HomeMy WebLinkAboutREVISION - BUILDING PERMITOFFICE USE ONLY: 2]
DATE FILED:
REVISION FEE:
LOCATION/SITE
♦""nWQQ.
PERMIT# 201 - 01pt
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
t->T>f 13� A2011 5 a od
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: C C
BUSINESS NAME: 40Lt %3(
QUALIFIERS NAME: 1. (3
ADD S: S{J 8;aneo,
CITY: art ttg:t STATE: _
PHONE (DAYTIME):
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
a a•
i 1. I�� i x s
ST. LUCIE CO CERT. #:
FAX:
FAX:
ZIP:
ZIP:
MIAMF� MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadc.cov/cconomv
Interwrap, Inc.
32923 Mission Way
Mission, BC, Canada V2V-6E4
SCOPE:
This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Titanium® UDL30 / Titanium® PSU-30, Titanium® UDL-25 PLUS / Titanium® PSU-30,
and UDL-MD (2 ply) / Titanium® PSU-30 Underlayment System
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer omits distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA# 13-0730.01 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0603.19
Expiration iration Date: 01/26/22
I•II7:L17d�1 �� _
ECopy Approval DaPage 10of17
E
ROOFING COMPONENT APPROVAL
Category Roofing
Sub-Cateeorv: Underlayment
Material: Polypropylene
TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT
TABLE 1
Product Dimensions Test Product
Specification Descrintion
Titanium® UD1-25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one
PLUS Type I & II side coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
Manufacturing
Location #1& #2
UDI,MD (2Ply system)
48" x 250' rolls ASTM D226
Woven synthetic polymer underlayment with a
Type I & II
chemical slip resistant and UV protected coating on
Manufacturing
both sides.
Location #2
Titanium® UDL-30
48" x 250' rolls ASTM D226
Woven synthetic polymer underlayment with two
Type I & II
sides coated with UV protected and slip resistant
Manufacturing
polymer stabilized polypropylene on both sides.
Location #1& #2
Titanium® PSU-30
36" x 72' rolls TAS 103
Unreinforced polymer modified bitumen material
adhered to the underside of a polymer -coated,
Manufacturing
synthetic woven sheet. The underside is backed
Location #3
with a release film.
MANUFACTURING LOCATIONS:
1. MLl
2. ML3
3. N"
NOA No.: 14-0603.19
Mu1MFDADECOUMY
... � , Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 2 of 7
f
EVIDENCE SUBNMTED:
Test Aeencv
Test Identifier
Test Name/Report
Date
Intertek Testing Services
#3031783
TAS 104
02/19/03
3124826-01
ASTME108
02/19/08
3119607COQ-003B
ICC-ES AC48
02/20/08
3130639COQ-002A
ASTM D226
02/20/08
3124826MID-007
ASTM E108
02/25/08
3146738COQ-003B
ASTM D 1876/ TAS 117
03/28/08
3146738COQ-003A
ASTM D226
04/22/08
Trinity ERD
I35520.06.11
TAS 103 / TAS 104
06/15/11
135520.06.11
TAS 103 / TAS 104
06/15/11
I38010.08.11
ASTM D226
08/11/11
135520.08.11-1
TAS 114
08/12/11
135520.08.11
ASTM D2523 / D1781
08/17/11
I44970.07.13-R1
ASTM D226, ASTM D1876
09/09/13
and TAS 114(C)
NOA No.: 14-0603.19
Muutwnoe couHrr Expiration Date: O1/26/22
Approval Date: 02/02/17
Page 3 of 7
APPROVED TITANIUM UNDERLAYMENT SYSTEM ASSEMBLIES:
Deck Type 1: Wood
Deck Description: "/32 or greater plywood or wood plank
System E(1): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more plies of Titanimn® UDL-25 PLUS or Titanium® UDL-30 applied with
minimum 4" horizontal laps and minimum 6" vertical laps and mechanically fastened as
noted below.
Note: Titanium& UDL-30 shall be inverted to provide a smooth bonding surface. Primer is
not required when Titanium® UDL-30 is installed inverted (printed side facing down)
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Primer: Metal/Tin caps shall be primed with ASTM D41 primer
Ply Sheet: (Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane: Titanimng PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium® PSU-30 parallel to the cave and field,
using a heavy pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the file manufacturer's NOA. For
foam -on tile roof assemblies, approved use with ICP Adhesives Polyset AH-160 and Dow
TILE BOND Roof Tile Adhesive.
MUUHFnADE COUNTY NOA No.: 14.0603.19
. • • • . , Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 4 of 7
I
Deck Type 1: Wood
Deck Description: 19/32' or greater plywood or wood plank
System E (2): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more plies Titanium® UDL-30 applied with minimum 4" horizontal laps and
minimum 6" vertical laps and mechanically fastened as noted below.
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Primer: Titanium® UDL-30 shall be primed on the printed side with ASTM D41 primer prior to
placement of cap sheet.
Ply Sheet: (Optional) Titanium& PSU-30, self -adhered, with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium& PSU-30 parallel to the eave, using a heavy
pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle, mechanically fastened roof rile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
Note: For rile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on file roof assemblies, approved use with ICP Adhesives Polyset AR-160 and Dow
TILE BOND Roof Tile Adhesive.
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 5 of 7
V
Deck Type 1:
Deck Description:
Wood
"/32° or greater plywood or wood plank
System E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more piles of UDL-MD (2Ply system) applied with minimum 4" horizontal laps and
minimum 6" vertical laps and mechanically fastened as noted below.
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Ply Sheet: (Optional) Titanium& PSU-30, self -adhered with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titaniumg PSU-30 parallel to the cave and field,
using a heavy pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with ICP Adhesives Polyset AH-160 and Dow
TILE BOND Roof Tile Adbesive.
NOA No.: 14-0603.19
Expiration Date: Ol/26/22
Approval Date: 02/02/17
Page 6 of 7
.;
JON
�..,�
BUILDING PERMIT REQUIREMENTS
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly
evaluate the installation of this material.
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code.
3. Titanium Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of
irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking
panels. Sweep the deck thoroughly to remove any dust and debris prior to application.
4. Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium® UDL-30 / Titanium® PSU-30, UDL-MD (2PIy
system) / Titanium® PSU-30 two-ply underlayment system, may be used in asphalt shingle, mechanically
fastened roof tile, foam -on roof tile, metal roofing, wood shakes & shingles or slate roof assemblies.
5. The standard maximum roof pitch for the Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium® UDL-30
/ Titanium® PSU-30, UDL-MD (2PIy system) / Titanium® PSU-30 two-ply underlayment system shall be 5:12
for flat tiles and 6:12 on profiled tiles with lugs. For flat tile applications at slopes exceeding 5:12, flat tiles
shall be staged 2 base tiles perpendicular to slope behind a mechanically attached batten or toe board with
maximum 7 tiles high on the slope atop base tiles (Total of stack not to exceed 9 tiles). At roof slopes greater
than the above limitations, the use of loading battens or toe boards are required to load the roof tile.
6. Titanium Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system.
7. Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-25 PLUS / Titanium® PSU-30, UDL-MD (2PIy
system) / Titanium® PSU-30 two-ply underlayment system shall not be left exposed as a temporary roof for
longer than 90 days of application.
8. Titanium Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are
approved under a specific Notice of Acceptance. Refer to Prepared Roofing System Product Control Notice of
Acceptance for listed approval of this product with specific prepared roofing products.
9. Titanium Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing
Titanium Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If
Titanium Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction
(AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate
documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results.
10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo
and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County
Product Control Seal as shown below.
END OF THIS ACCEPTANCE
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 7 of 7
I
F]
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT #{ q o L�y 4 U
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462.1553 S1f
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: n /
l l / v o cOIrl 4„ /`�L
DETAILED DESCRIPTION OF PROJECT
REVISIONS: _ , _
STATE of FL REG./CERT. #: C
BUSINESS NAME: / I- a1c1
QUALIFIERS NAME:
ADDRESS:
CITY: elf Sk ` v L r C STATE: _
PHON (DAYTIME): YTIME): r7? � - S -1 cl - 5 7
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
,NAME:
,ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
r� c rah Y ST. LUCIE CO CERT. #:
73-tGt aid eve% /�WY�
ZIP:
ZIP:
FAX:
ZIP:
S
Southeast Building Engineers, LLC
5911 Pescara Drive
Pace, FL 32571
772-774-9o86
s.a__yande s@sou h as b iil ingeningeers.com
May 2, 2019
Saint Lucie County Building Department
2300 Virginia Ave.
Fort Pierce, FL 34982
Subiect: Revision to plans for review
11100 Carlton Rd.
Port St. Lucie, FL � ��
Permit No. S 1901-0486
To Whom It May Concern: ���
This letter is to chronicle changes to above referenced project approved by to your department for
construction. Those revisions are as follows:
Revision #1: Changed product approval affidavit to reflect actual products installed on project
Should you require any additional information or clarification, please contact me.
Sincerely,
i
Scott R an s, P.E.
Southeast Building Engineers, LLC
Page 1I1
141"comirl vela wE
DATE FILED:
REVISION FEE:
PERMIT# lggl ' UTY(O
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISION,
PROJECT INFORMATION s� Cy�vl
LOCATION/SITE <4,i By t4b
ADDRESS: m1/ 00, n P
DETAILED DESCRIPTION OF PROJECT
REVISIONS, uol
• T ..f
I CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: C IS C
BUSINESS NAME: A6" an
QUALIFIERS NAME: YfrynA ,, (�
CITY: Fbj� c)-. Luc, t STATE:
PHON (DAYTIME): ?-22- 5-29- S-
OWNER/BUILDER INFORMATION:
NAME:
CITY:
PHONE (DAYTIME:
,A�'
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
��C�' ♦ ei ,. y
UCIE CO CERT. #:
FAX:
rPLA:
ZIP:
ZIP:
ZIP:
FILE COPY
U
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 111 OD Carlton Rd
Builder Name: Above 8 Beyound Developing Inc.
Street: 111000 Carlton Rd
Permit Office: St Lucie
City, State, Zip: Fort Pierce , FL,
Permit Number:
Owner: Stokes
Jurisdiction: 611000
Design Location: FL, ST LUCIE CO_INTL
County: St. Lucie (Florida Climate Zone 2 )
1. New construction or eAsting
New (From Plans)
9. Wall Types (1740.0 sgft.)
Insulation Area
2. Single family or multiple family
Single-family
a. Concrete Block- Int lnsul, Exterior
R=9.0 1740.00 ftz
b. N/A
R= ft
3. Number of units, if multiple family
1
c. N/A
R= ft°
4. Number of Bedrooms
3
d. N/A
R= ft2
10. Ceiling Types (1436.0 sgft.)
Insulation Area
5. Is this a worst case?
No
a. Roof Deck (Unvented)
R=20.0 1436.00 ft'
6. Conditioned floor area above grade (fP)
1436
b. NIA
R= ft'
c. N/A
R= ff=
Conditioned floor area below grade (ft)
0
11.Duc[s
R ft'
7. Windows(165.6 sgft.) Description
Area
a. Sup: Attic, Rat: Attic, AH: Attic
6 287.2
a. U-Factor: Sgi, U=1.10
165.63 ft'
SHGC: SHGC=0.62
fP
12. Cooling systems
kBtulhr Efficiency
b. U-Factor: NIA
a. Central Unit
24.0 SEER:17.00
SHGC:
c. U-Factor: WA
ft
SHGC:
13. Heating systems
k8tu1hr Efficiency
d. U-Factor: NIA
ft a.
Electric Strip Heat
26.0 COP:1.00
SHGC:
Area Weighted Average Overhang Depth:
4.711 ft.
Area Weighted Average SHGC:
0.620
14. Hot water systems
a. Electric
Cap: 40 gallons
es (1436.0 s ft.)
8. FloorTypes YP q
Insulation Area
EF: 0.940
a. Slab -On -Grade Edge Insulation
R=0.0 1436.00 ft'
b. Conservation features
b. N/A
R= ft
None
c. NIA
R= ft'
15. Credits
CF, Pstat
Area: 0.115
Total Proposed Modified Loads: 54.54
PASS
Glass/Floor
Total Baseline Loads: 56.30
1 hereby certify that the plans and specifications covered by
Review of the plans and
O'gF1E sr4
this calculation are in compliance with
the Florida Energy
specifications covered by this
1 „ •, _ a 0�
Code.
calculation indicates compliance
`r
with the Florida Energy Code.
rrru„ •,„.•
PREPARED BY:
Before construction is completed
DATE:
d
this building will be inspected for
compliance with Section 553.908
0
I hereby certify that thi0,is�
d, is in compliance
Florida Statutes.
with the Florida Energy
COD WE �J
OWNER/AGENT:
BUILDING OFFICIAL:
DATE: s
DATE:
- Compliance requires certification by the air handier 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 5.00 ACH50 (R402.4.1.2).
5/22/2019 1:27 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 4
FORM 11405-2017 INPL.-�UIVIMARY CHECKLIST REPORI!- _
PROJECT
Tide:
Building Type:
Owner Name:
# of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New0risting:
Comment:
11100 Carlton Rd Bedrooms: 3
User Conditioned Area: 1436
Stokes Total Stories: 1
1 Worst Case: No
Above 6 Beyound Developing Rotate Angle: 0
St Lucie Cross Ventilation:
611000 Whole House Fan:
Single-family
New (From Plans)
Address Type: Street Address
Lot #
Block/Subdivision:
PlatBook:
Street: 111000 Carlton Rd
County: St. Lucie
City, State, Zip: Fort Pierce ,
FL,
CLIMATE
Design Location
Design Temp
TMY Site 97.5 % 2.5 %
Int Design Temp Heating Design DailyTemp
Winter Summer Degree Days Moisture Range
FL, ST_LUCIE CO_INTL FL_VERO_BEACH_MUNI 39 90
70
75 299 58 Medium
BLOCKS
Number
Name
Area Volume
1
Blockl
1436 14360
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms InfiI ID Finished Cooled Heated
1
Main
1436 14360 Yes 4
3
1 Yes Yes Yes
FLOORS
#
Floor Type
Space Perimeter R-Value
Area
Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 174 ft 0
1436 ft'
---- 0 0 1
ROOF
#
Type
Roof Gable Roof
Materials Area Area Color
Red
Ban
Solar SA Emitt Emitt Deck Pitch
Absor. Tested Tested Insul. (deg)
1
Gable or shed Composition shingles 1606 ft' 360 ft' Medium
N
0.85 No 0.9 No 20 26.6
ATTIC
/
V #
Type
Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic
Unvented 0 1436 ft'
N N
CEILING
#
Ceiling Type
Space R-Value Ins Type
Area Framing Free Truss Type
1
Under Attic (Unvented)
Main 0 Blown
1436 it- 0 Wood
6/22/2019 1:27 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4
,' L/
FORM R405-2017 INPL^: SUMMARY CHECKLIST REPORI
WALLS
Adjacent
Cavity Width Height
Sheathing Framing Solar
Below
Space
_ 1
N
Exterior Concrete Block - Int Insul Main
9 50 8 10
506.7 ft'
0 0.600000 0
2
E
Exterior Concrete Block - Intlnsul Main
9 36 4 10
363.3ft'
0 0.600000 0
_ 3
S
Exterior Concrete Block - Int Insul Main
9 50 8 10
506.7 fP
0 0.600000 0
4
W
Exterior Concrete Black- Int Insul Main
9 36 4 10
363.3 ft'
0 0.600000 0
DOORS
#
Omt Door Type
Space
Storms U-Value Width
Height
Area
R In
Ft In
1
N Insulated
Main
None .21
3
8
24 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
/
Wall
Overhang
V
#
Omt ID Frame Panes
NFRC
U-Factor SHGC Imp Area
Depth Separation
Int Shade
Screening
_
1
N 1 Metal Single (Clear)
Yes
1.1 0.62 N 53.3 R'
10 It 0 in 1 ft 0 in
Drapesfblinds
Exterior 5
2
N 1 Metal Single (Clear)
Yes
1.1 0.62 N 10.3 fN
10 it 0 in 1 ft 0 in
Drapeslblinds
Exterior 5
3
E 2 Metal Single (Clear)
Yes
1.1 0.62 N 9.0 fN
0 it 0 in 0 It 0 in
Drapeslblinds
Exterior 5
4
E 2 Metal Single (Clear)
Yes
1.1 0.62 N 12.0 ft2
0 It 0 in 0 It 0 in
Drapes/blinds
Exterior 5
5
S 3 Metal Single (Clear)
Yes
1.1 0.62 N 24.0 fP
2 It 0 in 1 ft 0 in
Drapestblinds
Exterior 5
6
S 3 Metal Single (Clear)
Yes
1.1 0.62 N 48.0 fN
2 It 0 in 1 It 0 in
Drapestblinds
Exterior 5
7
W 4 Metal Single (Clear)
Yes
1.1 0.62 N 9.0 ft'
0 It 0 in 0 ft 0 in
Drapes/blinds
Exterior 5
INFILTRATION
#
Scope
Method
SLA
CFM 50 ELA EgLA
ACH ACH 50
1 Wholehouse Proposed ACH(50) .000318
1196.7 65.7 123.55
.1204
5
HEATING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Block
Ducts
1
Electric Strip Heat/
None
COP:1 26 kBtu1hr
1
sys#1
COOLING SYSTEM
#
System Type
Subtype
Efficiency Capacity Air Flow
SHR Block
Ducts
1
Central Unit/
None
SEER:17 24 kBtu/hr 720 cfm
0.75 1
sys#1
HOT WATER SYSTEM
#
System Type SubType
Location
EF Cap Use
SetPrd
Conservation
1
Electric None
Main
0.94 40 gal 60 gal
120 deg
None
5/22/2019 1:27 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4
I M-W
FORM R405-2017 INPC�: SUMMARY CHECKLIST REPORT
SOLAR HOT WATER SYSTEM
FSEC
Collector
Storage
Cart #
Company Name
System
Model # Collector Model
# Area
Volume
FEF
None
None
ft2
DUCTS
/
— Supply —
— Return —
Air
CFM 25
CFM25
HVAC #
V #
Location R-Value Area
Location
Area
Leakage Type
Handler
TOT
OUT QN
RLF
Heat Cool
1
Attic
6 287.2 ft
Attic
71.8 f 2
Default Leakage
Attic
(Default)
(Default)
1 1
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
Cooling[[rxj,] Jan
HeatinJan
[((X�]] Feb
Feb
Mar
Marr
r r
[
Me
l May
rX]] Jun rl Jul
Jun 11 Jul
Xj Aug
4 j Au4
Se
Sep
Oct
Oct
Nov
Nov
Dec
Dec
VentingIIII 1111 Jan
11
[((( 1111 Feb
L 1
X Mar
r I
May
[[ 1111 Jun [ 1) Jul
l 1
I) Aug
l 111 Se
Oct
X
Nov
Dec
Thermostat Schedule:
HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5 6
7
8
9
10
11
12
Cooling (IND)
AM
78
78
78
78
78 78
78
78
80
80
80
80
PM
80
80
78
78
78 78
78
78
78
78
78
78
Cooling (WEH)
AM
78
78
78
78
78 78
78
78
78
78
78
78
PM
78
78
78
78
78 78
78
78
78
78
78
78
Heating (WD)
AM
66
66
66
66
66 68
68
68
68
68
68
68
PM
68
68
68
68
68 68
68
68
68
68
66
66
Heating (WEH)
AM
66
66
66
66
66 68
68
68
68
68
68
68
PM
68
68
68
68
68 68
68
68
68
68
66
66
MASS
Mass Type
Area
Thickness Furniture Fraction
Space
Defau 8 Ibs/s .ft.
0 ft'
0 ft
0.3
Main
5/22/2019 1:27 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4
u
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX' = 97
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level
a) Supply ducts R 6.0
2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0
c) AHU location Attic
3. No. of units (if multiple -family)
3.
1
4. Number of bedrooms
4.
3
5. Is this a worst case? (yes/no)
5.
No
6. Conditioned floor area (sq. ft.)
6.
1436
7. Windows, type and area
a) U-factor.(weighted average)
7a.
1.100
b) Solar Heat Gain Coefficient (SHGC)
7b.
0.620
c) Area
7c.
165.6
8. Skylights
a) U-factor.(weighted average)
8a.
NA
b) Solar Heat Gain Coefficient (SHGC)
8b.
NA
9. Floor type, insulation level:
a) Slab -on -grade (R-value)
9a.
0.0
b) Wood, raised (R-value)
9b.
c) Concrete, raised (R-value)
9c.
10. Wall type and insulation:
A. Exterior.
1. Wood frame (Insulation R-value)
2. Masonry (Insulation R-value)
B. Adjacent:
1. Wood frame (Insulation R-value)
2. Masonry (Insulation R-value)
11. Ceiling type and insulation level
a) Under attic
b) Single assembly
c) Knee walls/skylight walls
d) Radiant barrier installed
10A1.
10A2. 9.0
13. Cooling system:
Capacity 24.0
a) Split system
SEER
b) Single package
SEER
c) Ground/water source
SEER/COP
d) Room unWPTAC
EER
e) Other
17.0
14. Heating system:
Capacity 26.0
a) Split system heat pump
HSPF
b) Single package heat pump HSPF
c) Electric resistance
COP 1.0
d) Gas furnace, natural gas
AFUE
e) Gas furnace, LPG
AFUE
f) Other
15. Water heating system
a) Electric resistance EF 0.94
b) Gas fired, natural gas EF
c) Gas fired, LPG EF
d) Solar system with tank EF
e) Dedicated heat pump with tank EF
0 Heat recovery unit HeatRec%
g) Other
10131.
1082.
16. HVAC credits claimed (Performance Method)
a) Ceiling fans Yes
11a. 0.0
b) Cross ventilation No
11b.
c) Whole house fan No
11c.
d) Multizone cooling credit
11d. No
e) Multizone heating credit
0 Programmable thermostat Yes
*Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will b install on
exceeded) in this home before final inspection. Otherwise, a new EPL
display card will be com ed s on installed code compliant features.
Builder Signature: Date:
2Z ?
Address of New Home: 111000 Cadton Rd City/FL Zip: Fort Pieroe, FL
51=019 1:30:09 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - F1aRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: 611000
Permit #:
u ; „" s. a ,. a .
Job IrifolTtlation
Builder: Above & Beyound Developing i)aommunity: Lot: NA
Address: 111000 Carlton Rd
City: Fort Pierce State: FL Zip:
AIr Leakage Test Results Passing results mustmeet either the Performance, Prescriptive, or ERI Method
«e w-i�"•A„ ,t J,'m im N f�.,,�r,., ,_h tv....� 9nt ,..�
O PRESCRIPTNE METHOD The bulding or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
t°+�clisngesperhoaratapressure(of,02inch;g(SO�ascals)mCkmat�;Zenesland�2�:" .�,,. „,�, a' �,
Q„! PERFORIMANCE'or ERI METHOD -The building or dwelling Ond shell be tested and yXenfled as having amair leakage rate otnot exceedl*' -
the selectee! ACH(50) value, as'shown on Form R405 2017 (Performance) or R406-201�/, (ERI), secfion labeled as infiltration, sub -see tion'A6H5& 'i
ACH(50)specifiedonFonn:,R406-20f7EnergyCatc(Pedormance).orR406.20f7(ERI)-
x 60 _ 14360 — Method for calculating building volume:
CFM(50) Building Volume ACH(50)
0 Retrieved from architectural plans
ElPASS • Code software calculated
When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated
must be verified by building department.
R402A.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNETnCC 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)(0, (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 therode 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 rooting 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.
'tea: -..-
Testing Company
Company Name: Phone:
I hereby verify that the above Air Leakage results are in accordance with the 2017 6th 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:
5/22/2019 1:30:30 PM EnergyGauge® USA 6.0.02 (Rev.1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
-F wrightsoft Project Summary
Entire House
Above and Beyond Developiglatractor Copy
For. 110a,ceF1310 Carton d.Fort Pie , 4945
Notes:
Weather.
Winter Design Conditions
Outside db 42 OF
Inside db 28 °F
Design TD
Heating Summary
Fort Pierce, FL, US
Structure
17863
Btuh
Central vent (0 dm)
2883
Btuh
(none).
Humidifica
0
Btuh
Rping
Equipment bad
20745
BWh
Infiltration
Method
Simplified
Construction quality
Average
Fireplaces
Area (fl)
Volume (fl
Airchangges/hour
Equiv. (clm)
He 1428 C0 11428
14280 14280
OA5 023
Heating Equipment Summary
Make
Trade
Model
AHRI
ref
ENidency
Heating input
Heating output
Temperature rise
Actual air flow
Airflowfaclor
Static pressure
Space thermostat
100 EFF
6.2 kW
21106 Btuh
384 OCfm
0.019 cfrnlBtuh
0 in H2O
Job.,
Date.- Aug 31, 2018
By:
Summer Design Conditions
Outside db
90
75
OF
OF
Inside db
Design TD
15
OF
Daily range .
Relative humidity
L
50
%
Moisture dMarence
61
grilb
Sensible cooling Equipment Load Sizing
Structure
13823
Btuh ,
2045
Bbuh
Central vent (0 din)
Btuh
(none)
Blower
1707
Bluh
Use manufacturer's data
n
RaWswing mulliplier
0.95
Equomentsensbleload
16695
Btuh
Latent Cooling Equipment Load Sizing
Structure
3087
Btuh
1720
Central vent (0 cfm)
Btuh
(none)
Equipment latent bad
4806
Btuh
Equipment
215.9
eq totalcaapaalctyat0.75SHR
ton
Cooling Equipment Summary
Make Rheem
Trade RHEEM
Cond RA1424WJlNA
Coll RH1T2417STANAA
AHRI ref 8636470
Efidency 13.0 EER,16
SEER
Sensible cooling
18000
Btuh
Latent cooling
6000
Btuh
Total cooling
24000
Btuh
Actual aMw
800
cfm
Air flow factor
0050
Static pressure
intH2Oh
Load sensible heat ratio
0.79
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
2018Qt-0318:15:13
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Atk Elrr&m%atnudJtllloo Calm Rd-4,bmmp C*-W8 FrmrOmfa N
wrightsoft• Right-J® Worksheet
Entire House
Above and Beyond Developing Inc.
Job.
Date:
By:
Aug 31, 2018
111111111
111MGM
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2018-Cd-03191513
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I wrightsoft' Right-J® Worksheet
Entire House
Above and Beyond Developing Inc.
Joh.
Date: Aug 31, 2818
By:
h bath
bedrm2
1
2
mom name
F.�ds ml
5.0 ft
10.0 ft hea*ml
27D ft
10.0 ft heafkool
3
Room he&
80 x 50 ft
1.0 x 1720 ft
4
{loom d'ntens°ns
40.0 T
1720 ft'
5
Room area
Ty
Corztrucion
(1-vabe
Or
HfM
Prey M)
Load
(BWh)
Area (ft
or perinoler (ft)
Load
(BWh)
number
( tuwF)
(BUV"
or perimeter (tq
Fleet
cool
Gross
t• R
Float I
cool
Gross
NIPS
Fbat
Dool
6
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0
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13.72
0.84
0
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0
0
0
0
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18
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244
305
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16.46
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0
0
0
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0.470
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255
0
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41
163
104
120
120
480
305
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0.470
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0
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6 c)AMexcurslon
487
690
2271
1161
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1
563
154
12
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0
D
0 0
b) Roomventlatbn
13
Ir�kmal8ahs: Occupards Cm3 230
0
0
0
i
230
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592
718
2935
1545
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0 0
Lesse)eDmalbad
p
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Less Iranalier
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20
16
Fceds4bufon
6D4
73p
2855
1564
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16%
15%
98
108
16%
15%
461
231
15
Duotbads
713
8382
3315
1795
Toralroombad
61
91
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wrightsofr RighWO Worksheet
Entire House
Above and Beyond Developing Inc.
Job:
Date: Aug 31, 2018
By:
1
Room name
0 ft42.0
Mrftl9
2
E�gpsedvai
10A ft heatbool
10.0 ft t>eattool
3
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4
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8.0 R
588.0 ft'
5
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408
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wrightsofr Right-J® Worksheet
Entire House
Above and Beyond Developing Inc.
Job:
Data: Aug 31, 2018
By:
mtrbalt
1
Roomrvme
a0 ft
0 ft
2
�osedwai
10.0 ft heafkool
tic
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3
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5.0 x 6.0 R
4
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80.0 R'
30.0 ff
5
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Ty
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or perineler (ft)
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number
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0
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Radctrbubn
1000
48
43
14 SLbbbl
16%
15%148
420
16%
15%
8 6
15 Doetbads
1149
55
50
Tobiroom bad
58
1 3
Akmq-omd(cfm)
Calculations approved byACCAto meet aU requirements of Manual J 8th Ed.
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Job#: Above and Beyond Developing Inc. Scale: 1:88
Performed for: Page
11100 �dnn rd fthtSUW UnNerA2017
17.0.17 RSU06570
11100 Carton rd 2018-0ct-0318:15:31
Fotnme, FI34945 ...1X1100 Caton Rd Stdce:❑Q
I
Wrightsoft. Duct System Summary
Entire House
Above and Beyond Developing Ina
For. 11100 Carlton rd., Stokes Residence
11100 Carlton rd., Fort Pierce, FI34945
Eldemal static pressure
Pressure losses
Available static pressure
Supply/return available pressure
Lowestfricbon rate
Actual airflow
Total effective length (TEL)
Heating
0
in H2O
0
in H2O
0
in H2O
0.000/0.000
in H2O
0
in/100ft
384
cfm
289 It
Job:
Date: 1Wg 31, 2018
By:
Coofang
0.10
in H2O
0
in H2O
0.10
in H2O
0.062 / 0.038
in H2O
0.035
in/10011
800
cfm
Name
Design
(BWh)
Htg
(cfm)
Cg
(cfm)
Design
FR
Dlam
(n)
H x W
(in)
Dud
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
bWMQ
c 1795
61
91
0.059
&0
Ox 0
MFx
5.4
100.0
bedm3
c 2115
58
107
0.056
&0
Ox 0
VIFx
5.0
105.0
h bah
c 838
13
42
0.059
4.0
OxCl
VIFx
5.0
100.0
AWAInho
c 1715
30
86
0.042
&0
Ox 0
VIFx
22.8
125.0
st1
KWIdnhgA
c 1715
30
86
0.043
6.0
Ox 0
VIFx
22.4
120.0
st1
kWlcfnhye
c 1715
30
86
0.043
6.0
OX 0
VIFx
24.1
120.0
art
IdMrdnhgc
c 1715
30
86
0.043
6.0
Ox 0
VIFx
24.1
120.0
st1
hdy
c 822
41
41
0.036
4.0
Ox 0
VIFx
38.0
135.0
s12
at&bedrM
c 2241
69
113
0.036
7.0
Ox 0
MFx
35.0
13&0
st2
m7 blh
c 1149
20
58
0.035
5.0
Ox0
MFx
39.0
140.0
st2
wh
c 50
1
3
0.036
4.0
Ox O
VIFx
312
140.0
sit
Supply Trunk Detail Table
Trunk
Htg
ag
Design
Veloc
Diam
H x W
Duct
Name
Type
(din)
(cfm)
FR
(fpm)
(n)
(in)
Material
Trunk
st2
PeakAVF
130
215
0.035
615
&0
0 x 0
VnFlx
st1
stt
PeakAVF
252
561
0.035
714
110
0 x 0
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Htgg
Clg
TEL
Design Veloc
Diam
H x W
Stud/Joist
Dud
Name
Size (m)
(dm)
(drn)
(R)
FR (fpm)
('m)
(m)
Opening (in)
Mat
Trunk
rb3
Ox0
61
91
76.0
0.050 461
6.0
0x 0
MFx
rb2
Ox 0
58
107
76.3
0.050 782
5.0
Ox 0
MR
rb4
Ox 0
90
173
110A
0.035 649
7.0
Ox 0
VIFx
rb1
Ox0
175
429
0
0 0
0
Ox 0
VIFx
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201601-0318.1&.14
wrightsofr RydqubVUarjd2Dnnn.17RWM70 aW2
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Job:
wrrightsoft Manual S Compliance Report Date: Aug31,2019
Entire House By:
Above and Beyond Developing Inc.
For. 11100 Carton rd., Stokes Residence
11100 Carton rd., Fort Pierce, FI34945
Design Conditions
Outdoor design DB:
90.0°F
Sensible gain:
17574
Btuh
Outdoor designWB:
78.0°F
Latent gain:
4806
Btuh
Indoor designDB:
75.0'F
Total gain:
22380
Btuh
Indoor RH:
50%
Estimated airflow:
800
cfln
Manufacturer's Performance Data atActual Design Conditions
Equipmenttype:
SpIRAC
Manufacturer.
Rheem
Actual airflow:
800
ctrn
Sen IWO capacity:
18000
Btuh
Latent capacity:
6000
Btuh
Totalcapa&f.
24000
Btuh
Design Conditions
Outdoor design DB: 42.0°F
Indoor design OR 70.0°F
Model: RA1424WJ1NA+RH1T2417STANAA
102% of load
125% of load
107% of load SHR: 75%
rieaung r—quiptiteiit
Heat loss: 20745 Btuh
Manufacturers Performance Data atActual Design Conditions
Equipment type:
Manufacturer.
Actual airflow:
Output capacity:
Elec strip
Model:
384 ctm
6.2 kW 102%of bad
Meets are all requirements ofACCAManual S.
Entering coil DB: 77.2°F
Entering coil WB: 63.8°F
Entering coil DB: 69.6°F
Temp. rise: 50 OF
2018-WW 18:1&14
wrightisoft F t-wroUAuW* 201717A.17RSU06570 mW1
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