295 Belvedere St ACC23-0007 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
MCLAUGHLIN JAMIE 295 BELVEDERE ST ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170501 0000 SALTAIR SEC 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
295 BELVEDERE ST ACCESSORY SINGLE OR TWO
FAMILY ACCESSORY 10' x 16' SHED $9000.00
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 2Issued Date: 4/3/2023
PERMIT NUMBER
ACC23-0007
ISSUED: 4/3/2023
EXPIRES: 9/30/2023
ACCESSORY 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
BUILDING PERMIT 455-0000-322-1000 0 $100.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $50.00
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $330.00
3 PUBLIC WORKS DUMPSTERS/ROLL-OFF CONTAINERS INFORMATIONAL
Notes:
Dumpsters and roll-off containers must be used in compliance with Section 16-8 and must comply with all standards, per City code.
4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
5 PUBLIC WORKS DOCUMENT IMPERVIOUS AREA INFORMATIONAL
Notes:
Strongly suggest thorough documentation of impervious areas be recorded.
6 PUBLIC WORKS GRASS INFORMATIONAL
Notes:
Full site to be grassed.
7 PUBLIC WORKS REVISION INFORMATIONAL
Notes:
Any plan change must be submitted as a Revision to the Building Department.
8 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL
Notes:
All construction debris must be removed from job site by Owner.
9 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Owner.
10 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL
Notes:
No other work has taken place from the previous submitted permits. If the driveway is installed at this address, water retention will be needed and also
it may be beyond the allowable 45% ratio.
2 of 2Issued Date: 4/3/2023
PERMIT NUMBER
ACC23-0007
ISSUED: 4/3/2023
EXPIRES: 9/30/2023
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
10' x 16' SHED
ACC23-0007
295 BELVEDERE ST
N/A (Owner-Builder)
10' x 16' SHED
ACC23-0007
10649 Oakview Pointe Terrace • Gotha • Florida 34734 • Phone 407- 421-4037 • Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
January 25, 2021
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-6563
RE: Plan Approval
Coastal Potable Buildings
Plan # Barn Roof Urban-20
Dear Mr. Campbell,
Pursuant to the requirements of the Department of Business & Professional Regulation, the above
referenced documents have been reviewed for compliance with:
2020 Florida Building Code, 7th Edition
2017 National Electrical Code (NFPA-70)
Florida Product Approval Rule 61G20-3.006 (FAC)
All mandatory comments have been satisfied and plans are approved for construction by a currently
approved modular building manufacturer.
These documents were reviewed for only what is to be constructed in the factory. Any work
performed at the site, such as the foundation, is under the authority and jurisdiction of the local
Building Official.
Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all
the applicable codes, which may or may not be identified in this review. Approval also does not
preclude the local building official from requiring work be performed that was not previously
reviewed, approved, and constructed under the State of Florida’s Manufactured (Modular)
Building Program to make the building, code compliant, for the intended use.
A signed and sealed set of plans are maintained on file with Top Line Engineering, LLC.
If you require my assistance in any way, please do not hesitate to contact me.
Thank you.
Respectfully,
William E. Neary, III
Business Partner
Top Line Engineering, LLC
BILL.TLE@yahoo.com
*** Please note: Any questions regarding local permitting should be directed to the Manufacturer.
The Manufacturer’s contact information can be found in the title block of the plans.
ACC23-0007
Austin R. Ace, P.E., Inc.Fleming Island, Florida 320035908 Orchard Pond DriveFlorida License: 35454, Georgia License: 17180904-716-3661BARN TYPE ROOF
RISK CATEGORY I1
Digitally signed by Austin R. Ace, P.E.
DN: cn=Austin R. Ace, P.E., c=US,
o=Austin R. Ace, P.E.,
email=aace01@comcast.net
Reason: I am the author of this document
Location: Coastal Portal Buildings
Date: 2021.01.23 10:58:01 -05'00'
Austin R.
Ace, P.E.PROF
E
S
SIONA L E N G INEERA U S T I N R. A
C
E
L IC E NSE
FLOR I D A
No. 35454
STATE OF
2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN # Barn Roof Urban-20 *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
Austin R. Ace, P.E., Inc.Fleming Island, Florida 320035908 Orchard Pond DriveFlorida License: 35454, Georgia License: 17180904-716-3661FRONT ELEVATION
SIDE WALL ELEVATION
2
SHT 2
2
SHT 2
1
SHT 2
1
SHT 2
FLOOR PLAN VIEW
SKID LAYOUT AND FLOOR FRA0ING SC+EDULE
125 PSF LIVE 10 DEAD LOAD 2 SKIDS
SKID LAYOUT AND FLOOR FRA0ING SC+EDULE
125 PSF LIVE 10 DEAD LOAD 4 SKIDS
FRONT/BACK STIFFENER BOARD3
SHT 1
3
SHT 2
SKID TO FLOOR JOIST DETAIL
FLOOR JOIST AND SKID LAYOUT FLOOR JOIST AND SKID LAYOUT
DOOR/WINDOW SC+EDULE ANY WALL
Digitally signed by Austin R. Ace, P.E.
DN: cn=Austin R. Ace, P.E., c=US,
o=Austin R. Ace, P.E.,
email=aace01@comcast.net
Reason: I am the author of this document
Location: Coastal Portal Buildings
Date: 2021.01.23 11:03:00 -05'00'
Austin R.
Ace, P.E.PROF
E
S
SIONA L E N G INEERA U S T I N R. A
C
E
L IC E NSE
FLOR I D A
No. 35454
STATE OF
2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN # Barn Roof Urban-20 *** NOT HVHZ APPROVED
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
Austin R. Ace, P.E., Inc.Fleming Island, Florida 320035908 Orchard Pond DriveFlorida License: 35454, Georgia License: 17180904-716-3661FASTENER SCHEDULE (r)(FBC TABLE 2304.10.1)1. JOIST TO SILL OR GIRDER2. BRIDGING TO JOIST3. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST4. WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST5. 2" SUBFLOOR TO JOIST OR GIRDER6. SOLE PLATE TO JOIST OR BLOCKING SOLE PLATE TO JOIST AT BLOCKING AT BRACED WALL PANEL3-8dCOMMON (2 1/2" x 0.131")3-3" 14 GAGE STAPLES2-8d COMMON (2 1/2" x 0.131")2-3" x 0.232" NAILS2-3" 14 GAGE STAPLESTOENAILTOENAIL EACH END2-8d COMMON (2 1/2" x 0.131")FACE NAIL3-8d COMMON (2 1/2" x 0.131")2-16d COMMON (3.5" x 0.162")FACE NAIL16d COMMON (3.5" x 0.162")3" x 0.131 NAILS AT 8" O.C.3" 14 GAGE STAPLES AT 12" O.C.3-16d COMMON (3 1/2" x 0.135") AT 16" O.C. MAO;S AT 16 P/C/4-3" 14 GAGE STAPLES AT 16" O.C.BLIND AND FACE NAILTYPICAL FACE NAIL4-3" x 0-/131BRACED WALL PANEL7. TOP PLATE TO STUD8. STUD TO SOLE PLATE9. DOUBLE STUDS10. DOUBLE TOP PLATESDOUBLE TOP PLATES2-16d COMMON (3.5" x 0.162")3-3" x 0.131" NAILS3-3" 14 GAGE STPLES4-8d COMMON (2 1/2" x 0.131")4-3" x 0.131" NAILS3-3" 14 GAGE STAPLES2-16d COMMON (3.5" x 0.162")3-3" x 0.131" NAILS3-3" 14 GAGE STPLESTOENAILEND NAIL16d COMMON (3.5" x 0.162") AT 24" O.C.3" x 0.131" NAILS3" 14 GAGE STPLESFACE NAIL16d COMMON (3.5" x 0.162") AT 16" O.C.3" x 0.131" NAILS AT 8" O.C.3" 14 GAGE STPLES AT 8" O.C.8-16d COMMON (3 1/2" x 0.162")12-3" x 0.131" NAILS12-3" 14 GAGE STAPLESTYPICAL FACE NAILLAP SPLICE11. BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE12. RIM JOIST TO TOP PLATE13. TOP PLATES, LAPS AND INTERSECTIONS14. CONTINUOUS HEADER, TWO PIECES15. CEILING JOISTS TO PLATE16. CONTINUOUS HEADER TO STUD17. CEILING JOISTS, LAPS OVER PARTITIONS (SEE TABLE 2306.10.4.1)18. CEILING JOIST TO PARALLEL RAFTERS19. RAFTER TO PLATE20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE21. 1" x 8" SHEATHING TO EACH BEARING22. WIDER THAN 1" x 8" SHEATHING TO EACH BEARING23. BUILT-UP CORNER STUDS24. BUILT-UP GIRDER AND BEAMS3-8dCOMMON (2 1/2" x 0.131")3-3" 14 GAGE STAPLES3-3" x 0.131" NAILS8d (2 1/2" x 0.131") AT 6" O.C.3" x 0.131 NAILS AT 6" O.C.3" 14 GAGE STAPLES AT 6" O.C.TOENAIL (SEE TABLE 2306.10.4.1)2-16d COMMON (3.5" x 0.162") AT 16" O.C.3-3" x 0.131" NAILS AT 8" O.C.3-3" 14 GAGE STPLES AT 8" O.C.TOENAIL16d COMMON (3.5" x 0.162") AT 24" O.C.16" O.C. ALONG EDGE3-8dCOMMON (2 1/2" x 0.131")3-3" 14 GAGE STAPLES5-3" x 0.131" NAILS4-8dCOMMON (2 1/2" x 0.131")TOENAIL4-8dCOMMON (2 1/2" x 0.131")FACENAIL4-3" 14 GAGE STAPLES4-3" x 0.131" NAILS3-16d COMMON (3 1/2" x 0.162") MINIMUM, TABE 2306.10.4.1FACENAIL4-3" 14 GAGE STAPLES4-3" x 0.131" NAILS3-8d COMMON (2 1/2" x 0.131")3-3" 14 GAGE STAPLES3-3" x 0.131" NAILSTOENAIL2-8d COMMON (2 1/2" x 0.131")3-3" 14 GAGE STAPLES2-3" x 0.131" NAILSFACE NAIL3-8d COMMON (2 1/2" x 0.131")FACE NAIL3-8d COMMON (2 1/2" x 0.131")FACE NAIL16d COMMON (3 1/2" x 0.162")3" 14 GAGE STAPLES3" x 0.131" NAILS24" O.C.16" O.C.16" O.C.20d COMMON (4" x 0.192") AT 32" O.C.3" 14 GAGE STAPLES AT 24" O.C.3" x 0.131" NAILS AT 24" O.C.2-20d COMMON (4" x 0.192") AT 32" O.C.3-3" 14 GAGE STAPLES AT 24" O.C.3-3" x 0.131" NAILS AT 24" O.C.FACE NAIL AT TOP AND BOTTOMSTAGGERED ON OPPOSITE SIDESFACE NAIL AT ENDS AND AT EACH SPLICE25. 2" PLANKS26. COLLAR TIE TO RAFTER27. JACK RAFTER TO HIP28. ROOF RAFTER TO 2-BY RIDGE BEAM30. LEDGER STRIP31. WOOD STRUCTURAL PANELS AND PARTICELBOARD (b) SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING)SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENTTO FRAMING)32. PANEL SIDING (TO FRAMING) (q)33. FIBERBOARD SHEATHING (g,q)16d COMMON (3 1/2" x 0.162")AT EACH BEARING3-10d COMMON (3" x 0.148")4-3" 14 GAGE STAPLES4-3" x 0.131" NAILSFACE NAIL3-10d COMMON (3" x 0.148")4-3" 14 GAGE STAPLES4-3" x 0.131" NAILS2-16d COMMON (3 1/2" x 0.162")3-3" 14 GAGE STAPLES3-3" x 0.131" NAILS2-16d COMMON (3 1/2" x 0.162")3-3" 14 GAGE STAPLES3-3" x 0.131" NAILS2-16d COMMON (3 1/2" x 0.162")3-3" 14 GAGE STAPLES3-3" x 0.131" NAILSTOENAILFACE NAIL29. JOIST TO BAND JOIST3-16d COMMON (3 1/2" x 0.162")4-3" 14 GAGE STAPLES4-3" x 0.131" NAILSFACE NAIL3-16d COMMON (3 1/2" x 0.162")4-3" 14 GAGE STAPLES4-3" x 0.131" NAILSFACE NAIL AT EACH JOINT1/2" AND LESS6d (c,l,q)2 3/8" x 0.113" NAIL(n)1 3/4" 16 GAGE (o)4d(d) OR 6d(e)2 3/8" x 0.113" NAIL(p)2" 16 GAGE(p)8d(c)10d(d) OR 8d(d)6d(c)8d(c)10d(d) OR 8d(d)19/32" TO 3/4"7/8" TO 1"1 1/8" TO 1 1/4"3/4" AND LESS7/8" TO 1"1 1/8" TO 1 1/4"6" O.C. EDGES AND INTERMEDIATE, 4" O.C.AT COMPONENT AND CLADDING EDGESTRIP # ZONE 3 (REFER TO FEGU8RE 30.5-1OF ASCE-7)1/2" AND LESSNO. 11 GAGE ROOFING NAIL(h)6d COMMON NAIL (2" x 0.113")NO. 16 GAGE STAPLE(l)NO. 11 GAGE ROOFING NAIL(h)8d COMMON NAIL (2 1/2" x 0.131")NO. 16 GAGE STAPLE(l)5/8"4d(j)6d(k)34. INTERIOR PANELING1/4"3/8"1/2" AND LESS25/32"6d(c)8d(c)a. Common or box nails are permitted to be used except where otherwise stated.b. Nails spaced at 6" on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing.c. Common or deformed shank (6d-2" x 0.113" , 8d-2 1/2" x 0.131", 10d-3" x 0.148").d. Common (8d-2" x 0.113", 10d-3" x 0.148").e. Deformed shank (6d-2" x 0.113", 8d-2 1/2" x 0.131", 10d-3" x 0.148").f. Corrosion-resistant siding (6d-1 78" x 0.108", 8d-2 3/8" x 0.128") or casing (6d-2" x 0.089", 8d-2 1/2" x 0.113") nail.g. Fasteners spaced 3 inches on center at exterior edges and 8 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12" inches on center at intermediate supports for nonstructural sheathing.h. Corrosion-resistant roofing nails with 7/16 inch diameter head and 1 1/2" inch length for 1/2 inch sheathing and 1 3/4" length for 25/32 inch sheathing.i. Corrosion-resistant staples with nominal 7/16 inch crown or 1 inch crown and 1 1/4" length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 inch sheathing panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked).j. Casing (1 1/2" x 0.080") or finish (1 1/2" xz 0.0-72") nails spaced at 6 inches on panel edges, 12 inches at intermediate supports.k. Panel supports at 24 inches. casing or finish nails spaced at 6 inches on panel edges, 12 inches at intermediate supports.l. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels.m. Staples shall have a minimum crown with of 7/16".n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports.o. Fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing.p. Fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports.q. See fastener alternate schedule.r. Fasteners must be installed with even spacing between them across attaching member.Digitally signed by Austin Ace
DN: cn=Austin Ace, c=US, o=Austin Ace,
email=aace01@comcast.net
Reason: I am the author of this document
Location: Barn Roof Shed from Coastal
Portable Buildings
Date: 2021.01.13 12:14:08 -05'00'
Austin Ace
PROF
E
S
SIONA L E N G INEERA U S T I N R. A
C
E
L IC E NSE
FLOR I D A
No. 35454
STATE OF
2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN # Barn Roof Urban-20 *** NOT HVHZ APPROVED
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
Austin R. Ace, P.E., Inc.Fleming Island, Florida 320035908 Orchard Pond DriveFlorida License: 35454, Georgia License: 17180904-716-3661a. All straSs can Ee suEstituted Zith an eTuvalent Erand meeting same
strengths.
E. RaIter ties to stud Zall to Ee at ever\ connection Ior 24 o.c. can Ee
ever\ other Ior 16 o.c., Eut is reTuired on corners and studs adacent to
corners.
c. Onl\ need on aluminum vin\l sheathing Zalls.
d. +eaders over 6
sSan.
Digitally signed by Austin Ace
DN: cn=Austin Ace, c=US, o=Austin Ace,
email=aace01@comcast.net
Reason: I am the author of this document
Location: Barn Roof Shed from Coastal
Portable Buildings
Date: 2021.01.13 11:07:36 -05'00'
Austin AceP
ROF
E
S
SIONA L E N G INEERA U S T I N R. A
C
E
L IC E NSE
FLOR I D A
No. 35454
STATE OF
2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN # Barn Roof Urban-20 *** NOT HVHZ APPROVED
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
Austin R. Ace, P.E., Inc.Fleming Island, Florida 320035908 Orchard Pond DriveFlorida License: 35454, Georgia License: 17180904-716-3661SIDE WALL ELEVATION WITH PORCH
STUD WALL PLAN VIEW SECTION WITH PORCH
SECTION DETAIL - POST & RAIL
1
SHT 4
1
SHT 4
2
SHT 4
STUD WALL PLAN VIEW SECTION WITH SIDE PORCH
3'-0" DOOR3'-0" WINDOW
SECTION DETAIL - SIDE PORCH OPTION2
SHT 4
3'-0" WINDOW
3'-0" WINDOW
3'-0" WINDOW3'-0" WINDOW
SIDE PORCH
Digitally signed by Austin Ace
DN: cn=Austin Ace, c=US, o=Austin Ace,
email=aace01@comcast.net
Reason: I am the author of this document
Location: Barn Roof Shed from Coastal
Portable Buildings
Date: 2021.01.13 11:09:43 -05'00'
Austin Ace
PROF
E
S
SIONA L E N G INEERA U S T I N R. A
C
E
L IC E NSE
FLOR I D A
No. 35454
STATE OF
2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN # Barn Roof Urban-20 *** NOT HVHZ APPROVED
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
Austin R. Ace, P.E., Inc.Fleming Island, Florida 320035908 Orchard Pond DriveFlorida License: 35454, Georgia License: 17180904-716-3661Scale: 1" = 1'-0"
SHED INSTALLED ON SLAB1
Digitally signed by Austin R. Ace, P.E.
DN: cn=Austin R. Ace, P.E., c=US,
o=Austin R. Ace, P.E.,
email=aace01@comcast.net
Reason: I am the author of this document
Location: Coastal Portal Buildings
Date: 2021.01.23 11:11:23 -05'00'
Austin R.
Ace, P.E.PROFE
S
SIONA L E N G INEERA U S T I N R. A
C
E
L IC E NSE
FLOR I D A
No. 35454
STATE OF
2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN # Barn Roof Urban-20 *** NOT HVHZ APPROVED
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
Austin R. Ace, P.E., Inc.Fleming Island, Florida 320035908 Orchard Pond DriveFlorida License: 35454, Georgia License: 17180904-716-3661J
ELECTRICAL NOTES:
1. ALL WIRE TO BE THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2017
EDITION. WIRE SIZE PER AMPERE RATING.
2. FIXTURE LOCATION AND TYPE MAY VARY.
3. PLASTIC OR METAL "NEW WORK" OUTLET BOXES
4. 20A GFCI OUTLETS
5. ALL RECEPTACLES TO BE AT 14 -52" AFF, MAXIMUM 14 OUTLETS
6. ALL SWITCHES TO BE AT 48-52" AFF
7. FLUORESCENT & LED LIGHTS MAY SUBSTITUE FOR INCANDECENT LIGHTING
8. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL
DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC. IS DESIGNED BY
OTHERS., SITE INSTALLED AND SUBJECT TO LOCAL APPROVAL.
UNIT POWER PANEL1
SCALE: 1/2" = 1'-0"
DORMER OPTION2
Digitally signed by Austin R. Ace, P.E.
DN: cn=Austin R. Ace, P.E., c=US,
o=Austin R. Ace, P.E.,
email=aace01@comcast.net
Reason: I am the author of this document
Location: Coastal Portal Buildings
Date: 2021.01.23 11:04:23 -05'00'
Austin R.
Ace, P.E.PROF
E
S
SIONA L E N G INEERA U S T I N R. A
C
E
L IC E NSE
FLOR I D A
No. 35454
STATE OF
2021-01-25 TOP LINE ENGINEERING APPROVAL PLAN # Barn Roof Urban-20 *** NOT HVHZ APPROVED
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
ACC23-0007
Permit Number: ACC23-0007
Site Address: 295 BELVEDERE ST
City, State Zip Code: Atlantic Beach, Fl 32233
Applied: 3/9/2023 Approved:
Issued:
Parent Permit:
Parent Project:
Applicant: <NONE>
Owner: MCLAUGHLIN JAMIE
Contractor: <NONE>
Description: 10' x 16' SHED
Finaled:
Status: AWAITING CORRECTIONS
Details:
OWNER BUILDER
LIST OF REVIEWS
SENT DATE RETURNED
DATE DUE DATE TYPE CONTACT STATUS REMARKS
Review Group: AUTO
3/9/2023 3/9/2023 SUBMITTAL
COMPLETENESS Permit Tech APPROVED
Notes:
2 ATTACHMENTS FROM Amy Cutchen <akcutchen@gmail.com>
3/9/2023 3/22/2023 3/23/2023 ZONING Zoning DENIED
Notes:
Please provide the height of the structure.
3/9/2023 3/13/2023 3/23/2023 BUILDING Eric Pardee UNV APPROVED
Notes:
3/9/2023 3/20/2023 3/23/2023 PUBLIC WORKS Public Works APPROVED
W/CONDITIONS
See Attached Approved
Documentation
Notes:
See Conditions of Approval that will be printed on Permit.
See attached documentation for further information concerning water retention.
3/9/2023 3/9/2023 3/23/2023 PUBLIC UTILITIES Public Utilities NOT APPLICABLE
TO DEPARTMENT
Notes:
Printed: Thursday, 23 March, 2023 1 of 1
Permit Reviews
City of Atlantic Beach