review History

Department Status Date In Date Out
BADMIN COMPLETE 10/12/2020 10/12/2020
Note: Released By: MDEFREITAS
BLD COMPLETE 10/12/2020 10/16/2020
Note: Released By: PBUCKLEY
BADMIN HOLD 09/29/2020 09/29/2020
Note: Held By: LMUSGROVE doc names and file names must match no numbers or names added - ex site plan = site plan
BLD HOLD 09/16/2020 09/23/2020
Note: Held By: FREODICA Repeat comment for item 2: Revision: revised engineering drawing for bridge. 2. Provide verifiable, digital signature and seal of an engineer of record per FS 471.025 and FAC 61G15-23.005. FReodica - 386-986-4734
BLD HOLD 08/19/2020 08/25/2020
Note: Held By: FREODICA Revision: revised engineering drawing for bridge. 1. Identify the change(s) on revised plan with "clouded" symbol for clarity as it appears to be the same as the plan submitted on 5/28/20. 2. Provide verifiable, digital signature and seal of an engineer of record per FS 471.025 and FAC 61G15-23.005. FReodica - 386-986-4734
BLD COMPLETE 05/18/2020 05/28/2020
Note: Released By: PBUCKLEY
BLD HOLD 04/06/2020 04/15/2020
Note: Held By: FREODICA Repeat comments: Held By: PBUCKLEY , 1. Provide additional design criteria for deck / dock floor live an ddead loads and boathouse roof live and dead loads per R301.1 2. Provide lumber species (grade appears to be identified) for rafters, beams, ridge board, stringers, hip rafters, joists/stringers and cross bucks per R502.3. 3. Provide roof structural panel type, grade and exposure type per R803.2.1 4. Provide note indicating roof structural panel fastening schedule and fastener specs are per R803.2.1 and table. 5. Plans indicate tile roof. Provide roof live load consistent for type of tile roof. Specify type of roofing tiles, underlayment, batten strips. 6. Provide notes indicating tile roofing and underlayment installation will be per Section R905.3. 7. Provide FLorida Product Approval Numbers and Roofing Worksheet for roofing underlyament and roof tiles. 8. Provide roofing contractor on application. 9. Provide manufacturer's specs for boat lift. Ensure attachments to support boat lift are per manufacturer's specs and design specs provided based on loads. FOR BRIDGE / DECK 9. Provide design criteria including dead load, live load and wind speed for bridge / deck. R301.1 10. Provide design criteria for guards at bridge / deck. R301.5 / Table R301.5 11. Provide lumber species and grade for 2"x6" decking between stringers. Provide information that lumber grade and species is capable of spanning width when installed "flat" based on applicable loads. R502.3 12. Indicate whether wood is to be preservative treated wood and if so what type. 13. Provide note indicating no opening in guard to capable of passing a 4 inch sphere or similar note per R3 . Bridge / deck appears to be more than 30 inches above ground below. R312.1.3 All refererences per the Florida Building Code Residential 6th Edition.
BLD HOLD 02/06/2020 02/13/2020
Note: Held By: PBUCKLEY , 1. Provide additional design criteria for deck / dock floor live an ddead loads and boathouse roof live and dead loads per R301.1 2. Provide lumber species (grade appears to be identified) for rafters, beams, ridge board, stringers, hip rafters, joists/stringers and cross bucks per R502.3. 3. Provide roof structural panel type, grade and exposure type per R803.2.1 4. Provide note indicating roof structural panel fastening schedule and fastener specs are per R803.2.1 and table. 5. Plans indicate tile roof. Provide roof live load consistent for type of tile roof. Specify type of roofing tiles, underlayment, batten strips. 6. Provide notes indicating tile roofing and underlayment installation will be per Section R905.3. 7. Provide FLorida Product Approval Numbers and Roofing Worksheet for roofing underlyament and roof tiles. 8. Provide roofing contractor on application. 9. Provide manufacturer's specs for boat lift. Ensure attachments to support boat lift are per manufacturer's specs and design specs provided based on loads. FOR BRIDGE / DECK 9. Provide design criteria including dead load, live load and wind speed for bridge / deck. R301.1 10. Provide design criteria for guards at bridge / deck. R301.5 / Table R301.5 11. Provide lumber species and grade for 2"x6" decking between stringers. Provide information that lumber grade and species is capable of spanning width when installed "flat" based on applicable loads. R502.3 12. Indicate whether wood is to be preservative treated wood and if so what type. 13. Provide note indicating no opening in guard to capable of passing a 4 inch sphere or similar note per R3 . Bridge / deck appears to be more than 30 inches above ground below. R312.1.3 All refererences per the Florida Building Code Residential 6th Edition.
ZON COMPLETE 02/06/2020 02/06/2020
Note: Released By: TDOAK Zoning review to be completed by City Environmental Planner.
PLENV COMPLETE 02/06/2020 02/06/2020
Note: Released By: JMYERS Please be aware that there are Gopher Tortoises who inhabit the area. Should any construction fall within 25ft of a Gopher Tortoise burrow construction activities shall cease until the Gopher Tortoise has been relocated.

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)
Description Amount Due Date Paid
ADMIN FEE ¤20.00 05/28/2020
PLAN CHECK FEE ¤40.00 05/28/2020
REMODEL/ADDITION/ACCES INSPECT ¤40.00 05/28/2020
SURCHARGE FS 533.721 ¤2.00 05/28/2020
SURCHARGE - FS 468.631 ¤2.00 05/28/2020
STORM WATER PERMIT FEES ¤80.00 05/28/2020
Fees Total Due: ¤0.00 Total Paid: ¤184.00