780 Amberjack Ln ROOF22-0048 metal roof permitOWNER:ADDRESS:CITY:STATE:ZIP:
NOTTMEIER ERIC 2055 BEACH AVE ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
MODEL CITY ROOFING dba
Roofing Alliance 5151 SUNBEAM RD #12 JACKSONVILLE FL 32257
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171132 0000 ROYAL PALMS UNIT 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
780 AMBERJACK LN ROOF NON SHINGLE METAL ROOF $8050.00
FEES
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 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
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: 9/20/2022
PERMIT NUMBER
ROOF22-0048
ISSUED: 9/20/2022
EXPIRES: 3/19/2023
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
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
BUILDING PERMIT 455-0000-322-1000 0 $95.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $47.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.01
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.68
TOTAL: $274.19
2 of 2Issued Date: 9/20/2022
PERMIT NUMBER
ROOF22-0048
ISSUED: 9/20/2022
EXPIRES: 3/19/2023
ROOF NON SHINGLE 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
Permit Number: ROOF22-0048
Site Address: 780 AMBERJACK LN
City, State Zip Code: Atlantic Beach, Fl 32233
Applied: 8/30/2022 Approved:
Issued:
Parent Permit:
Parent Project:
Applicant: <NONE>
Owner: NOTTMEIER ERIC
Contractor: <NONE>
Description: METAL ROOF
Finaled:
Status: UNDER REVIEW
Details:
LIST OF REVIEWS
SENT DATE RETURNED
DATE DUE DATE TYPE CONTACT STATUS REMARKS
Review Group: 2ND REVIEW
9/1/2022 9/1/2022 SUBMITTAL
COMPLETENESS Permit Tech APPROVED
Notes:
3 ATTACHMENTS from jeremy@modelcityroofing.com
9/1/2022 9/2/2022 9/16/2022 BUILDING Building DENIED
Notes:
1. The Evaluation Report for the metal roof system is digitally locked and unable to receive plan review stamps. Please resubmit the documents
unlocked.
2. To unlock documents; download the report, print it out, re-scan the printed out report and send it in a pdf form with a revision/correction to the
Building Department.
3. Resubmittals may generate other review comments.
Review Group: AUTO
8/30/2022 8/30/2022 SUBMITTAL
COMPLETENESS Permit Tech APPROVED
Notes:
ONE ATTACHMENT from jeremy@modelcityroofing.com
8/30/2022 8/31/2022 9/14/2022 BUILDING Building DENIED
Notes:
1. All non-shingled roofing systems install go through plan review.
2. Please submit the manufacturer’s installation instructions and the Evaluation Report for the FL# submitted.
3. Resubmittals may generate other review comments.
4. The link to the revision/correction form is : http://coab.us/DocumentCenter/View/10495/Revision-Request-Correction-to-Comments-Route-Sheet-
v20181017?bidId=
5. The email address to send resubmittals is : Building-dept@coab.us
Printed: Wednesday, 14 September, 2022 1 of 1
Permit Reviews
City of Atlantic Beach
ROOF22- 0048
ROOF22-0048
ROOF22-0048
PBRInstallation Manual
www.TriCountyMetals.com
®available in
1 1/4”36”
12”
1 1/4”36”
12”
Transition FlashingPg. 13
Hip
Hip Hip
Hip
Eave Eave
EaveEave
Eave
Eave Eave
Eave
Valley Valley
Valley Valley
Ridge
Ridge
Ridge
Gable End
Gable End
18’18’
13’ 4”13’ 4”
19’ 6”19’ 6”
12’28’
12’ 3”
12’ 3”
49’ 9”
14’ 9”14’ 9”
18’14’14’
8’ 6”8’ 6”
24’ 7”
24’12’ 3”
14’ 4”
14’ 4”
18’
14’ 9”
14’ 9”
12’ 3”
26’
24’
Plumbing Stack
3” Diameter
Plumbing Stack
3” Diameter
RIDGE
RIDGE
Panel
Fascia
Drip Edge
Inside ClosuresWoodgrip Screw
Trim Nail or
Pancake Screw
Panel
Expanding Foam
Panel
W Valley
Expanding Foam
Woodgrip
Screw
Woodgrip Screw
Trim Nail or
Pancake Screw
Trim Nail or Pancake Screw
Step2: To find “C” you will need to mark a string tied to
“A” 4’ long and mark another string tied to “ B” that is 5’ long.Place another nail at “C” where the two measurements come together.
This will finish the 3-4-5 triangleNOTE: If your line is 3” from the gable at both “A” and ”C” the your house is square.
A B
C
RIDGE
EAVEGABLE GABLEStep 1: Temporarily place a nail 3”
from the eave and gable as shown here as “A”.
Measure 3’ parallel on the eave line
and place another nail shown here as “B”.
Transition Flashing
Woodgrip Screw
Panel
Panel
Inside ClosuresOutside Closures
Trim Nail or Pancake Screw
Outside Closures
Panel
Woodgrip Screw
Endwall Flashing
Trim Nail or Pancake Screw
Woodgrip Screw
Butyl
Panel
Side Wall Flashing
Panel
Gable Flashing
Woodgrip Screw
Butyl
FlexoVent
Woodgrip Screw
Ridge Cap
Outside Closures
3”
6”
Color
110o
Color
6”
3”
110o
Name: _____________________________________________Phone: _________________________________
Address: ________________________________________________________________________________________
Email: _______________________________________________Job Name: __________________________________
Pickup Location: ____________________________________
Delivery Location: _________________________________________________________________________________
Panels
Ultra-Rib
Gauge: _______________Color: _______________
PBR
Gauge: _______________
Color: _______________
TCM-Lok _____________
Gauge: _______________
Color: _______________
SL-Lok
Gauge: _______________
Color: _______________
5V
Gauge: _______________Color: _______________
Enter Panel Sizes
Quan�ty Feet Inches
TRIM QTY
Drip Edge
Ridge Cap
Hip
Cap
Gable
Rake
W-Valley
Sidewall
Endwall
Transi�on
Flashing
Chimney
Flashing
Panel
Starter
Z-Flashing
Eave
Cleat
INSULATION/VENTILATION QTY
TCM Radiant Barrier
TCM Radiant Tape
FlexPro
Snap Z
SEALANTS QTY
Peel and Seal
TCM Sealant
Expanding Foam
Butyl
Inside Closures
Outside Closures
UNDERLAYMENTS/PURLINS QTY
Ultra HT Wind & Water
Synthe�c HT Underlayment
1 x 4 x 12 SYP
Quote Request Order
Please select:
MS-LokGauge: _______________Color: _______________
TrentonOffice # (352) 463-8400Fax # (352) 463-0785
Live OakOffice # (386) 330-0101Fax # (386) 330-0167
OcalaOffice # (352) 622-5500Fax # (352) 622-5502
TallahasseeOffice # (850) 574-4001Fax # (850) 574-4003
Brooksville Office # (352) 587-8120 Fax # (352) 587-8122
DeLandOffice# (386) 738-2579Fax # (386) 734-5044
JacksonvilleOffice # (904) 490-6004
Flat Endwall
Flat Ridge Cap
Specialty Trim 2(a�ach drawing or draw in box)
Notes: FLASHINGS
QTY
Standard
QTY
High TempRoof Boots
#3: 1/4” - 5” Color:
#5: 4 1/4” - 7 1/2”
#7: 6”-11”
#9: 9” - 19”
Electric Pipe Boot
Touch-Up Paint Pen
Gooseneck
Vents
Spray Paint
Wood Binder QTY
FASTENERS Woodgrip Screw QTY WoodZac QTY XG QTY
1”
1 1/2”
2”
Pancakes
Tek
Screws
Lap
Screws
FASTENERS QTY
Stainless Rivets
Painted Rivets
Purlin Screws #9 x 3”
Collated Nails
S�ck Nails
Trim Nails 1-1/4”
Felt Nails 1 1/4”
S�nger Nails
WoodgripFASTENERSWoodgrip Screw QTY WoodZac QTY XG QTY
1”
1 1/2”
2”
Pancakes
Tek
Screws
Lap
Screws
FASTENERS QTY
Stainless Rivets
Painted Rivets
Purlin Screws #9 x 3”
Collated Nails
S�ck Nails
Trim Nails 1-1/4”
Felt Nails 1 1/4”
S�nger Nails
Woodgrip
Specialty Trim 1(a�ach drawing or draw in box)
Please sketch out your trim and include clear dimension measurements, pitch needed / degrees of each angle needed, and an arrow to help the fabricator know on what side the paint color needs to be oriented.
QTY: ___ Ga: ____ Color: ________ Stretched Out: ____QTY: ___ Ga: ____ Color: ________ Stretched Out: ____
Winter Haven Office: (863) 377-2805
#4: 5” - 6.75”
FL# 4595.16 R5
Product Evaluation Report
TRI COUNTY METALS
29 Ga. Ultra-Rib Roof Panel over 1x4 Wood Purlins over 15/32” Plywood
Florida Product Approval # 4595.16 R5
Florida Building Code 2020
Per Rule 61G20-3
Method: 1 –D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Tri County Metals
301 SE 16th Street
Trenton, Florida 32693
Engineer Evaluator:
Johnathan Green, P.E. #88223
Florida Evaluation ANE ID: 12901
Validator:
Brian Jaks P.E. #70159
Contents:
Evaluation Report Pages 1 – 4
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.OCT 02 2020
FL# 4595.16 R5
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, Sections 1504.3.2, 1504.7.
Product Description: Ultra-Rib Roof Panel, Min. 29 Ga. Steel, 36” Wide, through fastened roof panel
over 1x4 wood purlins over 15/32” APA Plywood decking. Non-structural
Application.
Panel Material/Standards: Material: Min. 29 Ga. Steel conforming to Florida Building Code 2020 Section
1507.4.3.
Yield Strength: Min. 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2020, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.014” min.
Width: 36” maximum coverage
Rib Height: ¾” major rib at 9” O.C.
Panel Fastener: #9-15 x 1-1/2” HWH Woodgrip with sealing washing or approved equal
¼” minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4.4.
Substrate Description: Min. 1x4 No. 2 SYP wood purlins over min. 15/32” thick, APA Rated plywood over
supports at maximum 24” O.C. The 1x4 wood purlins shall be fastened through
the plywood into the wood rafters with minimum (2) 8x3” Deck screw at a
maximum of 24” O.C. Design of 1x4 wood purlins, plywood and plywood
supports are outside the scope of this evaluation. Substrate must be designed in
accordance w/ Florida Building Code 2020.
Allowable Design Uplift Pressures:
Table "A"
Maximum Total Uplift Design Pressure: 93.5 psf 138.5 psf
Fastener Pattern: 9”-9”-9”-9” 6”-3”-6”-3”-6”-3”-6”
Fastener Spacing: 24” O.C. 24” O.C.
*Design Pressure includes a Safety Factor = 2.0.
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.OCT 02 2020
FL# 4595.16 R5
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2020, Section 1504.3.2, 1504.7.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2020, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
UL 580-06 - Test for Uplift Resistance of Roof Assemblies
UL 1897-2012 - Uplift Test for Roof Covering Systems
FM 4471-92 - Foot Traffic Resistance Test
Reference Data: 1. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 136-0408T-09A, B, Dated 11/18/2009
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 136-0027T-12C, Dated 02/16/2012
3. Certificate of Independence
By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing
(FBC Organization # ANE ID: 12901)
Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-2012 test
standard.
3. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to the
FM 4471-92, Foot Traffic Resistance test standard
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020, including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per manufacturer’s recommended details.
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.OCT 02 2020
FL# 4595.16 R5
Underlayment: Per Florida Building Code 2020, Section 1507.1.1 and manufacturer’s installation
guidelines.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2020 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2020
Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.OCT 02 2020
FL# 4595.16 R5
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.OCT 02 2020