609 Beach Ave RES21-0303 SidingOWNER:ADDRESS:CITY:STATE:ZIP:
TAYLOR ROBERT 609 BEACH AVE ATLANTIC BEACH FL 32233-5325
COMPANY:ADDRESS:CITY:STATE:ZIP:
Pablo Creek Construction 1911 Penman Road Jacksonville Beach Fl 32250
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170115 0000 BROOMES R/P LOTS 1,2
BK15
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
609 BEACH AVE RESIDENTIAL SIDING CEDAR SHAKE SIDING $56000.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $304.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $152.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 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.
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: 10/7/2021
PERMIT NUMBER
RES21-0303
ISSUED: 10/7/2021
EXPIRES: 4/5/2022
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.84
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.56
TOTAL: $467.40
2 of 2Issued Date: 10/7/2021
PERMIT NUMBER
RES21-0303
ISSUED: 10/7/2021
EXPIRES: 4/5/2022
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $467.40
RES21-0303 Address: 609 BEACH AVE APN: 170115 0000 $467.40
BUILDING $304.00
BUILDING PERMIT 455-0000-322-1000 0 $304.00
BUILDING PLAN REVIEW $152.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $152.00
STATE SURCHARGES $11.40
STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.84
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.56
TOTAL FEES PAID BY RECEIPT: R17546 $467.40
Printed: Thursday, October 7, 2021 8:36 AM
Date Paid: Thursday, October 07, 2021
Paid By: Pablo Creek Construction
Pay Method: CREDIT CARD 192739660
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R17546
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
RES21-0303
R703.6Wood shakes and shingles.
Wood shakes and shingles shall conform to CSSB Grading Rules for Wood Shakes and Shingles.
R703.6.1Application.
Wood shakes or shingles shall be applied either single course or double course over nominal 1/2-
inch (12.7 mm) wood-based sheathing or to furring strips over 1/2-inch (12.7 mm) nominal
nonwood sheathing. A water-resistive barrier shall be provided over all sheathing, with horizontal
overlaps in the membrane of not less than 2 inches (51 mm) and vertical overlaps of not less than
6 inches (152 mm). Where horizontal furring strips are used, they shall be 1 inch by 3 inches or 1
inch by 4 inches (25 mm by 76 mm or 25 mm by 102 mm) and shall be fastened to the studs with
minimum 7d or 8d box nails and shall be spaced a distance on center equal to the actual weather
exposure of the shakes or shingles, not to exceed the maximum exposure specified in Table
R703.6.1. When installing shakes or shingles over a nonpermeable water-resistive barrier, furring
strips shall be placed first vertically over the barrier and in addition, horizontal furring strips shall
be fastened to the vertical furring strips prior to attaching the shakes or shingles to the horizontal
furring strips. The spacing between adjacent shingles to allow for expansion shall be 1/8 inch (3.2
mm) to 1/4 inch (6.4 mm) apart, and between adjacent shakes shall be 3/8 inch (9.5 mm) to 1/2 inch
(12.7 mm) apart. The offset spacing between joints in adjacent courses shall be not less than
11/2 inches (38 mm).
TABLE R703.6.1
MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON
EXTERIOR WALLSa, b, c (Dimensions are in inches)
LENGTH EXPOSUREFOR SINGLE COURSE EXPOSUREFOR DOUBLE COURSE
Shinglesa
16 7 12b
18 8 14c
24 101/2 16d
Shakesa
18 8 14
24 101/2 18
For SI: 1 inch = 25.4 mm.
1. a.Dimensions given are for No. 1 grade.
2. b.A maximum 9-inch exposure is permitted for No. 2 grade.
3. c.A maximum 10-inch exposure is permitted for No. 2 grade.
4. d.A maximum 14-inch exposure is permitted for No. 2 grade.
R703.6.2Weather exposure.
The maximum weather exposure for shakes and shingles shall not exceed that specified in Table
703.6.1.
R703.6.3Attachment.
Wood shakes or shingles shall be installed according to this chapter and the manufacturer’s
instructions. Where wind pressures determined in accordance with Table R301.2(2) do not exceed
30 psf, each shake or shingle shall be held in place by two stainless steel Type 304, Type 316 or
hot-dipped zinc-coated galvanized corrosion-resistant box nails in accordance with Table
R703.6.3(1) or R703.6.3(2). The hot-dipped zinc-coated galvanizing shall conform to minimum
standard ASTM A153D, 1.0 ounce per square foot. In single-course application, the fasteners shall
be concealed by the course above and shall be driven approximately 1 inch (25 mm) above the butt
line of the succeeding course and 3/4 inch (19 mm) from the edge. In double-course applications,
the exposed shake or shingle shall be face-nailed with two fasteners, driven approximately 2 inches
(51 mm) above the butt line and 3/4 inch (19 mm) from each edge. Fasteners installed within 15
miles (24 km) of salt water coastal areas shall be stainless steel Type 316. Fasteners for fire -
retardant-treated shakes or shingles in accordance with Section R902 or pressure-impregnated-
preservative-treated shakes or shingles in accordance with AWPA U1 shall be stainless steel Type
316. The fasteners shall penetrate the sheathing or furring strips by not less than 1/2 inch (13 mm)
and shall not be overdriven. Fasteners for untreated (natural) and treated products shall comply
with ASTM F1667.
TABLE R703.6.3(1)
SINGLE COURSE SIDEWALL FASTENERS
SINGLE COURSE SIDEWALL FASTENERS
Product type Nail type and minimum length(inches) Minimum head diameter(inches) Minimum shank thickness(inches)
R & R and sanded shingles Type
16″ and 18″ shingles 3d box 11/4 0.19 0.08
24″ shingles 4d box 11/2 0.19 0.08
Grooved shingles Type
16″ and 18″ shingles 3d box 11/4 0.19 0.08
24″ shingles 4d box 11/2 0.19 0.08
Split and sawn shakes Type
18″ straight-split shakes 5d box 13/4 0.19 0.08
18″ and 24″ handsplit shakes 6d box 2 0.19 0.0915
24″ tapersplit shakes 5d box 13/4 0.19 0.08
18″ and 24″ tapersawn shakes 6d box 2 0.19 0.0915
For SI: 1 inch = 25.4 mm.
TABLE R703.6.3(2)
DOUBLE COURSE SIDEWALL FASTENERS
DOUBLE COURSE SIDEWALL FASTENERS
Product type Nail type and minimum length Minimum head diameter(inches) Minimum shank thickness(inches)
R & R and sanded shingles
16,″ 8″ and 24″ shingles 5d box 13/4 or same size casing nails 0.19 0.08
Grooved shingles
16,″ 18″ and 24″shingles 5d box 13/4 0.19 0.08
Split and sawn shakes
18″ straight-split shakes 7d box 21/4 or 8d 21/2 0.19 0.099
18″ and 24″ handsplit shakes 7d box 21/4 or 8d 21/2 0.19 0.099
24″ tapersplit shakes 7d box 21/4 or 8d 21/2 0.19 0.099
18″ and 24″ tapersawn shakes 7d box 21/4 or 8d 21/2 0.19 0.099
For SI: 1 inch = 25.4 mm.
R703.6.4Bottom courses.
The bottom courses shall be doubled.