340 2nd St RES21-0371 1 of 3 new single-family home permitOWNER:ADDRESS:CITY:STATE:ZIP:
D AND K WADE TRUST 7510 BRIARCLIFF DR ROSOE IL 61073
COMPANY:ADDRESS:CITY:STATE:ZIP:
SIGNATURE HOMES &
DEVELOPMENT 1474 South 3rd Street Jacksonville Beach FL 32250
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169765 0000 ATLANTIC BEACH
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
340 2ND ST RESIDENTIAL NEW SINGLE
FAMILY RESIDENCE SINGLE FAMILY RESIDENCE $598388.80
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 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.
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 3Issued Date: 2/2/2022
PERMIT NUMBER
RES21-0371
ISSUED: 2/2/2022
EXPIRES: 8/1/2022
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
2 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.
3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
4 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.
5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
6 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
7 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL
Notes:
Maximum driveway width within the City right-of-way is 20 feet.
8 PUBLIC WORKS TOPO SURVEY INFORMATIONAL
Notes:
Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection.
9 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
10 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.
11 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
2 of 3Issued Date: 2/2/2022
PERMIT NUMBER
RES21-0371
ISSUED: 2/2/2022
EXPIRES: 8/1/2022
RESIDENTIAL 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 $1878.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $939.00
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 $43.76
STATE DCA SURCHARGE 455-0000-208-0600 0 $29.17
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $3,264.93
12 BUILDING ROUGH TRADES INSPECTION INFORMATIONAL
Notes:
THE ROOF MUST BE COMPLETE AND THE BUILDING DRIED IN BEFORE SCHEDULING ROUGH TRADES INSPECTIONS.
3 of 3Issued Date: 2/2/2022
PERMIT NUMBER
RES21-0371
ISSUED: 2/2/2022
EXPIRES: 8/1/2022
RESIDENTIAL 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: RES21-0371
Site Address: 340 2ND ST
City, State Zip Code: Atlantic Beach, Fl 32233
Applied: 12/16/2021 Approved: 2/1/2022
Issued: 2/2/2022
Parent Permit:
Parent Project:
Applicant: <NONE>
Owner: D AND K WADE TRUST
Contractor: <NONE>
Description: SINGLE FAMILY RESIDENCE
Finaled:
Status: ISSUED
Details:
LIST OF REVIEWS
SENT DATE RETURNED
DATE DUE DATE TYPE CONTACT STATUS REMARKS
Review Group: 2ND REVIEW
1/3/2022 1/3/2022 SUBMITTAL
COMPLETENESS Permit Tech APPROVED
Notes:
2 ATTACHMENTS - tree affidavit & water retention
from rex@sighomesfl.com
1/3/2022 1/4/2022 1/15/2022 ZONING Zoning APPROVED
Notes:
1/3/2022 1/24/2022 1/15/2022 BUILDING Building DENIED
Notes:
Permit application is still denied, the revision submitted was not for any of my initial plan review comments.
1/3/2022 1/6/2022 1/15/2022 PUBLIC WORKS Public Works APPROVED
W/CONDITIONS
Notes:
See Conditions of Approval that will be printed on Permit.
Review Group: 3RD REVIEW
1/25/2022 1/25/2022 SUBMITTAL
COMPLETENESS Permit Tech APPROVED
Notes:
2 ATTACHMENT from rex@sighomesfl.com
ENERGY CAL, WITH SIGNITURE
SITE PLAN w/ FINISH FLOOR ELEVATION
1/25/2022 1/26/2022 2/8/2022 ZONING Zoning APPROVED
Notes:
Printed: Wednesday, 02 February, 2022 1 of 2
Permit Reviews
City of Atlantic Beach
1/25/2022 2/1/2022 2/8/2022 BUILDING Building APPROVED
Notes:
Review fees are attached.
1/25/2022 2/1/2022 2/8/2022 PUBLIC WORKS Public Works NOT APPLICABLE
TO DEPARTMENT
Notes:
Review Group: AUTO
12/16/2021 12/16/2021 SUBMITTAL
COMPLETENESS Permit Tech APPROVED
Notes:
10 ATTACHMENTS from rex@sighomesfl.com
12/16/2021 1/24/2022 1/4/2022 BUILDING Building DENIED
Notes:
Correction Comments:
1. Please produce a site plan that has the proposed FFE with the builder’s signature and date next to the elevation.
2. The first page of the energy calcs is missing the OWNER/AGENTS signature and date. Please resubmit that page completed.
3. Please resubmit the energy EPL Display Card completed, builders name and address of new home is missing.
4. Please submit the ICC ESR report for the spray foam insulation to be used on this home.
5. Resubmittals may generate other review comments.
12/16/2021 12/20/2021 1/4/2022 PUBLIC UTILITIES Public Utilities APPROVED
W/CONDITIONS
Notes:
12/16/2021 12/21/2021 1/4/2022 PUBLIC WORKS Public Works DENIED
Notes:
Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street, in the front and the rear of
property.
Water retention must be 10 feet from a structure and 5 feet from side property line.
Documentation shows not enough water retention.
12/16/2021 12/30/2021 1/4/2022 ZONING Zoning DENIED
Notes:
Please submit a tree removal permit prior to any tree removal. Trees removed without a permit are assessed increased mitigation. Please install tree
protective barricades around all trees or groups of trees being preserved prior to construction, failure to do so will result in a stop work order. Also, note
that a minimum of one four inch caliper tree is required for every 2,500 square feet of lot area and of these trees, at least two must be shade trees
(preserved trees count).
Printed: Wednesday, 02 February, 2022 2 of 2
Permit Reviews
City of Atlantic Beach
[FOR USE WHEN OWNERS ARE INDIVIDUALS; IF MARRIED, BOTH PARTIES MUST SIGN]
01189943-1
AFTER RECORDING RETURN TO:
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
DECLARATION OF STORMWATER RESTRICTIVE COVENANT
KNOW ALL MEN BY THESE PRESENTS:
WHEREAS, the undersigned ____________________________________ (hereinafter “Owner”), whose address is
______________________, is the fee simple owner(s) of that certain property situated and being in the City of Atlantic Beach,
Duval County, Florida, more particularly described on Exhibit A attached hereto and made a part hereof (hereinafter
“Property”); and
WHEREAS, Owner desires to utilize said Property as a building site; and
WHEREAS, a certain onsite stormwater storage facility must be constructed and maintained on the Property in
accordance with the Code of Ordinances of the City of Atlantic Beach, Florida.
NOW, THEREFORE, Owner does hereby declare as follows:
1. That the Property will not be used in violation of any ordinances of the City of Atlantic Beach now in effect or
hereinafter enacted.
2. That the onsite stormwater storage facility, constructed in accordance with that certain approved site plan,
dated ____________, 20___, as shown on Exhibit B attached hereto and made a part hereof, and depicted on that certain
post-construction survey dated _________, 20___, as shown on Exhibit C attached hereto and made a part hereof,
documenting proper construction and required volume of storage (hereinafter the “onsite stormwater storage facility”), shall
be maintained in good working order, condition and repair and clear of all debris, at the Owner’s sole expense, at all times.
3. That Owner shall allow representatives of the City of Atlantic Beach, following reason able notice to Owner,
access and entry onto the Property for the purpose of inspecting the onsite stormwater storage facility as more particularly
described in said Exhibits B and C, to determine compliance therewith and the applicable Code provisions of t he City.
4. That this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and
title to the Property and shall constitute a covenant running with the land and shall be binding upon the Owner and Owner’s
heirs, personal representatives, successors and assigns and may only be released by a written and properly recorded
document executed by the City of Atlantic Beach, or its successor, in accordance with the ordinance of said City then in effect.
IN WITNESS WHEREOF, the undersigned has/have caused _____ hand(s) and seal(s) to be affixed hereto on this
_____ day of_____________, 20___.
OWNER(S):
(Signature) (Witness)
(Print name) (Print name)
(Witness)
(Print name)
(Signature) (Witness)
(Print name) (Print name)
(Witness)
(Print name)
STATE OF FLORIDA
COUNTY DUVAL
The foregoing instrument was acknowledged before me this ____ day of ______, 20___, by ____________________ who is
personally known to me or has produced ______________________ as identification.
My Commission expires:
NOTARY PUBLIC, State of Florida
RES21-0371
RES21-0371
Revision Request/Correction to Comments
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
**ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED.
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: _______ _
G Revision to Issued Permit OR D Corrections to Comments Date: , \ ;> \ '"UYl-1-, \'
Project Address: 3'fo ? &-(µ.€[
Contractor/Contact Name: S;5a .... +►\'C.. \~oottJ ~ De,\A?,.lcff1'\e.,-.,+,ykl. &-f 11 ): / /,'~ 1o<-1) ?J?;-1',?
Contact Phone ~o<-01~'t:f-G(S<,1 Email: f'"G!f-:@Si3'now-c,.s{/. con--:,,
Description of Proposed Revision/ Corrections:
l-1~i,-.;'l.,..JL=--:S:~· __..LU""'"-·_, .._I _._l~-'-fl~~-.c='----affirm the revision/correction to comments is inclusive of the proposed changes .
(printed name)
• Will propo~i:>r1 revision/corrections add additional square footage to original submittal?
l:i:21N o ~ .. .all Yes (additional s.f. to be added: ____________ )
•~illyrop~d revision(~orrec~ions ad~ add'.ti~nal increase in building value to original submittal?
l.l.,J1CJo ~*Yes (add1t1onal increase in bu1ldtn Yal : .,_,_ _______ ) (Contractor must sign if increase in valuation)
(Office Use Only)
D Approved D Denied D Not Applicable to Department Permit Fee Due$ _____ _
Revision/Plan Review Comments -----------------------------
Department Review Required:
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Reviewed By
Date
Updated 10/17/18
RES21-0371
RES21-0371
FORM R405-2020
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2020 Florida Building Code, Energy Conservation via the
Residential Simulated Performance Alternative shall include:
This checklist
Form R405-2020 report
Input summary checklist that can be used for field verification (usually four pages/may be greater)
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page)
A completed 2020 Envelope Leakage Test Report (usually one page); exception in R402.4
allows dwelling units of R-2 Occupancies and multiple attached single family dwellings to
comply with Section C402.5
If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
2020 Duct Leakage Test Report - Performance Method (usually one page)
.
6/20/2021 8:20:12 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 1
RES21-0371
EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 56/20/2021 8:20 PM
Project Name:
Owner:
Builder Name:
Permit Office:
Jurisdiction:261100
Atlantic Beach
Signature Homes & Development, Inc.W ade Residence
Street:
City, State, Zip:Atlantic Beach , FL ,
340 2nd Ave
Permit Number:
Design Location:FL, MAYPORT_NS County:Duval (Florida Climate Zone 2 )
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area above grade (ft²)
New (From Plans)
Detached
1
No
3944
7. Windows
a. U-Factor:
S H G C :
b. U-Factor:
S H G C :
c. U-Factor:
S H G C :
Dbl, U=0.40 794.95 ft²
SHGC=0.25
N/A f t ²
N/A f t ²
9. Floor Types
a. Slab-On-Grade Edge Insulation
b. Floor Over Other Space
c. other (see details)
R=0.0 2162.00 ft²
R=0.0 960.00 ft²
R=822.00 ft²
10. Wall Types
a. Frame - Wood, Exterior R=19.0 4596.50 ft²
b. Frame - Wood, Adjacent R=19.0 796.89 ft² c. N/A R=f t ²
11. Ceiling Types
a. Roof Deck (Unvented)R=20.0 2984.00 ft²
f t ² R=b. N/A
c. N/A R = f t ²
12. Ductsa. Sup: Attic, Ret: Attic, AH: 2nd Floor
13. Cooling systems
14. Heating systems
15. Hot water systems
a. Propane Cap: 1 gallons
b. Conservation features
None
d. N/A R=f t ²
Area W eighted Average Overhang Depth:6.029 ft.
Area W eighted Average SHGC:0.250
Description Area
Insulation Area
Insulation Area
Insulation Area
16. Credits Pstat
4
(795.0 sqft.)
(5393.4 sqft.)
(2984.0 sqft.)
(3944.0 sqft.)
Conditioned floor area below grade (ft²)0
a. Central Unitb. Central Unit
a. Electric Heat Pump
b. Electric Heat Pump
k B t u / h r
26.3 SEER:15.2526.3 SEER:15.25
Efficiency
k B t u / h r Efficiency
25.0 HSPF:9.50
25.0 HSPF:9.50
b. Sup: Attic, Ret: Attic, AH: 2nd Floor
f t ² R6 281.066 231.66
Tankless
EF: 0.750
8. Skylights
c. U-Factor:(AVG)
S H G C ( A V G ) :
N/A
N/A
f t ²
Area
Glass/Floor Area:0.202 Total Proposed Modified Loads:
Total Baseline Loads:
97.86
114.47 PASS
I hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Code.
PREPARED BY:DATE:
I hereby certify that this building, as designed, is in compliance
with the Florida Energy Code.
OW NER/AGENT:
DATE:
BUILDING OFFICIAL:
DATE:
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory-sealed in accordance with R403.3.2.1.
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
FORM R405-2020
6/20/2021
PROJECT
Title:
Owner Name:
# of Units:
Builder Name:
Permit Office:
Jurisdiction:261100
Atlantic Beach
Signature Homes & Develop
1
Wade Residence
Family Type:
New/Existing:
Bedrooms:
Conditioned Area:
Total Stories:
Worst Case:
Rotate Angle:0
No
2
3944
4
New (From Plans)
Detached
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
FL ,
Atlantic Beach ,
Duval
340 2nd Ave
Street Address
Comment:
Building Type:User
Cross Ventilation:
Whole House Fan:
TMY Site
Design Temp Int Design Temp Heating Design Daily Temp
Design Location 2.5 %97.5 %Degree Days Moisture RangeWinterSummer
CLIMATE
90 70 75 1037 61 Medium39FL_MAYPORT_NSFL, MAYPORT_NS______
Number Name Area Volume
BLOCKS
1 Block1 2162 21836.2
2 Block2 1782 17998.2
Number Name Area Volume
SPACES
Kitchen Occupants Bedrooms Cooled HeatedInfil ID Finished
1 1st Floor 2162 21836.2 Yes 2 1 Yes Yes1Yes
2 2nd Floor 1782 17998.2 No 3 3 Yes Yes1Yes
#Floor Type Area Tile Wood Carpet
FLOORS
Perimeter R-Value Joist R-ValueSpacePerimeter
1 2162 ft² 0 0 1______Slab-On-Grade Edge Insulatio - - - -0280 ft 1st Floor
2 822 ft² 0 0 1______19Floor over Garage 19 - - - - - - - -2nd Floor
3 960 ft² 0 0 1______Floor Over Other Space 0 - - - - - - - -2nd Floor
#Type Materials Color Absor.
Roof Solar Deck
Insul.
Pitch
ROOF
Tested
Roof
Area
Gable
Area
Emitt
Tested
EmittSA
(deg)
Rad
Barr
1 Gable or shed Composition shingles 3336 ft² Medium 0.6 20 26.57______No746 ft² 0.3 NoN
ATTIC
#Type Ventilation Area RBS IRCCVent Ratio (1 in)
______1 Full attic Unvented 2984 ft² N N0
6/20/2021 8:20 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 2 of 5
FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT
#Ceiling Type R-Value Area Framing Frac Truss Type
CEILING
Space Ins Type
1 Under Attic (Unvented)0 1202 ft² 0.05 Wood______1st Floor Blown
2 Under Attic (Unvented)0 1782 ft² 0.05 Wood______2nd Floor Blown
WALLS
#Wall Type R-Value AreaAdjacent Framing SolarOrntFractionAbsor.HeightWidth Ft In Ft InToCavity SheathingR-ValueSpace Grade%Below
1 19 01st Floor 12 10.1NFrame - Wood 0.1700000.05Exterior121.2 ft² ____
2 19 01st Floor 19.1 10.1NFrame - Wood 0.1700000.05Exterior192.9 ft² ____
3 19 01st Floor 16.6 10.1WFrame - Wood 0.1700000.05Garage167.7 ft² ____
4 19 01st Floor 2.5 10.1SFrame - Wood 0.1700000.05Garage25.3 ft² ____
5 19 01st Floor 29.8 10.1NFrame - Wood 0.1700000.05Garage301.0 ft² ____
6 19 01st Floor 47 10.1WFrame - Wood 0.1700000.05Exterior474.7 ft² ____
7 19 01st Floor 29.5 10.1SFrame - Wood 0.1700000.05Exterior298.0 ft² ____
8 19 01st Floor 15 10.1EFrame - Wood 0.1700000.05Exterior151.5 ft² ____
9 19 01st Floor 16.7 10.1SFrame - Wood 0.1700000.05Exterior168.7 ft² ____
10 19 01st Floor 15 10.1WFrame - Wood 0.1700000.05Exterior151.5 ft² ____
11 19 01st Floor 12.8 10.1SFrame - Wood 0.1700000.05Exterior129.3 ft² ____
12 19 01st Floor 34 10.1EFrame - Wood 0.1700000.05Exterior343.4 ft² ____
13 19 01st Floor 30 10.1EFrame - Wood 0.1700000.05Garage303.0 ft² ____
14 19 02nd Floor 59 10.1NFrame - Wood 0.1700000.05Exterior595.9 ft² ____
15 19 02nd Floor 68 10.1WFrame - Wood 0.1700000.05Exterior686.8 ft² ____
16 19 02nd Floor 59 10.1SFrame - Wood 0.1700000.05Exterior595.9 ft² ____
17 19 02nd Floor 68 10.1EFrame - Wood 0.1700000.05Exterior686.8 ft² ____
#Ornt Panes NFRC U-Factor SHGC Area Depth Separation Int ShadeFrame Screening
WINDOWS
Overhang
Orientation shown is the entered, Proposed orientation.
Wall
ID Imp
1 N Low-E Double 0.4 0.25 27.6 ft² 1.5 ft 0 in 3 ft 0 in Drapes/blindsWood None______Yes1 N
2 N Low-E Double 0.4 0.25 42.0 ft² 11 ft 0 in 1 ft 0 in Drapes/blindsWood None______Yes2 N
3 N Low-E Double 0.4 0.25 24.0 ft² 11 ft 0 in 3 ft 0 in Drapes/blindsWood None______Yes2 N
4 N Low-E Double 0.4 0.25 16.0 ft² 11 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes2 N
5 N Low-E Double 0.4 0.25 3.4 ft² 11 ft 0 in 1 ft 0 in Drapes/blindsWood None______Yes2 N
6 W Low-E Double 0.4 0.25 18.0 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes6 N
7 S Low-E Double 0.4 0.25 72.0 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes7 N
8 S Low-E Double 0.4 0.25 112.0 ft² 15 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes9 N
9 W Low-E Double 0.4 0.25 54.0 ft² 16.7 ft 0 i 2 ft 0 in Drapes/blindsWood None______Yes10 N
10 S Low-E Double 0.4 0.25 48.0 ft² 11 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes11 N
11 E Low-E Double 0.4 0.25 10.0 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes12 N
12 E Low-E Double 0.4 0.25 11.3 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes12 N
13 N Low-E Double 0.4 0.25 84.0 ft² 1.5 ft 0 in 10 ft 0 in Drapes/blindsWood None______Yes14 N
14 N Low-E Double 0.4 0.25 20.2 ft² 1.5 ft 0 in 8.6 ft 0 in Drapes/blindsWood None______Yes14 N
15 W Low-E Double 0.4 0.25 15.0 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes15 N
16 N Low-E Double 0.4 0.25 66.0 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes14 N
17 E Low-E Double 0.4 0.25 15.0 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes17 N
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FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT
#Ornt Panes NFRC U-Factor SHGC Area Depth Separation Int ShadeFrame Screening
WINDOWS
Overhang
Orientation shown is the entered, Proposed orientation.
Wall
ID Imp
18 W Low-E Double 0.4 0.25 15.0 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes15 N
19 W Low-E Double 0.4 0.25 4.0 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes15 N
20 W Low-E Double 0.4 0.25 12.5 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes15 N
21 S Low-E Double 0.4 0.25 66.0 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes16 N
22 S Low-E Double 0.4 0.25 9.0 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes16 N
23 E Low-E Double 0.4 0.25 12.5 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes17 N
24 S Low-E Double 0.4 0.25 10.0 ft² 1.5 ft 0 in 11 ft 0 in Drapes/blindsWood None______Yes16 N
25 E Low-E Double 0.4 0.25 12.5 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes17 N
26 E Low-E Double 0.4 0.25 15.0 ft² 1.5 ft 0 in 2 ft 0 in Drapes/blindsWood None______Yes17 N
#Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
GARAGE
1 926 ft² 926 ft² 113.6 ft 10.1 ft 0______
Method CFM 50 ACH 50ELASLAScope
INFILTRATION
ACHEqLA#
4647.3 7254.97.000449Wholehouse .2144478.67Proposed ACH(50)1
HEATING SYSTEM
#System Type Efficiency Capacity DuctsSubtypeBlockSpeed
1 Electric Heat Pump/HSPF:9.5 25 kBtu/hr ______sys#1None1 Singl
2 Electric Heat Pump/HSPF:9.5 25 kBtu/hr ______sys#2None2 Singl
#System Type Efficiency Capacity Air Flow SHR
COOLING SYSTEM
DuctsSubtypeBlockSubtype
1 Central Unit/SEER: 15.2526.3 kBtu/hr 789 cfm 0.75______sys#1None1 Singl
2 Central Unit/SEER: 15.2526.3 kBtu/hr 789 cfm 0.75______sys#2None2 Singl
#System Type EF Cap Use SetPnt Conservation
HOT WATER SYSTEM
SubType Location
1 Propane 0.75 1 gal 70 gal 120 deg None______Tankless Exterior
FSEC
Company Name System Model #Collector Model #
Collector
SOLAR HOT WATER SYSTEM
Storage
FEFCert #Area Volume
None None f t ² ______
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FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT
#Location R-Value Area Location Area
---- Supply -------- Return ----
Leakage Type Handler
CFM 25Air
QN RLF
DUCTS
Heat Cool
HVAC #
TOT OUT
CFM25
1 Attic 6 2 8 1 . 0 6 Attic 108.1 ft Default Leakage 2nd Floor ( D e f a u l t ) ______1 1 ( D e f a u l t )
2 Attic 6 2 3 1 . 6 6 Attic 89.1 ft² Default Leakage 2nd Floor ( D e f a u l t ) ______2 2 ( D e f a u l t )
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling [ ] Jan [ ] Feb [ ] Mar [ ] Apr [ ] May [X] Jul [X] Aug [X] Sep [ ] Oct [ ] Nov [ ] Dec
[ ] Dec[X] Dec[X] Nov[X] Nov[ ] Oct[X] Oct[ ] Sep[ ] Sep[ ] Aug[ ] Aug[ ] Jul[ ] Jul[ ] Jun[ ] Jun[X] Jun[ ] May[ ] May[ ] Apr[X] Apr[X] Mar[X] Mar[X] Feb[ ] Feb[X] Jan[ ] JanHeatingVenting
Thermostat Schedule:HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD)AMPM 7880 7880 7880 7880 7878 7878 7878 7878 8078 8078 8078 8078
Cooling (WEH)AMPM 7880 7880 7880 7880 7878 7878 7878 7878 8078 8078 8078 8078
Heating (WD)AMPM 6568 6568 6568 6568 6568 6568 6568 6868 6868 6868 6868 6868
Heating (WEH)AMPM 6568 6568 6568 6568 6568 6568 6568 6868 6868 6868 6868 6868
MASS
Mass Type Area Thickness Furniture Fraction Space
Default(8 lbs/sq.ft.0 ft² 0 ft 0.3 1st Floor
Default(8 lbs/sq.ft.0 ft² 0 ft 0.3 2nd Floor
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FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT
340 2nd Ave, Atlantic Beach, FL,
EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 85
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft²)
New (From Plans)
Detached
1
4
No
3944
7. Windows**
a. U-Factor:
S H G C :
b. U-Factor:
S H G C :
c. U-Factor:
S H G C :
d. U-Factor:
S H G C :
Dbl, U=0.40 794.95 ft²
SHGC=0.25
N/A f t ²
N/A f t ²
N/A f t ²
9. Floor Types
a. Slab-On-Grade Edge Insulation
b. Floor Over Other Space
c. other (see details)
R=0.0 2162.00 ft²
R=0.0 960.00 ft²
R=822.00 ft²
10. Wall Type and Insulation
a. Frame - Wood, Exterior R=19.0 4596.50 ft²
b. Frame - Wood, Adjacent R=19.0 796.89 ft²
c. N/A R=f t ²
11. Ceiling Type and insulation level
a. Roof Deck (Unvented)R=20.0 2984.00 ft²
f t ² R=b. N/A
c. N/A R = f t ²
12. Ducts, location & insulation level
13. Cooling systems
14. Heating systems k B t u / h r
15. Hot water systems
a. Propane Cap: 1 gallons
EF: 0.75
b. Conservation features
None
d. N/A R=f t ²
Description Area
Insulation Area
Insulation Area
Insulation Area
Credits (Performance method)Pstat
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
6.029 ft.
0.250 b. Electric Heat Pump
a. Electric Heat Pump 25.0 HSPF:9.50
25.0 HSPF:9.50
a. Central Unit 26.3 SEER:15.25
k B t u / h r
b. Central Unit 26.3 SEER:15.25
Efficiency
Efficiency
a. Sup: Attic, Ret: Attic, AH: 2nd Floorb. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 231.666 281.06 R f t ²
8. Skylights
a. U-Factor(AVG):
S H G C ( A V G ) :
Description Area
N/A
N/A
f t ²
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:Date:
Address of New Home:City/FL Zip:
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida Energy Rating. For information about the Florida Building Code,
Energy Conservation, contact the Florida Building Commission's support staff.
**Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
Page 1 of 1
FORM R405-2020
6/20/2021 8:20 PM
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
Florida Building Code, Energy Conservation, 7th Edition (2020)
ADDRESS:340 2nd Ave
Atlantic Beach , FL ,
Permit Number:
The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
(Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
MANDATORY REQUIREMENTS - See individual code sections for full details.
R402.4 Air leakage (Mandatory).
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm
per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
R401.3 Energy Performance Level (EPL) display card (Mandatory).
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R402.4.3 Fenestration air leakage.
R402.4.1.1 Installation.
Exception: Site-built windows, skylights and doors.
R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where
using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
Exception:
R402.4.1.2 Testing.
R402.4.1 Building thermal envelope.
The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer’s instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
The building thermal envelope shall comply with Sections R402.4.1.1 and
R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
SECTION R401 GENERAL
SECTION R402 BUILDING THERMAL ENVELOPE
MANDATORY REQUIREMENTS - (Continued)
Building framing cavities shall not be used as ducts or plenums.
Mechanical system piping capable of carrying fluids above 105°F (41°C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation.
If heated water circulation systems are
installed, they shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with
Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
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R403.3.5 Building cavities (Mandatory).
R403.4 Mechanical system piping insulation (Mandatory).
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory).
SECTION R403 SYSTEMS
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
(7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be “substantially leak free” in
accordance with Section R403.3.3.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire
system, including the manufacturer’s air handler enclosure. Registers shall be taped or otherwise sealed during the test.
Rough-in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system,
including the manufacturer’s air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise
sealed during the test.
2.
1.
Exceptions:
A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
Duct testing is not mandatory for buildings complying by Section 405 of this code. Duct leakage testing is required for Section
R405 compliance where credit is taken for leakage, and a duct air leakage Qn to the outside of less than 0.080 (where Qn =
duct leakage to the outside in cfm per 100 square feet of conditioned floor area tested at 25 Pascals) is indicated in the
compliance report for the proposed design.
2.
1.
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer’s designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
1.
2.
R403.5.1.1 Circulation systems.
R403.5.1.2 Heat trace systems.
Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall
be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for
circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The
controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no
demand for hot water. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall
automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the
times when heated water is used in the occupancy.
MANDATORY REQUIREMENTS - (Continued)
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R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 ½ inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water-heating systems to be turned off.
R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water-heating systems should meet the following criteria:
Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
Be installed at an orientation within 45 degrees of true south.
1.
2.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.7 Heating and cooling equipment.
R403.7.1 Equipment sizing (Mandatory). Heating and cooling equipment shall be sized in accordance with ACCA Manual S based
on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation
methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the
outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design
conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other
factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical
ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have
an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is
installed.
When installed to function as a whole-house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
R403.6.1 Whole-house mechanical ventilation system fan efficacy.
E x c e p t i o n :
R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
Where an air handler that is integral to tested and listed HVAC equipment is used to provide whole-house mechanical
ventilation, the air handler shall be powered by an electronically commutated motor.
The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
1.
2.
3.
TABLE R403.6.1
WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
For SI: 1 cfm = 28.3 L/min.a.When tested in accordance with HVI Standard 916
HRV or ERV
In-line fan
Bathroom, utility room
Bathroom, utility room
FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY AIRFLOW RATE MAXIMUM (CFM)(CFM/WATT)
a
Any
Any
10
90
1.2 cfm/watt
2.8 cfm/watt
1.4 cfm/watt
2.8 cfm/watt
Any
Any
<90
Any
(CFM)
Range hoods Any 2.8 cfm/watt Any
MANDATORY REQUIREMENTS - (Continued)
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots.
Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
Where public health standards require 24-hour pump operation.
R403.10.2 Time switches.
Pumps that operate solar- and waste-heat-recovery pool heating systems.
Where pumps are powered exclusively from on-site renewable generation.3.
2.
1.
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R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the Florida Building Code, Energy Conservation—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice-melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C).
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1.A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2.A variable capacity system sized for optimum performance during base load periods is utilized.
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section R403.7, or the closest available size provided by the manufacturer’s product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1.
2.
Attached single- and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
When signed and sealed by a Florida-registered engineer, in attached single- and multiple-family units, the capacity of
equipment may be sized in accordance with good design practice.
The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing. Manufacturer’s
expanded performance data shall be used to select cooling-only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water-source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature.
R404.1 Lighting equipment (Mandatory). Not less than 90 percent of the lamps in permanently installed luminaires shall have an
efficacy of at least 45 lumens-per-watt or shall utilize lamps with an efficacy of not less than 65 lumens-per-watt.
R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights.
SECTION R404
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions-Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatory). The energy consumption of electric-powered portable spas shall be controlled by the
requirements of APSP-14.
ELECTRICAL POWER AND LIGHTING SYSTEMS
Page 5 of 56/20/2021 8:20 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software
All gas- and oil-fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
R403.10.4 Gas- and oil-fired pool and spa heaters.
Where more than 70 percent of the energy for heating, computed over an operation season, is from site-recovered
energy, such as from a heat pump or solar energy source, covers or other vapor-retardant means shall not be required.
Exception:
Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
R403.10.3 Covers.
R403.13 Dehumidifiers (Mandatory
Ducted dehumidifiers shall, in addition to conforming to the requirements of Section R403.13,
conform to the following requirements:
R403.13.1 Ducted dehumidifiers.
If installed, a dehumidifier shall conform to the following requirements:
1.The minimum rated efficiency of the dehumidifier shall be greater than 1.7 liters/ kWh if the total dehumidifier capacity for the house
is less than 75 pints/day and greater than 2.38 liters/kWh if the total dehumidifier capacity for the house is greater than or equal to 75 pints/day.
2.The dehumidifier shall be controlled by a sensor that is installed in a location where it is exposed to mixed house air.
3.Any dehumidifier unit located in unconditioned space that treats air from conditioned space shall be insulated to a minimum of R-2.
4.Condensate disposal shall be in accordance with Section M1411.3.1 of the Florida Building Code, Residential.
1.If a ducted dehumidifier is configured with return and supply ducts both connected into the supply side of the cooling system, a backdraft
damper shall be installed in the supply air duct between the dehumidifier inlet and outlet duct.
2.If a ducted dehumidifier is configured with only its supply duct connected into the supply side of the central heating and cooling system,
a backdraft damper shall be installed in the dehumidifier supply duct between the dehumidifier and central supply duct.
3.A ducted dehumidifier shall not be ducted to or from a central ducted cooling system on the return duct side upstream from the
central cooling evaporator coil.
4.Ductwork associated with a dehumidifier located in unconditioned space shall be insulated to a minimum of R-6.
Project Name:
Owner:
Builder Name:
Permit Office:
Jurisdiction:261100
Atlantic Beach
Signature Homes & Development, Inc.Wade Residence
Street:
City, State, Zip:Atlantic Beach , FL ,
340 2nd Ave
Permit Number:
Design Location:FL, MAYPORT_NS CHECKAIR BARRIER CRITERIA
A continuous air barrier shall be installed in the building envelope.
The exterior thermal envelope contains a continuous air barrier.
Breaks or joints in the air barrier shall be sealed.
The air barrier in any dropped ceiling/soffit shall be aligned with
the insulation and any gaps in the air barrier shall be sealed.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
The junction of the foundation and sill plate shall be sealed.
The junction of the top plate and the top of exterior walls shall be
sealed.
Knee walls shall be sealed.
The space between window/door jambs and framing, and
skylights and framing shall be sealed.
Rim joists shall include the air barrier.
The air barrier shall be installed at any exposed edge of
insulation.
Exposed earth in unvented crawl spaces shall be covered with
a Class I vapor retarder with overlapping joints taped.
Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Narrow cavities
Shafts, penetrations
Crawl space walls
Floors
(including
above-garage
and cantilevered
floors)
Rim joists
Windows, skylights
Walls
Ceiling/attic
General
COMPONENT
Garage separation
Recessed lighting
Plumbing and wiring
S h o w e r / t u b
HVAC register boots HVAC supply and return register boots that penetrate building
thermal envelope shall be sealed to the sub-floor, wall covering or
The air barrier shall be installed behind electrical or communication
boxes or air-sealed boxes shall be installed.
The air barrier installed at exterior walls adjacent to showers and
tubs shall separate them from the showers and tubs.
Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind piping and wiring.
Recessed light fixtures installed in the building thermal envelope
shall be sealed to the finished surface.
Air sealing shall be provided between the garage and conditioned spaces.
When required to be sealed, concealed fire sprinklers shall only be
sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sprinkler cover plates and walls or ceilings.
C o n c e a l e d
Electrical/phone box on
exterior walls
Batts in narrow cavities shall be cut to fit, or narrow
cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
INSULATION INSTALLATION CRITERIA
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Air-permeable insulation shall
not be used as a sealing material.
The insulation in any dropped ceiling/soffit
shall be aligned with the air barrier.
Cavities within corners and headers of frame walls
shall be insulated by completely filling the cavity
with a material having a thermal resistance of R-3
per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Rim joists shall be insulated.
Floor framing cavity insulation shall be installed to
maintain permanent contact with the underside of
subfloor decking, or floor framing cavity insulation
shall be permitted to be in contact with the top side
of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
and doors
on exterior wall
requirements
Recessed light fixtures installed in the building
thermal envelope shall be air tight and IC rated.
sprinklers
Where provided instead of floor insulation, insulation
shall be permanently attached to the crawlspace walls.
Exterior walls adjacent to showers and tubs shall
be insulated.
2020 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
a
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2020 Florida Building Code, Energy Conservation, 7th Edition
Jurisdiction:261100 Permit #:
Job Information
Builder:Signature Homes & Development, Inc.Community:Lot:NA
Address:340 2nd Ave
City:Atlantic Beach State:FL Zip:
Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2.
PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on Form R405-2020 (Performance) or R406-2020 (ERI), section labeled as infiltration, sub-section ACH50.
ACH(50) specified on Form R405-2020-Energy Calc (Performance) or R406-2020 (ERI):7.000
_________ x 60 ÷ ______________ = ____________39834
CFM(50) Building Volume ACH(50)
PASS
When ACH(50) is less than 3, Mechanical Ventilation installation
must be verified by building department.
Method for calculating building volume:_____________________________
Retrieved from architectural plans
Code software calculated
Field measured and calculated
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section
489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
Testing Company
Company Name: ______________________________________Phone: ________________________
I hereby verify that the above Air Leakage results are in accordance with the 2020 7th Edition Florida Building Code
Energy Conservation requirements according to the compliance method selected above.
Signature of Tester: ____________________________________Date of Test: ______________________
Printed Name of Tester: _________________________________
License/Certification #: _____________________________Issuing Authority: _________________________
6/20/2021 8:20:22 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 1
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...nual J\Wade Residence, 340 2nd Ave, Atl Bch.rup Calc = MJ8 Front Door faces: N
Job:Manual S Compliance Report 6/6/2021Date:
1st Floor M. EllisBy:
Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone: 904-268-3670 Fax: 904-268-3670 Email: eds.jax@gmail.com
Project Information
Wade ResidenceFor:
340 2nd Ave, Atlantic Beach, FL
Cooling Equipment
Design Conditions
°F74.0Entering coil DB:Btuh20044Sensible gain:°F94.4Outdoor design DB:
°F61.7Entering coil WB:Btuh3371Latent gain:°F77.4Outdoor design WB:
Btuh23415Total gain:°F74.0Indoor design DB:
cfm940Estimated airflow:%50Indoor RH:
Manufacturer's Performance Data at Actual Design Conditions
Split ASHPEquipment type:
4TWR5030H1+TAM9A0B30V31Model:TraneManufacturer:
cfm940Actual airflow:
% of load100Btuh20100Sensible capacity:
% of load184Btuh6200Latent capacity:
%76SHR:% of load112Btuh26300Total capacity:
Heating Equipment
Design Conditions
°F68.0Entering coil DB:Btuh23475Heat loss:°F38.1Outdoor design DB:
°F68.0Indoor design DB:
Manufacturer's Performance Data at Actual Design Conditions
Split ASHPEquipment type:
4TWR5030H1+TAM9A0B30V31Model:TraneManufacturer:
cfm940Actual airflow:
°F36Capacity balance:% of load106Btuh25000Output capacity:
°F-99Economic balance:Btuh0Supplemental heat required:
Elec stripBackup equipment type:
Model:Manufacturer:
cfm940Actual airflow:
°F97Temp. rise:% of load153kW10.5Output capacity:
Meets all requirements of ACCA Manual S.
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...nual J\Wade Residence, 340 2nd Ave, Atl Bch.rup Calc = MJ8 Front Door faces: N
Job:Manual S Compliance Report 6/6/2021Date:
2nd Floor M. EllisBy:
Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone: 904-268-3670 Fax: 904-268-3670 Email: eds.jax@gmail.com
Project Information
Wade ResidenceFor:
340 2nd Ave, Atlantic Beach, FL
Cooling Equipment
Design Conditions
°F74.0Entering coil DB:Btuh19906Sensible gain:°F94.4Outdoor design DB:
°F61.7Entering coil WB:Btuh3077Latent gain:°F77.4Outdoor design WB:
Btuh22983Total gain:°F74.0Indoor design DB:
cfm940Estimated airflow:%50Indoor RH:
Manufacturer's Performance Data at Actual Design Conditions
Split ASHPEquipment type:
4TWR5030H1+TAM9A0B30V31Model:TraneManufacturer:
cfm940Actual airflow:
% of load101Btuh20100Sensible capacity:
% of load201Btuh6200Latent capacity:
%76SHR:% of load114Btuh26300Total capacity:
Heating Equipment
Design Conditions
°F68.0Entering coil DB:Btuh15281Heat loss:°F38.1Outdoor design DB:
°F68.0Indoor design DB:
Manufacturer's Performance Data at Actual Design Conditions
Split ASHPEquipment type:
4TWR5030H1+TAM9A0B30V31Model:TraneManufacturer:
cfm940Actual airflow:
°F23Capacity balance:% of load164Btuh25000Output capacity:
°F-99Economic balance:Btuh0Supplemental heat required:
Elec stripBackup equipment type:
Model:Manufacturer:
cfm940Actual airflow:
°F50Temp. rise:% of load100kW4.5Output capacity:
Meets all requirements of ACCA Manual S.
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2021-Jun-20 20:24:35Right-Suite® Universal 2019 19.0.17 RSU17457 Page 1...nual J\Wade Residence, 340 2nd Ave, Atl Bch.rup Calc = MJ8 Front Door faces: N
Job:Project Summary 6/6/2021Date:
1st Floor M. EllisBy:
Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone: 904-268-3670 Fax: 904-268-3670 Email: eds.jax@gmail.com
Project Information
Wade ResidenceFor:340 2nd Ave, Atlantic Beach, FL
Notes:
Design Information
Mayport Ns, FL, USWeather:
Winter Design Conditions Summer Design Conditions
Outside db °F38 Outside db °F94Inside db °F68 Inside db °F74Design TD °F30 Design TD °F20Daily range LRelative humidity %50Moisture difference gr/lb52
Heating Summary Sensible Cooling Equipment Load Sizing
Structure Btuh23475 Structure Btuh20044DuctsBtuh0DuctsBtuh0Central vent (0 cfm)Btuh0 Central vent (0 cfm)Btuh0(none)(none)Humidification Btuh0 Blower Btuh0PipingBtuh0Equipment load Btuh23475 Use manufacturer's data yRate/swing multiplier 1.00
Infiltration Equipment sensible load Btuh20044
Method Latent Cooling Equipment Load SizingSimplifiedConstruction quality Average0Fireplaces Structure Btuh3371DuctsBtuh0Central vent (0 cfm)Btuh0
CoolingHeating (none)21622162Area (ft²)Equipment latent load Btuh33712183621836Volume (ft³)Air changes/hour 0.140.27 Equipment Total Load (Sen+Lat)Btuh23415Equiv. AVF (cfm)5398 Req. total capacity at 0.72 SHR ton2.3
Heating Equipment Summary Cooling Equipment Summary
Make Trane Make TraneTradeTRANETradeTRANEModel4TWR5030H1Cond4TWR5030H1AHRI ref 201796603 Coil TAM9A0B30V31AHRI ref 201796603Efficiency9.5 HSPF Efficiency 12.5 EER,15.25 SEERHeating input Sensible cooling Btuh18410Heating output Btuh @ 47°F25000 Latent cooling Btuh7890Temperature rise °F24 Total cooling Btuh26300Actual air flow cfm940 Actual air flow cfm940Air flow factor cfm/Btuh0.040 Air flow factor cfm/Btuh0.047Static pressure in H2O0 Static pressure in H2O0Space thermostat Load sensible heat ratio 0.86Capacity balance point = 36 °F
Backup:Input = 10 kW, Output = 35827 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2021-Jun-20 20:24:35Right-Suite® Universal 2019 19.0.17 RSU17457 Page 2...nual J\Wade Residence, 340 2nd Ave, Atl Bch.rup Calc = MJ8 Front Door faces: N
Job:Project Summary 6/6/2021Date:
2nd Floor M. EllisBy:
Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone: 904-268-3670 Fax: 904-268-3670 Email: eds.jax@gmail.com
Project Information
Wade ResidenceFor:340 2nd Ave, Atlantic Beach, FL
Notes:
Design Information
Mayport Ns, FL, USWeather:
Winter Design Conditions Summer Design Conditions
Outside db °F38 Outside db °F94Inside db °F68 Inside db °F74Design TD °F30 Design TD °F20Daily range LRelative humidity %50Moisture difference gr/lb52
Heating Summary Sensible Cooling Equipment Load Sizing
Structure Btuh15281 Structure Btuh19906DuctsBtuh0DuctsBtuh0Central vent (0 cfm)Btuh0 Central vent (0 cfm)Btuh0(none)(none)Humidification Btuh0 Blower Btuh0PipingBtuh0Equipment load Btuh15281 Use manufacturer's data yRate/swing multiplier 1.00
Infiltration Equipment sensible load Btuh19906
Method Latent Cooling Equipment Load SizingSimplifiedConstruction quality Average0Fireplaces Structure Btuh3077DuctsBtuh0Central vent (0 cfm)Btuh0
CoolingHeating (none)17821782Area (ft²)Equipment latent load Btuh30771799817998Volume (ft³)Air changes/hour 0.160.29 Equipment Total Load (Sen+Lat)Btuh22983Equiv. AVF (cfm)4788 Req. total capacity at 0.70 SHR ton2.4
Heating Equipment Summary Cooling Equipment Summary
Make Trane Make TraneTradeTRANETradeTRANEModel4TWR5030H1Cond4TWR5030H1AHRI ref 201796603 Coil TAM9A0B30V31AHRI ref 201796603Efficiency9.5 HSPF Efficiency 12.5 EER,15.25 SEERHeating input Sensible cooling Btuh18410Heating output Btuh @ 47°F25000 Latent cooling Btuh7890Temperature rise °F24 Total cooling Btuh26300Actual air flow cfm940 Actual air flow cfm940Air flow factor cfm/Btuh0.062 Air flow factor cfm/Btuh0.047Static pressure in H2O0 Static pressure in H2O0Space thermostat Load sensible heat ratio 0.87Capacity balance point = 23 °F
Backup:Input = 4 kW, Output = 15281 Btuh, 100 AFUE
Job #:
Performed for:
W ade Residence
340 2nd Ave
Atlantic Beach, FL
Exclusively for the use of:
Environmental Air Conditioning
Scale: 1 : 91
Page 1
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19.0.17 RSU17457
2021-Jun-20 20:26:22
...idence, 340 2nd Ave, Atl Bch.rup
N
1st Floor
Library
His Study Kitchen
Mud Room
Laundry
Dining
Pantry Pool Bath
Great RoomFoyer
Powder
Owner BedOwner Bath
His WIC
Her WIC
103 cfm
85 cfm
68 cfm
69 cfm
30 cfm
89 cfm
41 cfm
63 cfm
47 cfm
59 cfm
23 cfm
82 cfm
23 cfm
76 cfm
380 cfm
317 cfm
82 cfm
311 cfm
Sup Riser
18 "
7 "
15 "
6 "
7 "
11 "
12 "
12 "
7 "
5 "
7 "
5 "
6 "
7 "
7 "6 "
4 "
18 "
7 "
18 "
4 "
12 "
7 "
67 cfm 7 "
Job #:
Performed for:
W ade Residence
340 2nd Ave
Atlantic Beach, FL
Exclusively for the use of:
Environmental Air Conditioning
Scale: 1 : 91
Page 2
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19.0.17 RSU17457
2021-Jun-20 20:26:22
...idence, 340 2nd Ave, Atl Bch.rup
N
2nd Floor
Game Room Sewing
Media Room
WIC 4
Bed 4
Bath 4
Bed 3
Bath 3
WIC 3
Bed 2
WIC 2
Bath 2
Laundry 2
Hall 2
104 cfm
7 cfm
25 cfm
105 cfm
175 cfm
76 cfm
102 cfm
9 cfm
105 cfm
301 cfm
76 cfm
21 cfm
101 cfm
18 cfm
56 cfm
283 cfm
150 cfm
30 cfm
21 cfm
173 cfm
Sup Riser
18 "
4 "
7 "12 "
7 "
10 "
8 "
6 "
7 "
4 "
4 "
7 "
6 "
4 "
8 "
13 "
5 "
6 "
4 "
9 "
12 "4 "
7 "
13 "
10 "
92 cfm7 "
Bold/italic values have been manually overridden
2021-Jun-20 20:26:01
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...nual D\Wade Residence, 340 2nd Ave, Atl Bch.rup Calc = MJ8 Front Door faces: N
Job:Duct System Summary Date:
1st Floor By:
Exclusively for the use of:, Environmental Air Conditioning
Project Information
Wade ResidenceFor:
340 2nd Ave, Atlantic Beach, FL
CoolingHeating
External static pressure in H2O0.20in H2O0.20
Pressure losses in H2O0in H2O0
Available static pressure in H2O0.20in H2O0.20
Supply / return available pressure 0.148 / 0.052 in H2O in H2O0.148 / 0.052
Lowest friction rate in/100ft0.032in/100ft0.032
Actual air flow cfm1000cfm1000
Total effective length (TEL)ft629
Supply Branch Detail Table
Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv
Name (Btuh)(cfm)(cfm)FR (in)(in)Matl Ln (ft)Ln (ft)Trunk
st6255.029.0ShMt0x07.00.0521011033746hDining-A
st5340.046.0ShMt0x07.00.03889873367cFoyer
st5340.030.0ShMt0x07.00.04063692519hGreat Room
115.07.0ShMt0x04.00.12196352cHall 2
st5395.057.0ShMt0x07.00.03362632289hHer WIC
st5270.031.0ShMt0x07.00.04976742884cHis Study
st5395.049.0ShMt0x05.00.03328301074hHis WIC
st5270.015.0ShMt0x05.00.05236411490hKitchen
st6310.029.0ShMt0x07.00.04485843209cLaundry
st6255.041.0ShMt0x06.00.05068672555cLibrary
st6310.020.0ShMt0x04.00.0452323861cMud Room
st5385.044.0ShMt0x06.00.03459552215cOwner Bath
st5385.053.0ShMt0x07.00.03482803115cOwner Bed
st5385.060.0ShMt0x07.00.03382803115cOwner Bed-A
st6300.034.0ShMt0x04.00.0442323884cPantry
st6300.040.0ShMt0x06.00.04347471790cPool Bath
st5405.059.0ShMt0x07.00.03266672425hPowder
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk
st1 Peak AVF 994 991 0.032 562 18.0 0x0 ShtMetl
st5 Peak AVF 647 644 0.032 527 15.0 0x0 ShtMetl st1
st6 Peak AVF 347 347 0.043 526 11.0 0x0 ShtMetl st1
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...nual D\Wade Residence, 340 2nd Ave, Atl Bch.rup Calc = MJ8 Front Door faces: N
Return Branch Detail Table
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in)(cfm)(cfm)(ft)FR (fpm)(in)(in)Opening (in)Matl Trunk
rb2 0 x 3100 317 151.0 0.035 404 12.0 x0 0 ShMt rt1
rb7 0 x 3790 380 108.0 0.049 484 12.0 x0 0 ShMt rt1
rb8 0 x 3110 303 165.0 0.032 396 12.0 x0 0 ShMt rt1
Return Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk
rt1 Peak AVF 1000 1000 0.032 566 18.0 0x0 ShtMetl
Bold/italic values have been manually overridden
2021-Jun-20 20:26:01
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...nual D\Wade Residence, 340 2nd Ave, Atl Bch.rup Calc = MJ8 Front Door faces: N
Job:Duct System Summary Date:
2nd Floor By:
Exclusively for the use of:, Environmental Air Conditioning
Project Information
Wade ResidenceFor:
340 2nd Ave, Atlantic Beach, FL
CoolingHeating
External static pressure in H2O0.20in H2O0.20
Pressure losses in H2O0in H2O0
Available static pressure in H2O0.20in H2O0.20
Supply / return available pressure 0.107 / 0.093 in H2O in H2O0.107 / 0.093
Lowest friction rate in/100ft0.053in/100ft0.053
Actual air flow cfm1000cfm1000
Total effective length (TEL)ft376
Supply Branch Detail Table
Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv
Name (Btuh)(cfm)(cfm)FR (in)(in)Matl Ln (ft)Ln (ft)Trunk
st3140.036.2ShMt0x06.00.06156562067cBath 2
st3175.021.2ShMt0x04.00.05575264cBath 3
st3175.027.2ShMt0x04.00.0532524924cBath 4
st3140.048.2ShMt0x09.00.0571721756047hBed 2
st3165.034.2ShMt0x07.00.0541011023498hBed 3
st4130.022.3ShMt0x07.00.0711041023855cBed 4
st4130.043.3ShMt0x07.00.0621021053608hGame Room
st4130.031.3ShMt0x07.00.0671021053608hGame Room-B
st3150.031.2ShMt0x04.00.0592121773cLaundry 2
st3130.013.2ShMt0x06.00.07576722831cMedia Room
st4150.013.3ShMt0x06.00.06676722831cMedia Room-A
st4130.023.3ShMt0x07.00.07090923166hSewing
st3150.046.2ShMt0x04.00.0551818676cWIC 2
st3160.029.2ShMt0x05.00.05730301043hWIC 3
st4140.017.3ShMt0x04.00.0682121773cWIC 4
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk
st3 Peak AVF 503 505 0.053 548 13.0 0x0 ShtMetl
st4 Peak AVF 497 495 0.062 632 12.0 0x0 ShtMetl
2021-Jun-20 20:26:01
Right-Suite® Universal 2019 19.0.17 RSU17457 Page 4
...nual D\Wade Residence, 340 2nd Ave, Atl Bch.rup Calc = MJ8 Front Door faces: N
Return Branch Detail Table
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in)(cfm)(cfm)(ft)FR (fpm)(in)(in)Opening (in)Matl Trunk
rb1 0 x 1660 173 121.6 0.076 495 8.0 x0 0 ShMt rt3
rb3 0 x 3010 294 140.6 0.066 552 10.0 x0 0 ShMt rt3
rb4 0 x 1010 101 154.3 0.060 378 7.0 x0 0 ShMt rt2
rb5 0 x 2830 283 128.3 0.072 518 10.0 x0 0 ShMt rt2
rb6 0 x 1500 149 174.3 0.053 429 8.0 x0 0 ShMt rt2
Return Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk
rt2 Peak AVF 533 533 0.053 578 13.0 0x0 ShtMetl
rt3 Peak AVF 467 467 0.066 595 12.0 0x0 ShtMetl
33'6 1/2"
1'9 1/4"17'4 1/4"14'5"
1 SP 2 SPD 3 SP
3 1/2"
1'8"
12
3654
Client:Signature Homes
Project:Wade residence
Address:
Date:10/11/2021
Input by:Donald Behm
Job Name:J210736
Project #:J210736
Level: LevelBM1 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED
Version 21.40.338 Powered by iStruct¥Dataset: 21070201.142
Member Information
Type:Girder
Plies:2
Moisture Condition: Dry
Deflection LL: 480
Deflection TL: 360
Importance: Normal - II
Temperature: Temp <= 100°F
Application: Floor
Design Method: ASD
Building Code: FBC 2020 (7th Edition)
Load Sharing: No
Deck: Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 730 3366 0 0 1998
2 Vertical 1691 7012 0 0 3989
3 Vertical 384 1032 0 0 328
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Neg Moment -17843 ft-lb 19'1 1/2" 65289 ft-lb 0.273 (27%) D+0.75(L+C) Uniform
Unbraced -17843 ft-lb 19'1 1/2" 17886 ft-lb 0.998
(100%)
D+0.75(L+C) Uniform
Pos Moment 14478 ft-lb 9'1" 65289 ft-lb 0.222 (22%) D+C _L_
Unbraced 14478 ft-lb 9'1" 14481 ft-lb 1.000
(100%)
D+C _L_
Shear 5543 lb 17'2 3/4" 18667 lb 0.297 (30%) D+0.75(L+C) Uniform
LL Defl inch 0.076 (L/2696) 10'1 5/8" 0.428 (L/480) 0.178 (18%) C _L_
TL Defl inch 0.181 (L/1138) 9'11 9/16" 0.571 (L/360) 0.316 (32%) D+C _L_
LL Cant -0.023
(2L/1844)
Lt Cant 0.200
(2L/480)
0.115 (12%) C _L_
TL Cant -0.053
(2L/795)
Lt Cant 0.300
(2L/360)
0.178 (18%) D+C _L_
Bearings
Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SP
5.500" Vert 50% 3332 / 2091 5423 LL_ D+C
2 - SPD
5.500" Vert 90% 7086 / 4304 11390 Uniform D+0.75(L+C)
3 - SP
5.500" Vert 15% 991 / 621 1613 L_L D+C
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c. Maximum end
distance not to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be laterally braced at a maximum of 10'4 7/8" o.c.
7 Bottom must be laterally braced at a maximum of 8'4 11/16" o.c.
8 Lateral slenderness ratio based on single ply width.
This design is valid until 5/24/2024
Metsä Wood
301 Merritt 7 Building, 2nd Floor
Norwalk, CT 06851
(800) 622-5850
www.metsawood.com/us
Manufacturer Info Manning Building Supplies
11155 Philips Pkwy Dr E, FL
32256
(904)268-8225
Notes
Calculated Structured Designs is responsible only of the
structural adequacy of this component based on the
design criteria and loadings shown. It is the
responsibility of the customer and/or the contractor to
ensure the component suitability of the intended
application, and to verify the dimensions and loads.
Lumber
1.
2.
Dry service conditions, unless noted otherwise
LVL not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.
2.
3.
4.
5.
LVL beams must not be cut or drilled
Refer to manufacturer's product information
regarding installation requirements, multi-ply
fastening details, beam strength values, and code
approvals
Damaged Beams must not be used
Design assumes top edge is laterally restrained
Provide lateral support at bearing points to avoid
lateral displacement and rotation
6. For flat roofs provide proper drainage to prevent
ponding
Page 1 of 6
33'6 1/2"
1'9 1/4"17'4 1/4"14'5"
1 SP 2 SPD 3 SP
3 1/2"
1'8"
12
3654
Client:Signature Homes
Project:Wade residence
Address:
Date:10/11/2021
Input by:Donald Behm
Job Name:J210736
Project #:J210736
Level: LevelBM1 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED
Version 21.40.338 Powered by iStruct¥Dataset: 21070201.142
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-7-3 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF TRIB
2 Part. Uniform 0-0-0 to 31-11-0 Top 140 PLF 0 PLF 0 PLF 0 PLF 0 PLF 10' WALL
3 Tie-In Far 0-0-0 to 31-11-0 3-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF JACKS
3 Tie-In Near 0-0-0 to 31-11-0 0-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF JACKS
4 Tie-In Far 0-0-0 to 27-6-0 0-6-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF FT01,02,D11
4 Tie-In Near 0-0-0 to 27-6-0 7-6-0 Near Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF FT01,02,D11
5 Part. Uniform 4-6-8 to 12-9-8 Near Face 15 PLF 40 PLF 0 PLF 0 PLF 0 PLFBUMP OUT
6 Part. Uniform 19-1-8 to 27-4-8 Near Face 15 PLF 40 PLF 0 PLF 0 PLF 0 PLF BUMP OUT
Self Weight 16 PLF
This design is valid until 5/24/2024
Metsä Wood
301 Merritt 7 Building, 2nd Floor
Norwalk, CT 06851
(800) 622-5850
www.metsawood.com/us
Manufacturer Info Manning Building Supplies
11155 Philips Pkwy Dr E, FL
32256
(904)268-8225
Notes
Calculated Structured Designs is responsible only of the
structural adequacy of this component based on the
design criteria and loadings shown. It is the
responsibility of the customer and/or the contractor to
ensure the component suitability of the intended
application, and to verify the dimensions and loads.
Lumber
1.
2.
Dry service conditions, unless noted otherwise
LVL not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.
2.
3.
4.
5.
LVL beams must not be cut or drilled
Refer to manufacturer's product information
regarding installation requirements, multi-ply
fastening details, beam strength values, and code
approvals
Damaged Beams must not be used
Design assumes top edge is laterally restrained
Provide lateral support at bearing points to avoid
lateral displacement and rotation
6. For flat roofs provide proper drainage to prevent
ponding
Page 2 of 6
33'6 1/2"
1'9 1/4"17'4 1/4"14'5"
1 SP 2 SPD 3 SP
3 1/2"
1'8"
Client:Signature Homes
Project:Wade residence
Address:
Date:10/11/2021
Input by:Donald Behm
Job Name:J210736
Project #:J210736
Level: LevelBM1 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED
Version 21.40.338 Powered by iStruct¥Dataset: 21070201.142
Multi-Ply Analysis
Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Maximum end distance not to exceed 6".
Capacity 52.9 %
Load 146.3 PLF
Yield Limit per Foot 276.2 PLF
Yield Limit per Fastener 92.1 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination D+C
Duration Factor 1.25
This design is valid until 5/24/2024
Metsä Wood
301 Merritt 7 Building, 2nd Floor
Norwalk, CT 06851
(800) 622-5850
www.metsawood.com/us
Manufacturer Info Manning Building Supplies
11155 Philips Pkwy Dr E, FL
32256
(904)268-8225
Notes
Calculated Structured Designs is responsible only of the
structural adequacy of this component based on the
design criteria and loadings shown. It is the
responsibility of the customer and/or the contractor to
ensure the component suitability of the intended
application, and to verify the dimensions and loads.
Lumber
1.
2.
Dry service conditions, unless noted otherwise
LVL not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.
2.
3.
4.
5.
LVL beams must not be cut or drilled
Refer to manufacturer's product information
regarding installation requirements, multi-ply
fastening details, beam strength values, and code
approvals
Damaged Beams must not be used
Design assumes top edge is laterally restrained
Provide lateral support at bearing points to avoid
lateral displacement and rotation
6. For flat roofs provide proper drainage to prevent
ponding
Page 3 of 6
14'7 1/2"
14'7 1/2"
1 SP 2 SPF End Grain
3 1/2"
1'8"
12
3 4 5
Client:Signature Homes
Project:Wade residence
Address:
Date:10/11/2021
Input by:Donald Behm
Job Name:J210736
Project #:J210736
Level: LevelBM2 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED
Version 21.40.338 Powered by iStruct¥Dataset: 21070201.142
Member Information
Type:Girder
Plies:2
Moisture Condition: Dry
Deflection LL: 480
Deflection TL: 360
Importance: Normal - II
Temperature: Temp <= 100°F
Application: Floor
Design Method: ASD
Building Code: FBC 2020 (7th Edition)
Load Sharing: No
Deck: Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 856 2560 0 0 1293
2 Vertical 8691 6085 0 0 2199
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 13384 ft-lb 8'7 1/16" 52232 ft-lb 0.256 (26%) D+L L
Unbraced 16073 ft-lb 8'5 1/2" 16111 ft-lb 0.998
(100%)
D+0.75(L+C) Uniform
Shear 5367 lb 12'6" 14933 lb 0.359 (36%) D+L L
LL Defl inch 0.062 (L/2671) 7'10 1/4" 0.346 (L/480) 0.180 (18%) 0.75(L+C) Uniform
TL Defl inch 0.148 (L/1121) 7'8 5/16" 0.462 (L/360) 0.321 (32%) D+0.75(L+C) Uniform
Bearings
Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SP
5.500" Vert 38% 2560 / 1612 4171 Uniform D+0.75(L+C)
2 - SPF
End
Grain
5.500" Vert 91% 6085 / 8691 14776 L D+L
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c. Maximum end
distance not to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be laterally braced at a maximum of 9'4" o.c.
7 Bottom must be laterally braced at end bearings.
8 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 2-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF TRIB
2 Uniform Top 140 PLF 0 PLF 0 PLF 0 PLF 0 PLF 10' WALL
3 Uniform Top 132 PLF 0 PLF 0 PLF 0 PLF 154 PLF C01 ABOVE
4 Point 12-4-8 Top 1057 lb 0 lb 0 lb 0 lb 1240 lb D01
Continued on page 2...
This design is valid until 5/24/2024
Metsä Wood
301 Merritt 7 Building, 2nd Floor
Norwalk, CT 06851
(800) 622-5850
www.metsawood.com/us
Manufacturer Info Manning Building Supplies
11155 Philips Pkwy Dr E, FL
32256
(904)268-8225
Notes
Calculated Structured Designs is responsible only of the
structural adequacy of this component based on the
design criteria and loadings shown. It is the
responsibility of the customer and/or the contractor to
ensure the component suitability of the intended
application, and to verify the dimensions and loads.
Lumber
1.
2.
Dry service conditions, unless noted otherwise
LVL not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.
2.
3.
4.
5.
LVL beams must not be cut or drilled
Refer to manufacturer's product information
regarding installation requirements, multi-ply
fastening details, beam strength values, and code
approvals
Damaged Beams must not be used
Design assumes top edge is laterally restrained
Provide lateral support at bearing points to avoid
lateral displacement and rotation
6. For flat roofs provide proper drainage to prevent
ponding
Page 4 of 6
14'7 1/2"
14'7 1/2"
1 SP 2 SPF End Grain
3 1/2"
1'8"
12
3 4 5
Client:Signature Homes
Project:Wade residence
Address:
Date:10/11/2021
Input by:Donald Behm
Job Name:J210736
Project #:J210736
Level: LevelBM2 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED
Version 21.40.338 Powered by iStruct¥Dataset: 21070201.142
...Continued from page 1
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
Bearing Length 0-3-8
5 Point 13-9-8 Top 2943 lb 8377 lb 0 lb 0 lb 0 lb
Bearing Length 0-3-14
Self Weight 16 PLF
This design is valid until 5/24/2024
Metsä Wood
301 Merritt 7 Building, 2nd Floor
Norwalk, CT 06851
(800) 622-5850
www.metsawood.com/us
Manufacturer Info Manning Building Supplies
11155 Philips Pkwy Dr E, FL
32256
(904)268-8225
Notes
Calculated Structured Designs is responsible only of the
structural adequacy of this component based on the
design criteria and loadings shown. It is the
responsibility of the customer and/or the contractor to
ensure the component suitability of the intended
application, and to verify the dimensions and loads.
Lumber
1.
2.
Dry service conditions, unless noted otherwise
LVL not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.
2.
3.
4.
5.
LVL beams must not be cut or drilled
Refer to manufacturer's product information
regarding installation requirements, multi-ply
fastening details, beam strength values, and code
approvals
Damaged Beams must not be used
Design assumes top edge is laterally restrained
Provide lateral support at bearing points to avoid
lateral displacement and rotation
6. For flat roofs provide proper drainage to prevent
ponding
Page 5 of 6
14'7 1/2"
14'7 1/2"
1 SP 2 SPF End Grain
3 1/2"
1'8"
Client:Signature Homes
Project:Wade residence
Address:
Date:10/11/2021
Input by:Donald Behm
Job Name:J210736
Project #:J210736
Level: LevelBM2 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED
Version 21.40.338 Powered by iStruct¥Dataset: 21070201.142
Multi-Ply Analysis
Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Maximum end distance not to exceed 6".
Capacity 24.9 %
Load 55.0 PLF
Yield Limit per Foot 221.0 PLF
Yield Limit per Fastener 73.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination D+L
Duration Factor 1.00
This design is valid until 5/24/2024
Metsä Wood
301 Merritt 7 Building, 2nd Floor
Norwalk, CT 06851
(800) 622-5850
www.metsawood.com/us
Manufacturer Info Manning Building Supplies
11155 Philips Pkwy Dr E, FL
32256
(904)268-8225
Notes
Calculated Structured Designs is responsible only of the
structural adequacy of this component based on the
design criteria and loadings shown. It is the
responsibility of the customer and/or the contractor to
ensure the component suitability of the intended
application, and to verify the dimensions and loads.
Lumber
1.
2.
Dry service conditions, unless noted otherwise
LVL not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.
2.
3.
4.
5.
LVL beams must not be cut or drilled
Refer to manufacturer's product information
regarding installation requirements, multi-ply
fastening details, beam strength values, and code
approvals
Damaged Beams must not be used
Design assumes top edge is laterally restrained
Provide lateral support at bearing points to avoid
lateral displacement and rotation
6. For flat roofs provide proper drainage to prevent
ponding
Page 6 of 6
BEAMSID Span ProductQtyBM1 34' 1.75 X 20 LVL 2.0E 2BM2 16' 1.75 X 20 LVL 2.0E 2HANGERSHGUS212-4 1HHUS46 29HTU26 38THA426 5HGUS212-424" O.C.OUT TO OUT24" O.C.24" O.C.24" O.C.24" O.C.19.2" O.C.24" O.C.FIELD FRAMING INTOTHESE WALLS NOOTHER TRUSSES ORBEAMS LOADED FOR IT.FG04 CANTILEVERSNO HANGERS HEREFIELD FRAME ALL OPEN AREAS &OVERHANGS WHERE NEEDED. NON-SYMMETRICAL TRUSSES DO NOT INSTALLBACKWARDS.PORCH BEAMS BY OTHERS.BM1BM2F13F14F12F15F12F15F12F15F12F15F12F15F12F15F12F15F12F15F10F08FG01F16F16F16F04F04F04F04F04F04F03FG04F09FG03FG03F19F11F11F21F20F20F10F10F10F05F06F07F07FG02F01F01F01F01F01F01F01F01F02F02F02F17F17F17F17F17F17F18F18F17F18F22SF1SF2G03G02J11J12J11J12J13J13J14J14J13J13J14J14G01G02J15J16J17J18J18J19J14J18J18J19J14J20FT04FT04FT06FT05FT04FT04FT04FT04FT04FT04FT04FT03D11FT01FT02FT02FT02FT02FT01FT01FT02FT02FT02FT02D12D11D11D11D07D06D05D04D03D02D02D02D02J21J22J22J23J24D01D11GD08D08D08D08D08D08D09D09D10D13D13D13D14D15D15D13D13D13D14D15D15D16D16HHUS46THA426HHUS46THA426HHUS46THA426HHUS46HHUS46THA426THA426HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HHUS46HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU2614-00-005-11-0819-01-005-11-0814-00-0059-00-003-10-00 8-04-0029-04-0812-10-004-07-0859-00-0064-06-002-00-009-00-0075-06-0052-05-0811-07-00 11-05-0875-06-001-10-0331-07-001-04-001-04-0010-041-10-0419-07-006-01-002-00-002-00-001-10-002-00-001-04-002-00-0031-10-0815-00-005-10-057-00-156-001-01-111-07-031-07-031-07-031-07-031-07-031-07-031-04-141-07-141-07-0316-01-002-00-001-09-031-05-031-07-031-07-031-07-031-10-141-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-032-07-084-00-001-06-001-06-004-00-004-06-001-04-001-00-001-00-002-00-001-07-1311-06-004-07-088-03-082-00-0010-002-00-001-00-001-00-001-08-081-08-0012-04-081-02-0015-00-001-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-032-00-002-00-001-05-08LOADING CRITERIATypeRoof FloorTop Chord Live Load 20 40,60Top Chord Dead Load 7 10,20Bottom Chord Live Load 0 0Bottom Chord Dead Load 10 5Total Load 37 55,85Duration Factor 1.25 1.00Building Code FBC 2020/TPI2014Wind Standard ASCE716Wind Speed 130 mphWind Usage RES CAT IIBuilding ExposureBuilding Type EnclosedManning BuildingSupplies, Inc.11155 Philips Parkway Dr EJacksonville,FL32256Phone: (904)268-8225Fax: (904)260-2981WWW.MBS-CORP.COMJAXTRUSS@MBS-CORP.COMJob# J210736Customer:Signature Homes & Development,IncProject: Wade ResidenceLot/Sub: Wade ResidenceAddress 340 2nd. AvenueCity,State: Atlantic Beach, FLScale: N.T.S. Date: 10/11/2021Designer:Donald BehmWall Height LegendEngineer of Record:Luis A. Pontigo - FL PE# 533114745 Sutton Park Court #204Jacksonville, FL 32224This is a Truss Placement Plan OnlyTrusses have been designed based on thedrawings provided to MBS by the Builder.Please refer to the truss engineering for anyinformation not listed on this pagePlease refer to the BCSI - Summary Sheetsfor proper bracing of trusses during erectionFLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197..ROSEBURG-BLUELINX OnCENTER LVL 2440.2 ..EACOM-BLUELINX OnCENTER BLI I-JOIST 15432.1..BLUELINX OnCENTER RIMBOARD 6527.5= THE TRIANGLE AS SHOWN ON THIS DETAIL REPRESENTS THE LEFT END OF THE TRUSS ONTHE TRUSS ENGINEERING18"12VARYVARY3-1/2"5-1/2"BRG.Unless notedotherwise.Approved truss anchor by builder. 2x4minimum top and bottom chords.Square cut overhangs.3 1/2"123,7,9,16Typical Truss Ends=N/A= 21'-11-0"=N/A=N/A=N/A= 10'-1-1/8"3-1/2"5-1/2"BRG.FLOOR TRUSS3 1/2"RibbonNotchApproved truss anchor by builder.20"Typical Truss Ends
HANGERSHTU26 2224" O.C.24" O.C.24" O.C.24" O.C.24" O.C.24" O.C.FIELD FRAME ALL OPEN AREAS &OVERHANGS WHERE NEEDED. NON-SYMMETRICAL TRUSSES DO NOT INSTALLBACKWARDS.BALLOON FRAMEBALLOON FRAMEBALLOON FRAMEBALLOON FRAMEA05A04A03J01J01J02J03J04J07J08J02J03J04J07J08J05J05J06J06J05J05J05J06J06J05A02A01B03C05C06C06C06C06C06C06C06C02C03C03C03C03C03C03C03B01B01B01B01B01B02B02B02B02B02B01B01B01B01B01C01C02C02C02C02C03C03C03C03C03C03C03C03C03C03C03C04C04J09J09J09J09J09J09J10J10HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU261-04-002-00-001-04-002-00-002-00-002-00-001-04-002-00-0014-00-0031-00-0014-00-0059-00-0013-06-084-06-088-03-006-04-008-03-004-06-0813-06-0859-00-0031-10-0812-01-085-06-002-00-0051-06-0031-10-08 12-01-08 5-06-002-00-002-00-002-00-001-09-081-06-001-09-081-06-006-00-0019-08-1413-10-081-06-00LOADING CRITERIATypeRoof FloorTop Chord Live Load 20 40,60Top Chord Dead Load 7 10,20Bottom Chord Live Load 0 0Bottom Chord Dead Load 10 5Total Load 37 55,85Duration Factor 1.25 1.00Building Code FBC 2020/TPI2014Wind Standard ASCE716Wind Speed 130 mphWind Usage RES CAT IIBuilding ExposureBuilding Type EnclosedManning BuildingSupplies, Inc.11155 Philips Parkway Dr EJacksonville,FL32256Phone: (904)268-8225Fax: (904)260-2981WWW.MBS-CORP.COMJAXTRUSS@MBS-CORP.COMJob# J210736Customer:Signature Homes & Development,IncProject: Wade ResidenceLot/Sub: Wade ResidenceAddress 340 2nd. AvenueCity,State: Atlantic Beach, FLScale: N.T.S. Date: 10/11/2021Designer:Donald BehmWall Height LegendEngineer of Record:Luis A. Pontigo - FL PE# 533114745 Sutton Park Court #204Jacksonville, FL 32224This is a Truss Placement Plan OnlyTrusses have been designed based on thedrawings provided to MBS by the Builder.Please refer to the truss engineering for anyinformation not listed on this pagePlease refer to the BCSI - Summary Sheetsfor proper bracing of trusses during erectionFLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197..ROSEBURG-BLUELINX OnCENTER LVL 2440.2 ..EACOM-BLUELINX OnCENTER BLI I-JOIST 15432.1..BLUELINX OnCENTER RIMBOARD 6527.5= THE TRIANGLE AS SHOWN ON THIS DETAIL REPRESENTS THE LEFT END OF THE TRUSS ONTHE TRUSS ENGINEERING18"12VARYVARY3-1/2"5-1/2"BRG.Unless notedotherwise.Approved truss anchor by builder. 2x4minimum top and bottom chords.Square cut overhangs.3 1/2"123,7,9,16Typical Truss Ends=N/A= 21'-11-0"=N/A=N/A=N/A= 10'-1-1/8"3-1/2"5-1/2"BRG.FLOOR TRUSS3 1/2"RibbonNotchApproved truss anchor by builder.20"Typical Truss Ends
Builder:Job Info:
Signature Homes &
Development, Inc
Job: J210736-R
File #
Sales: Jerry Rowell
Design: Donald Behm
Page: 1 of 5
Job:Report Date:
Manning Building Supplies Rep. Date: 10/12/2021Wade Residence
340 2nd. Avenue
Atlantic Beach FL 32233 11155 Phillips Parkway Dr. E
Jacksonville, FL 32256
(904) 268-8225 * (904) 260-2981
Cover Sheet
Floor Trusses
QTY CANTILEVER STUB
PLY LABEL DIAGRAM DEPTH SPAN LEFT RIGHT LEFT RIGHT
8 F01 20"29-03-08 ----
3 F02 20"12-02-00 ----
1 F03 20"26-03-08 ----
6 F04 20"26-03-08 ----
1 F05 20"12-00-00 ----
1 F06 20"19-04-06 ----
2 F07 20"17-05-00 ----
1 F08 20"17-05-00 ----
1 F09 20"15-11-08 ----
4 F10 20"15-11-08 ----
2 F11 20"12-02-04 ----
8 F12 20"13-11-00 ----
1 F13 20"13-11-00 ----
1 F14 20"13-11-00 ----
8 F15 20"13-11-00 ----
3 F16 20"8-00-00 ----
7 F17 20"5-09-03 ----
3 F18 16"5-09-03 ----
1 F19 20"5-07-00 ----
2 F20 16"5-07-00 ----
10/12/2021 6:22:16 AM Donald Behm - DB3628 1 of 5
Floor Trusses
QTY CANTILEVER STUB
PLY LABEL DIAGRAM DEPTH SPAN LEFT RIGHT LEFT RIGHT
1 F21 20"5-06-00 ----
1 F22 20"1-11-00 ----
1 @
2-ply FG01 20"17-05-00 ----
1 @
2-ply FG02 20"17-07-00 ----
2 @
2-ply FG03 20"15-11-08 ----
1 @
4-ply FG04 20"17-03-09 ----
78 29-03-08
Roof Trusses
QTY (Shipping)Base Span OVERHANG CANTILEVER STUB
PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT
1
2-ply A01 7 /12 9-08-00 31-11-00
2 x 4
2 x 6 ----
1 A02 7 /12 9-07-05 31-11-00 2 x 4 ----
1 A03 7 /12 8-01-05 31-11-00 2 x 4 ----
1 A04 7 /12 6-07-05 31-11-00 2 x 4 ----
1 A05 7 /12 5-01-05 31-11-00
2 x 4
2 x 6 ----
10 B01 9 /12
(11-02-12)
10-01-08 19-08-14 2 x 4 1-06-00 ----
5 B02 9 /12
(11-02-12)
10-01-08 19-08-14 2 x 6 1-06-00 ----
1 B03 9 /12 10-01-08 15-04-08
2 x 4
2 x 6 ----
1 C01 16 /12 8-10-07 14-00-00 2 x 4 ----
5 C02 16 /12 9-04-04 14-00-00 2 x 4 ----
18 C03
16 /12
6 /12 9-04-04 14-00-00 2 x 4 ----
2 C04
16 /12
6 /12 8-10-07 14-00-00 2 x 4 ----
1 C05 16 /12 8-10-07 13-10-08 2 x 4 ----
7 C06 16 /12 9-04-04 14-00-00
13-10-08 2 x 4 ---1-08
1 D01 3 /12 3-05-00 20-07-00
16-02-00
2 x 4
2 x 6 --4-05-00 -
4 D02 3 /12
(3-09-04)
3-05-00 12-04-08 2 x 4 1-06-00 ----
1 D03 3 /12
(3-08-02)
3-03-14 12-04-08 2 x 4 1-06-00 ----
1 D04 3 /12
(3-02-02)
2-09-14 12-04-08 2 x 4 1-06-00 ----
1 D05 3 /12
(2-08-02)
2-03-14 12-04-08 2 x 4 1-06-00 ----
Job # J210736-R Customer: Signature Homes &
Development, Inc
Job: Wade Residence
10/12/2021 6:22:16 AM Donald Behm - DB3628 2 of 5
Roof Trusses
QTY (Shipping)Base Span OVERHANG CANTILEVER STUB
PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT
1 D06 3 /12
(2-02-02)
1-09-14 12-04-08 2 x 4 1-06-00 ----
1 D07 3 /12
(1-08-02)
1-03-14 12-04-08
2 x 4
2 x 6 1-06-00 ----
6 D08 3 /12
(2-06-02)
2-01-14 12-10-01 2 x 4 1-06-00 ----
2 D09 3 /12 2-01-14 12-10-01 2 x 4 ----
1 D10 3 /12 2-01-14 7-09-00 2 x 4 ----
4 D11 3 /12
(4-04-15)
4-00-11 15-00-00 2 x 4 1-06-00 ----
1 D11G 3 /12
(4-04-15)
4-00-11 15-00-00
2 x 4
2 x 6 1-06-00 ----
1 D12 3 /12
(3-10-15)
3-06-11 12-11-05 2 x 4 1-06-00 ----
6 D13 3 /12
(3-04-09)
3-00-05 10-10-07 2 x 4 1-06-00 ----
2 D14 3 /12
(3-04-11)
3-00-07 10-10-07 2 x 4 1-06-00 ----
4 D15 3 /12 3-00-05 10-10-07
6-10-08 2 x 4 1-06-00 --3-11-15 -
2 D16 3 /12
(1-05-14)
1-01-10 4-05-07 2 x 4 1-06-00 ----
3 FT01 3 /12
(3-10-15)
3-06-11 15-00-00 2 x 4 1-06-00 ----
8 FT02 3 /12
(3-10-15)
3-06-11 15-00-00 2 x 4 1-06-00 ----
1 FT03 3 /12
(4-00-09)
3-08-05 16-00-00 2 x 4 1-06-00 ----
9 FT04 3 /12
(4-00-09)
3-08-05 16-00-00 2 x 4 1-06-00 ----
1
2-ply FT05 3 /12
(4-00-09)
3-08-05 16-00-00 2 x 4 1-06-00 ----
1
3-ply FT06 3 /12
(4-00-09)
3-08-05 16-00-00
2 x 4
2 x 6 1-06-00 ----
1 G01 16 /12 8-03-06 12-10-00
2 x 4
2 x 6 ----
2 G02 16 /12 10-03-06 12-10-00 2 x 4 ----
1 G03 16 /12 8-03-06 12-10-00
2 x 4
2 x 6 ----
2 J01 5.53 /12
(5-10-15)
5-00-14 9-08-05 2 x 4 2-05-05 ----
2 J02 9 /12
(2-04-13)
1-06-03 1-02-09
2 x 4
2 x 6 1-06-00 ----
2 J03 9 /12
(3-06-13)
2-08-03 2-09-03 2 x 4 1-06-00 ----
2 J04 9 /12 3-10-03 4-03-14 2 x 4 ----
6 J05 9 /12 5-01-05 6-00-00 2 x 4 ----
4 J06 9 /12
(5-11-14)
5-01-05 6-00-00 2 x 4 1-06-00 ----
Job # J210736-R Customer: Signature Homes &
Development, Inc
Job: Wade Residence
10/12/2021 6:22:16 AM Donald Behm - DB3628 3 of 5
Roof Trusses
QTY (Shipping)Base Span OVERHANG CANTILEVER STUB
PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT
2 J07 7 /12
(2-11-10)
2-01-06 3-00-02 2 x 4 1-06-00 ----
2 J08 7 /12
(4-05-10)
3-07-06 5-07-00 2 x 4 1-06-00 ----
6 J09 3 /12
(1-03-08)
11-04 2-05-08 2 x 4 1-06-00 ----
2 J10 9 /12 7-11-10 4-03-14 2 x 4 ----
2 J11
11.31 /1
2 8-02-11 5-07-02 2 x 4 ----
2 J12
11.31 /1
2 7-11-13 5-07-02
5-04-02 2 x 4 --3-00 -
4 J13 16 /12 8-03-06 4-00-00 2 x 4 ----
6 J14 16 /12 5-07-06 2-00-00 2 x 4 ----
1 J15
11.31 /1
2 7-11-13 5-04-02 2 x 4 ----
1 J16
11.31 /1
2 8-02-11 5-07-02 2 x 4 ----
1 J17
11.31 /1
2 7-11-13 5-04-02 2 x 4 ----
4 J18 16 /12 8-03-06 4-00-00 2 x 4 ----
2 J19 16 /12 5-07-06 2-00-00 2 x 4 ----
1 J20
11.31 /1
2 8-02-11 5-07-02 2 x 4 ----
1 J21 2.12 /12
(1-07-15)
1-03-12 5-07-02 2 x 4 2-01-07 ----
2 J22 3 /12
(1-02-02)
9-14 2-00-00 2 x 4 1-06-00 ----
1 J23 3 /12 1-03-14 4-00-00 2 x 4 ----
1 J24 3 /12 1-03-14 4-00-00
2 x 4
2 x 6 ----
184 9-08-00 31-11-00
Ancillary Items
QTY TYPE SIZE LENGTH LABEL
1 Hanger HGUS212-4 HGUS212-4
29 Hanger HHUS46 HHUS46
63 Hanger HTU26 HTU26
5 Hanger THA426 THA426
1@2-ply Rectangular EWP 1.75 X 20 Kerto-S LVL 2.0E (2) 34-00-00 BM1
1@2-ply Rectangular EWP 1.75 X 20 Kerto-S LVL 2.0E (2) 16-00-00 BM2
Job # J210736-R Customer: Signature Homes &
Development, Inc
Job: Wade Residence
10/12/2021 6:22:16 AM Donald Behm - DB3628 4 of 5
Job # J210736-R Customer: Signature Homes &
Development, Inc
Job: Wade Residence
10/12/2021 6:22:16 AM Donald Behm - DB3628 5 of 5
Lou Pontigo & Associates, Inc.
Consulting Structural Engineers
(904)242-0908 | www.lp-a.com
Engineer’s review is for general conformance with the contract documents and design concept. Markings or comments shall not be construed as relieving the contractor from compliance with the contract documents. The contractor remains solely responsible for
details and accuracy, for confirming and correlating all quantities and dimensions, for selecting fabrication processes, for techniques of assembly and for performing the work in a safe manner.
No exception taken
Make Corrections
Noted
Revise & Resubmit
Rejected – See
remarks
Date:
By: Notes:
4
12/13/2021
LPA
RES21-0371
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SETWade ResidenceLot 15, and West 1/2 of Lot 13, Block 3340 2nd. AvenueAtlantic Beach, Duval County, Florida
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SET
W E
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SET
S NSNWade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SET
SNWade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SET
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SETWALL LEGENDFRAME WALLMIN. DOOR RETURN6" MIN.R302.12 Draftstopping.In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly,draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Draftstoppingshall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances:1. Ceiling is suspended under the floor framing.2. Floor framing is constructed of truss-type open-web or perforated members. R302.12.1 Materials. Draftstopping materials shall not be less than 1/2-inch (12.7 mm) gypsum board, 3/8-inch (9.5 mm) wood structural panels or other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless otherwise approved by the building official. The integrity of the draftstops shall be maintained.DRAFTSTOPPING OPEN WEB FLOOR SYSTEMDRAFTSTOPPING SUSPENDED CEILINGSUBFLOORTRUSSDRAFTSTOP MATERIALDRYWALLSUBFLOORFLOOR JOISTDRAFTSTOP MATERIAL
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SETWALL LEGENDFRAME WALLMIN. DOOR RETURN6" MIN.R302.12 Draftstopping.In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly,draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Draftstoppingshall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances:1. Ceiling is suspended under the floor framing.2. Floor framing is constructed of truss-type open-web or perforated members. R302.12.1 Materials. Draftstopping materials shall not be less than 1/2-inch (12.7 mm) gypsum board, 3/8-inch (9.5 mm) wood structural panels or other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless otherwise approved by the building official. The integrity of the draftstops shall be maintained.DRAFTSTOPPING OPEN WEB FLOOR SYSTEMDRAFTSTOPPING SUSPENDED CEILINGSUBFLOORTRUSSDRAFTSTOP MATERIALDRYWALLSUBFLOORFLOOR JOISTDRAFTSTOP MATERIALNOTE "A"1015.8 Window openings.Windows in Group R-2 and R-3 buildings including dwelling units, where the top of the sill of an operable widow opening is located less that 24 inches above the finished floor and more than72 inches (1829 mm) above the finished grade or other surface below, on the exterior of the building, shall comply with one of the following:1. Operable windows where the top of the sill of the opening is located more than 75 feet (22 860 mm) above the finished grade or other surface below and that are provided with window fall prevention devices that comply with ASTM F 2006.2. Operable windows where the openings will not allow a 4 inch-diameter (102 mm) sphere to pass through the opening when the window is in its largest opened position.3. Operable windows where the openings are provided with window fall prevention devices that comply with ASTM F 2090.4. Operable windows that are provided with window opening control devices that comply with Section 1015.8.1.
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SET
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SET
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SET
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SET
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SET
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SET
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SETNOTE:3) ALL ELECTRICAL WIRING TO BE INACCORDANCE WITH ARTICLE 200 OF NFPA 70A4) ELECTRICAL INSTALLATION TO MEET THEREQUIREMENTS OF THE 2014 NEC.1) ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMPBRANCH CIRCUITS SUPPLYING OUTLETS INSTALLEDIN DWELLING UNITS, FAMILY ROOMS, DININGROOMS, LIVING ROOMS, PARLORS, LIBRARIES,DENS, BEDROOMS, SUNROOMS, RECREATIONROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMSOR AREAS SHALL BE PROTECTED BY A LISTEDCOMBINATION TYPE ARC-FAULT CIRCUITINTERRUPTER ("A.F.C.I.") INSTALLED TO PROVIDEPROTECTION OF THE BRANCH CIRCUIT.5) 100% OF ALL INTERIOR AND EXTERIORPERMANENT LIGHT FIXTURES USE CFL/LED LAMPS.2) ALL 125-VOLT, SINGLE-PHASE, 15 AND 20AMPERE RECEPTACLES INSTALLED INBATHROOMS, GARAGES, BOATHOUSES, ANDGRADE-LEVEL PORTIONS OF UNFINISHEDACCESSORY BUILDINGS USED FOR STORAGE ORWORK AREAS, OUTDOOR RECEPTACLES (MIN. ONEAT FRONT AND BACK OF DWELLING, AND ONELOCATED AT CONDENSER UNIT), AT OR BELOWGRADE CRAWL SPACES, UNFINISHED BASEMENTS,KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN6 FEET OF LAUNDRY, UTILITY, OR WET BAR SINKS,BALCONY, DECK, OR PORCH (GREATER THAN 20SQUARE FEET), SHALL HAVE GROUND-FAULTCIRCUIT INTERRUPTER ("G.F.C.I.") PROTECTION FORPERSONNEL.6) ALL CAN LIGHTS ON DIMMER SWITCHPURCHASER AS TO THE PREFERRED LOCATIONSCONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF RECEPTACLES BY THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THISTIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THETHE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURINGTHE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES, SWITCH LOCATIONS,AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING ORMECHANICAL CONFLICTS, SITE CONDITIONS, AND/OR BUILDING CODE REQUIREMENTSSPECIFICATIONS, PRICE SUMMARIES, AND CHANGE ORDERS TO SUPERSEDE THIS ELECTRICAL PLANNOTE:
Wade Residence
Lot 15, and West 1/2 of Lot 13, Block 3
340 2nd. Avenue
Atlantic Beach, Duval County, FloridaOCTOBER 07
,
2021
ISSUED
FOR
CONSTRUCT
IONCONSTRUCTION
SETNOTE:3) ALL ELECTRICAL WIRING TO BE INACCORDANCE WITH ARTICLE 200 OF NFPA 70A4) ELECTRICAL INSTALLATION TO MEET THEREQUIREMENTS OF THE 2014 NEC.1) ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMPBRANCH CIRCUITS SUPPLYING OUTLETS INSTALLEDIN DWELLING UNITS, FAMILY ROOMS, DININGROOMS, LIVING ROOMS, PARLORS, LIBRARIES,DENS, BEDROOMS, SUNROOMS, RECREATIONROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMSOR AREAS SHALL BE PROTECTED BY A LISTEDCOMBINATION TYPE ARC-FAULT CIRCUITINTERRUPTER ("A.F.C.I.") INSTALLED TO PROVIDEPROTECTION OF THE BRANCH CIRCUIT.5) 100% OF ALL INTERIOR AND EXTERIORPERMANENT LIGHT FIXTURES USE CFL/LED LAMPS.2) ALL 125-VOLT, SINGLE-PHASE, 15 AND 20AMPERE RECEPTACLES INSTALLED INBATHROOMS, GARAGES, BOATHOUSES, ANDGRADE-LEVEL PORTIONS OF UNFINISHEDACCESSORY BUILDINGS USED FOR STORAGE ORWORK AREAS, OUTDOOR RECEPTACLES (MIN. ONEAT FRONT AND BACK OF DWELLING, AND ONELOCATED AT CONDENSER UNIT), AT OR BELOWGRADE CRAWL SPACES, UNFINISHED BASEMENTS,KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN6 FEET OF LAUNDRY, UTILITY, OR WET BAR SINKS,BALCONY, DECK, OR PORCH (GREATER THAN 20SQUARE FEET), SHALL HAVE GROUND-FAULTCIRCUIT INTERRUPTER ("G.F.C.I.") PROTECTION FORPERSONNEL.6) ALL CAN LIGHTS ON DIMMER SWITCHPURCHASER AS TO THE PREFERRED LOCATIONSCONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF RECEPTACLES BY THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THISTIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THETHE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURINGTHE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES, SWITCH LOCATIONS,AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING ORMECHANICAL CONFLICTS, SITE CONDITIONS, AND/OR BUILDING CODE REQUIREMENTSSPECIFICATIONS, PRICE SUMMARIES, AND CHANGE ORDERS TO SUPERSEDE THIS ELECTRICAL PLANNOTE:
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $2,375.93
RES21-0371 Address: 340 2ND ST APN: 169765 0000 $2,375.93
BLDG SUBSEQUENT PLAN REVIEW FEES $100.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING $1,878.00
BUILDING PERMIT 455-0000-322-1000 0 $1,878.00
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 $72.93
STATE DBPR SURCHARGE 455-0000-208-0700 0 $43.76
STATE DCA SURCHARGE 455-0000-208-0600 0 $29.17
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R18666 $2,375.93
Printed: Wednesday, February 2, 2022 4:24 PM
Date Paid: Wednesday, February 02, 2022
Paid By: Rex Williams Signature Homes
Pay Method: CREDIT CARD 582174008
1 of 1
Cashier: JJ
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R18666