HomeMy WebLinkAboutRevisions , approved 4.7.2021-windows from pgt to vinnico, new energy calcs, fl approval OFFICE USE ONLY:
DATE FILED: I PERMIT# w� — �c
REVISION FEE: RECEIPT#
PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION p'ECENEQ
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652 7 loll
(772)462-1553 ,,,rtment
Perrnittin9. County
APPLICATION FOR BUILDING PERMIT REVISIONS St.��C1e
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: ,
�{ y l 3 Dressler L % �or� Z49�2:.. : .
WtS 1 q,y.oL 2- bly--1 Card i mat Gjctde S..
DETAILED DESCRIPTION OF PROJECT
REVISIONS: ^
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
OWNER/BUILDER INFORMATIION:
NAME: Off- c-)6ck K-e
ADDRESS: ?ASS -,J-0VAn4j --V\
CITY: r 4 If rc' e , STATE: f L. ZIP: 3-4 CA�a 2-
PHONE(DAYTIME: --I-)2- 21 lc - 2 I FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: F L -0CSLCj n • BLAI ( OA TX1SOP-C-+
ADDRESS: 22-S 4 -t +
CITY: rp C'\ STATE: IZ:f . ZIP: 3 Z. 2—
PHONE (DAYTIME): -1 2 32l --H SOkQ 9 '9a P Y'
SLCCC: 9123109
Revised 06130/17 0
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FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
RECEIV
Project Name: RESENDIZ RESIDENCE APR 0 7 2021 Builder Name:
Street: 4413 PRESSLER LANE Permit Office: ST LUCIE COUNTY
City,State,Zip: FORT PIERCE,FL, Permittir g pe Permit Number:
�artmentdurisdiction:
Owner: ARTEMIO RESENDIZ Si. Lucie County ST LUCIE COUNTY
Design Location: FL,Fort Pierce County: St.Lucie(Florida Climate Zone 2)
1. New construction or existing New(From Plans) 9. Wall Types(2701.6 sgft.) Insulation Area
2. Single family or multiple family Detached a.Concrete Block-Ext Insul,Exterior R=4.1 2300.20 ft2
b.Frame-Wood,Adjacent R=13.0 401.33 f12
3. Number of units,if multiple family 1 c.N/A
R= ft2
4. Number of Bedrooms 4 d.N/A R= ft2
10.Ceiling Types (2406.0 sgft.) Insulation Area
5. Is this a worst case? No a.Under Attic(Vented) R=30.0 2406.00 ft2
6. Conditioned floor area above grade(W) 2406 b.N/A R= ft2
Conditioned floor area below grade(W) 0 c.N/A R= ft2
11.Ducts R ft2
7. Windows(296.0 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 200
a. U-Factor: Sgl,U=0.29 246.00 ft2
SHGC: SHGC=0.18
b. U-Factor: Sgl,U=0.30 40.00 ft2 12.Coding systems kBtu/hr Efficiency
SHGC: SHGC=0.18 a.Central Unit 46.5 SEER:16.00
c. U-Factor: Sgl,U=0.26 10.00 ft2
SHGC: SHGC=0.20 13.Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a.Electric Strip Heat 34.0 COP:1.00
SHGC:
Area Weighted Average Overhang Depth: 6.399 ft.
Area Weighted Average SHGC: 0.181 14.Hot water systems
8. Floor Types (2406.0 sgft.) Insulation Area a.Electric Cap:50 gallons
EF:0.980
a.Slab-On-Grade Edge Insulation R=0.0 2406.00 ft2 b. Conservation features
b.N/A R= ft2 None
c.N/A R= ft2 15.Credits None
Glass/Floor Area: 0.123 PASS
Total Proposed Modified Loads: 72.79 P
Total Baseline Loads: 81.54
I hereby certify that the plans and specifications covered by Review of the plans and � T�.sT.gp�
this calculation are in compliance with the Florida Energy specifications covered by this __
Code. calculation indicates compliance y u„ '' K ssg .� , .
with the Florida Energy Code. F+ raw �� , Q
PREPARgD3 Y- Before construction is completed
DATE: this building will be inspected for
compliance with Section 553.908 ,r °
I hereby certify that this building,as designed,is in compliance Florida Statutes.
with the Florida Energy C �'Op WE
OWNER/AG T BUILDING OFFICIAL:
DATE: �) DATE:
- Compliance requires certification by the air handler unit manufacturer that the air handier 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(11402.4.1.2).
3/31/2021 3:38 PM EnergyGaugeA®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 7
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title: RESENDIZ RESIDENCE Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 2406 Lot#
Owner Name: ARTEMIO RESENDIZ Total Stories: 1 Block/Subdivision:
#of Units: 1 Worst Case: No PlatBook:
Builder Name: Rotate Angle: 0 Street: 4413 PRESSLER LANE
Permit Office: ST LUCIE COUNTY Cross Ventilation: No County. St.Lucie
Jurisdiction: ST LUCIE COUNTY Whole House Fan: No City,State,Zip: FORT PIERCE,
Family Type: Detached FL,
New/Ebsting: New(From Plans)
Comment:
CLIMATE
/ Design Temp Int Design Temp Heating Design Daily Temp
V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL,Fort Pierce FL_VERO_BEACH_MUNI 39 90 70 75 299 62 Low
BLOCKS
Number Name Area Volume
1 Entire House 2406 22375.8
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 M TOILET 24 223.2 No 0 1 Yes Yes Yes
2 M BATH 174 1618.2 No 0 1 Yes Yes Yes
3 MASTER BEDROO 260 2418 No 0 1 1 Yes Yes Yes
4 M WIC 168 1562.4 No 0 1 Yes Yes Yes
5 UTILITY 84 781.2 No 0 1 No Yes Yes
6 M HALL 40 372 No 0 1 No Yes Yes
7 DINING 126 1171.8 No 0 1 Yes Yes Yes
8 KITCHEN 252 2343.6 Yes 0 1 No Yes Yes
9 PANTRY 98 911.4 No 0 1 Yes Yes Yes
10 FOYER 81 753.3 No 0 1 Yes Yes Yes
11 CLST 4 20 186 No 0 1 No Yes Yes
12 BEDROOM 4 176 1636.8 No 0 1 1 Yes Yes Yes
13 LIVING ROOM 323 3003.9 No 0 1 Yes Yes Yes
14 HALLWAY 72 669.6 No 0 1 Yes Yes Yes
15 BEDROOM 3 169 1571.7 No 0 1 1 Yes Yes Yes
16 CLST 3 26 241.8 No 0 1 Yes Yes Yes
17 BATH 2 56 520.8 No 0 1 Yes Yes Yes
18 SINKS 2 48 446.4 No 0 1 No Yes Yes
19 BEDROOM 2 191 1776.3 No 0 1 1 Yes Yes Yes
20 CLST 2 18 167.4 No 0 1 Yes Yes Yes
3/31/2021 3:38 PM EnergyGaugeA®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 7
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
FLOORS
# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Slab-On-Grade Edge Insulation M TOILET loft 0 24 ft2 _--- 1 0 0
2 Slab-On-Grade Edge Insulation M BATH 19 ft 0 174 ft2 ____ 1 0 0
3 Slab-On-Grade Edge Insulation MASTER BEDRO 28 ft 0 260 ft2 ____ 1 0 0
4 Slab-On-Grade Edge Insulation M WIC 12 ft 0 168 ft2 ____ 1 0 0
5 Slab-On-Grade Edge Insulation UTILITY 1 ft 0 84 112 ____ 1 0 0
6 Slab-On-Grade Edge Insulation M HALL 1 ft 0 40 ft2 --__ 1 0 0
7 Slab-On-Grade Edge Insulation DINING 22 ft 0 126 ft2 ____ 1 0 0
8 Slab-On-Grade Edge Insulation KITCHEN 1 It 0 252 ft2 ___- 1 0 0
9 Slab-On-Grade Edge Insulation PANTRY 14 ft 0 98 ft2 __-_ 1 0 0
10SIab-On-Grade Edge Insulation FOYER 9 It 0 81 ft2 ____ 1 0 0
11Slab-On-Grade Edge Insulation CLST 4 1 ft 0 20 ftz ____ 1 0 0
12SIab-On-Grade Edge Insulation BEDROOM 4 28 It 0 176 ftz ---_ 1 0 0
13SIab-On-Grade Edge Insulation LIVING ROOM 19 ft 0 323 ft2 _--_ 1 0 0
14SIab-On-Grade Edge Insulation HALLWAY 1 ft 0 72 ft2 ____ 1 0 0
15SIab-On-Grade Edge Insulation BEDROOM 3 26 ft 0 169 ft2 ____ 1 0 0
16SIab-On-Grade Edge Insulation CLST 3 2 ft 0 26 ft2 ____ 1 0 0
17SIab-On-Grade Edge Insulation BATH 2 8 ft 0 56 ft2 ____ 1 0 0
18SIab-On-Grade Edge Insulation SINKS 2 1 ft 0 48 ft2 -_-_ 1 0 0
19SIab-On-Grade Edge Insulation BEDROOM 2 32.3 ft 0 191 ft2 ____ 1 0 0
20SIab-On-Grade Edge Insulation CLST 2 11 ft 0 18 ft2 -___ 1 0 0
ROOF
/ Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch
v # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg)
1 Hip Metal 2691 ft2 0 ft2 Light N 0.6 No 0.9 No 0 26.6
ATTIC
v # Type Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 150 2406 ft2 N N
3/31/2021 3:38 PM EnergyGaugeb®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 7
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
CEILING
# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic(Vented) M TOILET 30 Blown 24 ft2 0.1 Wood
2 Under Attic(Vented) M BATH 30 Blown 174 ft2 0.1 Wood
3 Under Attic(Vented) MASTER BEDRO 30 Blown 260ft2 0.1 Wood
4 Under Attic(Vented) M W IC 30 Blown 168 ft2 0.1 Wood
5 Under Attic(Vented) UTILITY 30 Blown 84ft2 0.1 Wood
6 Under Attic(Vented) M HALL 30 Blown 40 ft2 0.1 Wood
7 Under Attic(Vented) DINING 30 Blown 126112 0.1 Wood
8 Under Attic(Vented) KITCHEN 30 Blown 252 ft2 0.1 Wood
9 Under Attic(Vented) PANTRY 30 Blown 98 ft2 0.1 Wood
10 Under Attic(Vented) FOYER 30 Blown 81ft2 0.1 Wood
11 Under Attic(Vented) CLST 4 30 Blown 20 ft2 0.1 Wood
12 Under Attic(Vented) BEDROOM 4 30 Blown 176 ft2 0.1 Wood
13 Under Attic(Vented) LIVING ROOM 30 Blown 323 ft2 0.1 Wood
14 Under Attic(Vented) HALLWAY 30 Blown 72 k2 0.1 Wood
15 Under Attic(Vented) BEDROOM 3 30 Blown 169 112 0.1 Wood
16 Under Attic(Vented) CLST 3 30 Blown 26 ft2 0.1 Wood
17 Under Attic(Vented) BATH 2 30 Blown 56 ft2 0.1 Wood
18 Under Attic(Vented) SINKS 2 30 Blown 48 ft2 0.1 Wood
19 Under Attic(Vented) BEDROOM 2 30 Blown 191 ft2 0.1 Wood
20 Under Attic(Vented) CLST 2 30 Blown 18 ft2 0.1 Wood
WALLS
Adjacent Space Cavity Width Height Sheathing Framing Solar Below
1 S Exterior Concrete Block-Ext InsulM TOILET 4.1 6 0 9 4 56.0 ft2 0 0 0.6 0
2 W Exterior Concrete Block-Ext InsulM TOILET 4.1 4 0 9 4 37.3 ft2 0 0 0.6 0
3 S Exterior Concrete Block-Ext Insul M BATH 4.1 12 0 9 4 112.0 ft2 0 0 0.6 0
_ 4 W Exterior Concrete Block-Ext Insul M BATH 4.1 7 0 9 4 65.3 ft2 0 0 0.6 0
5 N Exterior Concrete Block-Ext InstMASTER BE 4.1 14 0 10 4 144.7 ft2 0 0 0.6 0
6 W Exterior Concrete Block-Ext InsLMASTER BE 4.1 14 0 10 4 144.7 ft2 0 0 0.6 0
7 S Exterior Concrete Block-Ext Insul M W IC 4.1 12 0 9 4 112.0 ft2 0 0 0.6 0
_ 8 E Garage Frame-Wood M W IC 13 14 0 9 4 130.7 ft2 0 0.1 0.6 0
9 E Garage Frame-Wood UTILITY 13 7 0 9 4 65.3 ft2 0 0.1 0.6 0
10 E Garage Frame-Wood M HALL 13 4 0 9 4 37.3 ft2 0 0.1 0.6 0
11 N Exterior Concrete Block-Ext Insul DINING 4.1 8 0 9 4 74.7 ft2 0 0 0.6 0
_12 W Exterior Concrete Block-Ext Insul DINING 4.1 14 0 9 4 130.7 ft2 0 0 0.6 0
13 S Garage Frame-Wood KITCHEN 13 11 0 9 4 102.7 ft2 0 0.1 0.6 0
14 E Exterior Concrete Block-Ext Insul PANTRY 4.1 14 0 9 4 130.7 ft2 0 0 0.6 0
15 S Garage Frame-Wood PANTRY 13 7 0 9 4 65.3 ft2 0 0.1 0.6 0
16 E Exterior Concrete Block-Ext Insul FOYER 4.1 9 0 9 4 84.0 ft2 0 0 0.6 0
17 N Exterior Concrete Black-Ext InsSEDROOM 4 4.1 9 0 9 4 84.0 ft2 0 0 0.6 0
18 E Exterior Concrete Block-Ext Insd3EDROOM 4 4.1 14 0 9 4 130.7 ft2 0 0 0.6 0
19 S Exterior Concrete Block-Ext InstSEDROOM 4 4.1 5 0 9 4 46.7 ft2 0 0 0.6 0
_20 W Exterior Concrete Block-Ext InsdIIVING ROO 4.1 19 0 10 4 196.3 ft2 0 0 0.6 0
3/31/2021 3:38 PM EnergyGaugeAO USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 7
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
WALLS
Adjacent Space Cavity Width Height Sheathing Framing Solar Below
0
21 S Exterior Concrete Block-Ext InsulHALLWAY 4.1 1 0 9 4 9.3 ft2 0 0 0.6 0
_22 N Exterior Concrete Block-Ext Ins6EDROOM 3 4.1 13 0 9 4 121.3 ft2 0 0 0.6 0
_23 E Exterior Concrete Block-Ext InsdBEDR00M 3 4.1 13 0 9 4 121.3 ft2 0 0 0.6 0
_24 N Exterior Concrete Block-Ext Insul CLST 3 4.1 2 0. 9 4 18.7 ft2 0 0 0.6 0
25 N Exterior Concrete Block-Ext Insul BATH 2 4.1 8 0 9 4 74.7 ft2 0 0 0.6 0
26 N Exterior Concrete Block-Ext InstBEDROOM 2 4.1 13 4 9 4 124.4 ft2 0 0 0.6 0
27 S Exterior Concrete Block-Ext InstBEDROOM 2 4.1 4 0 9 4 37.3 ft2 0 0 0.6 0
_28 W Exterior Concrete Block-Ext InstBEDROOM 2 4.1 15 1 9 4 140.8 ft2 0 0 0.6 0
29 S Exterior Concrete Block-Ext Insul CLST 2 4.1 9 0 9 4 84.0 ft2 0 0 0.6 0
30 W Exterior Concrete Block-Ext Insul CLST 2 4.1 2 0 9 4 18.7 ft2 0 0 0.6 0
WINDOWS
Orientation shown is the entered,Proposed orientation.
Wall Overhang
V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 S 3 Vinyl Low-E Single Yes 0.29 0.18 N 12.0 ft2 2 ft 0 in 1 ft 4 in None None
2 W 4 Vinyl Low-E Single Yes 0.29 0.18 N 12.0 ft2 2 ft 0 in 1 ft 4 in None None
3 W 6 Vinyl Low-E Single Yes 0.29 0.18 N 30.0 ft2 2 ft 0 in 1 ft 4 in None None
4 W 12 Vinyl Low-E Single Yes 0.3 0.18 N 40.0 ft2 2 ft 0 in 1 ft 4 in None None
5 E 14 Vinyl Low-E Single Yes 0.26 0.2 N 4.0 ft2 2 ft 0 in 1 ft 4 in Drapesftslinds Exterior 5
6 E 16 Vinyl Low-E Single Yes 0.29 0.18 N 48.0 ft2 2 ft 0 in 1 ft 4 in None None
7 E 18 Vinyl Low-E Single Yes 0.29 0.18 N 18.0 ft2 2 ft 0 in 1 ft 4 in None None
8 W 20 Vinyl Low-E Single Yes 0.29 0.18 N 45.0 ft2 16 ft 0 in 1 ft 4 in None None
9 W 20 Vinyl Low-E Single Yes 0.29 0.18 N 48.0 ft2' 16 ft 0 in 1 ft 4 in None None
10 E 23 Vinyl Low-E Single Yes 0.29 0.18 N 18.0 ft2 2 ft 0 in 1 ft 4 in None None
11 N 25 Vinyl Low-E Single Yes 0.26 0.2 N 6.0 ft2 2 ft 0 in 1 ft 4 in None None
12 W 28 Vinyl Low-E Single Yes 0.29 0.18 N 15.0 ft2 2 ft 0 in 1 ft 4 in None None
GARAGE
# Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation
1 600 ft2 600 ft2 11 ft 9 ft 13
INFILTRATION
# Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000413 2610.5 143.22 268.88 .1342 7
3/31/2021 3:38 PM EnergyGaugeA®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 7
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
HEATING SYSTEM
# System Type Subtype Speed Efficiency Capacity Block Ducts
1 Electric Strip Heat/ None COPA 34 kBtu/hr 1 sys#1
COOLING SYSTEM
# System Type Subtype Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split Single SEER:16 46.5 kStu/hr 1395 cfm 0.8 1 sys#1
HOT WATER SYSTEM
# System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.98 50 gal 62.3 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # 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 6 200 ft2 Attic 20 ft2 Default Leakage Garage (Default)c(Default)c 1 1
TEMPERATURES
Programable Thermostat: N Ceiling Fans:
CoolingJan Feb Mar Apr May Jun rl Jul 11 Au Se Oct Nov Dec
Heatin Jan Feb X Mar Pr May 4 Jun Jul E ]Au4 Sep Oct X Nov Dec
VentJan Feb [X]Mar [X]A r Ma [ Jun Jul ]Aug [ 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(W D) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 80 80 78 78 78 78 78 78 78 78
Cooling(W EH) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 80 80 78 78 78 78 78 78 78 78
Heating(W D) AM 65 65 65 65 65 65 65 68 68 68 68 68
Ptb1 68 68 68 68 68 68 68 68 68 68 68 68
Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 68 68
MASS
Mass Type Area Thickness Furniture Fraction Space
Default(8 Ibs/sq.ft. 0 ft2 0 ft 0.3 BEDROOM 4
Default(8 Ibs/sq.ft. ft2 ft 0.3 CLST 4
Default(8 Ibs/sq.ft. ft2 It 0.3 BEDROOM 3
Default(8 Ibs/sq.ft. ft2 ft 0.3 CLST 3
Default(8 Ibs/sq.ft. ft2 ft 0.3 BATH 2
Default(8 Ibs/sq.ft. ft2 ft 0.3 CLST 2
Default(8 Ibs/sq.ft. ft2 ft 0.3 BEDROOM 2
Default(8 Ibs/sq.ft. ft2 ft 0.3 HALL
3/31/2021 3:38 PM EnergyGaugeb®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 6 of 7
+ S
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
MASS
Mass Type Area Thickness Furniture Fraction Space
Default(8 Ibs/sq.ft. ft2 ft 0.3 CLST 5
Default(8 Ibs/sq.ft. ft2 ft 0.3 HALL 3
Default(8 Ibs/sq.ft, ft2 ft 0.3 BEDROOM 5
Default(8 Ibs/sq.ft. ft2 ft 0.3 BATH 3
Default(8 Ibs/sq.ft. ft2 ft 0.3 HALL 4
Default(8 Ibs/sq.ft. ft2 ft 0.3 FAMILY ROOM
Default(8 Ibs/sq.ft. ft2 ft 0.3 KITCHEN
Default(8 lbs/sq.ft. ft2 ft 0.3 LAUNDRY
Default(8 Ibs/sq.ft. ft2 ft 0.3 OFFICE
Default(8 Ibs/sq.ft. ft2 ft 0.3 FOYER
Default(8 Ibs/sq.ft. ft2 ft 0.3 DINING
Default(8 Ibs/sq.ft. ft2 ft 0.3 MASTER BEDROO
Default(8 Ibs/sq.ft. ft2 ft 0.3 M W IC 1
Default(8 Ibs/sq.ft. ft2 ft 0.3 M W IC 2
Default(8lbs/sq.ft. ft2 ft 0.3 LIVING ROOM
Default(8 Ibs/sq.ft. ft2 ft 0.3 M TOILET
Default(8 Ibs/sq.ft. ft2 ft 0.3 M BATH
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2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ReCErvE°
ESTIMATED ENERGY PERFORMANCE INDEX*= 89 APR ® 7 Z011
The lower the Energy Performance Index, the more efficient1he hoiff ,ittiPg Department
Ji. Lucie county
1. New home or,addition 1. New(From Plans) 12. Ducts, location&insulation level
a) Supply ducts R_ 6.0
2. Detached or multiple-family 2. Detached b) Return ducts R 6.0.
c)AHU location Garage
3. No.of units(if multiple-family) 3. 1
4. Number of bedrooms 4. 4 13. Cooling system: Capacity 46.5
a) Split system SEER 16.0
5. Is this a worst case? (yes/no) 5. No b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area(sq.ft.) 6. 2406 d) Room unit/PTAC EER
e)Other
7.Windows,type and area
a) U-factor:(weighted average) 7a. 0.290
b) Solar Heat Gain Coefficient(SHGC) 7b. 0.181_ 14. Heating system: Capacity 34.0
c)Area 7c. 296.0 a)Split system heat pump HSPF
b)Single package heat pump HSPF
8.Skylights c) Electric resistance - COP 1.0
a) U-factor:(weighted average) 8a. NA _ d)Gas furnace, natural gas AFUE
b) Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace, LPG AFUE
f)Other
9. Floor type,insulation level:
a) Slab-on-grade(R-value) 9a. 0.0
b)Wood, raised(R-value) 9b. 15.Water heating system
c)Concrete, raised(R-value) 9c. a) Electric resistance EF 0.98
b)Gas fired, natural gas EF
10.Wall type and insulation: c) Gas fired, LPG EF
A. Exterior: d)Solar system with tank EF
1.Wood frame(Insulation R-value) 10A1. e) Dedicated heat pump with tank EF
2. Masonry(Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec%
B.Adjacent: g)Other
1.Wood frame(Insulation R-value) 10131. 13.0
2. Masonry(Insulation R-value) 10132.
16. HVAC credits claimed(Performance Method)'
11. Ceiling type and insulation level a)Ceiling fans
a) Under attic 11 a. 30.0 b)Cross ventilation No
b) Single assembly 11 b. c)Whole house fan No
c) Knee walls/skylight walls 11 c. d) Multizone cooling credit
d) Radiant barrier installed 11d. No e) Multizone heating credit
f) Programmable thermostat No
*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 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: 4413 PRESSLER LANE City/FL Zip: FORT PIERCE. FL
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r - �
2017-AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: RESENDIZ RESIDENCE Builder Name:
Street: 4413 PRESSLER LANE Permit Office: ST LUCIE COUNTY
City,State,Zip: FORT PIERCE,FL, Permit Number: Y
U
Owner: ARTEMIO RESENDIZ Jurisdiction: ST LUCIE COUNTY W
Design Location: FL,Fort Pierce U
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit
Ceilinglattic insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings,drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be sealed. shall be insulated by completely filling the cavity with a
Knee walls shall be sealed. 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.
Windows,skylights The space between window/door iambs and framing,and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to
(including maintain permanent contact with the underside of
above-garage subfloor decking,or floor framing cavity insulation shall
and cantilevered floors) 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 botto
to the top of all perimeter floor framing members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation,insulation
Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls.
Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior
or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit,or narrow
Narrow cavities cavities shall be filled by insulation that on installation
readily conforms to the available cavity spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building
be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring a
plumbing in exterior walls,or insulation that on
installation readily conforms to available space shall
extend behind piping and wiring.
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be
on exterior wall tubs shall separate them from the showers and tubs. insulated.
ElectricaVphone box on The air barrier shall be installed behind electrical or communication
exterior walls boxes or air-sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub-floor or drywall.
Concealed When required to be sealed,concealed fire sprinklers shall only be sealed
sprinklers 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 olates and walls or ceilings.
a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400.
3/31/2021 3:38 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TA.PCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3. 1X BUCK, OVER IJASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK. SHALL BE SECURELY DETAILS.
. ALL FASTENERS TO BE CORROSION RESISTANT.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 1
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER,).
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK, MINIMUM
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER. OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC. RECEIVED
12. UNITS MUST BE GLAZED PER ASTM E1300-04,13 APPROVED
PAT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE APR A q
2021
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. Permitting D2aartmeflt
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. St. LUCK:COLfitY
SIGNED:0111912015
VIWINCO, INC.
MORGANTOWN BUSINESS PARK, P.O. BOX 499 D�j7//
TABLE OF CONTENTS SIGNATURE/CAMBRIDGE/OCEANVIEW SINGLE HUNG ir• p„§1251 �•�k_
SHEET NO. DESCRIPTION 48" X 72" REINFORCED NON—IMPACT r ^,q` (A
NOTES �q0 TAT OF
1 ELEVATION, ANCHORING AND NOTES DRXA_14 DWG 140. RD/ i�'�'••'�<p(j�Q?•"���
2 CROSS
3 4 INSTALLATION DETAILS B.O.M. 0 SCALE NTS DATE 01/OS/15 8 SHEET606
NS AND 0F 6
REVISIOiJS
REv DESCRIPTION _ _ DATE-1 APPROVED
- 48" MAX FRAME WIDTH - -_ 48" MAX FRAME WIDTH - _I
'lAX {-- 7[" RdAX O.C. I-- 3 MAX 6" MAX -1 MAX.SO.C. I— ` fi MAX
MAY.
6" MAX
/ 12" MAX. / —!
/ 0r /
12" MAX—r O.C.
80" I O 80" —[I � D.C.
MIAX MAX
FRAME I FRAME
HEIGHT � x HEIGHT
4 Q
3" MAX
1 k 6" MIAX
S-SERIES SINGLE HUNG CAMBRIDGE SINGLE HUNG
EXTERIOR VIEW EXTERIOR VIEW
FIN INSTALLATION FRAME INSTALLATION
SIGN PRESSURE RATING PACT RATING
±55.OPSF NONE
HARDWARESCHEDULE
A. (2)CONSTANT FORCE BALANCES ONE IN EACH JAMB
B. (2)DIE CAST ZINC PIVOT BARS AT EACH END OF OPERABLE SASH BOTTOM RAIL
C. (2)ZINC SWEEPING CAM LOCKS WITH ADJACENT KEEPERS AT MEETING RAIL,8"'FROM EACH END
D. (2)VINYLTILT LATCHES AT EACH END OF INTERIOR MEETINGRAIL SIGNED:0111912015
E. VIWINCO ALUMINUM REINFORCEMENT IN ALLSASH MEMBERS VIWINCO, INC. `��\11111,1/111
MORGANTOWN BUSINESS PARK, P.O. BOX 499 ��`��5 v'-.to2����i�
MORGANTOWN, PA 19543
NOTES:
1. FIXED SASH SIZE: 43" X 35° SIGNATURE/CAMBRIDGE/OCEANVIEW SINGLE HUNG p 6
2. ACTIVE SASH SIZE: 44" X 36" 1 .*=
48" X 72" REINFORCED NON—IMPACT
= �����1
3. MAXIMUM D.L.O. SIZE: 40 1/2" X 33 1/2" ELEVATIONS .�0 TAT E OF ty�
.!O•.
4. (2) 1" X 1/8" WEEP SLUT 2" FROM JAMBS AT SILL. aRaww: DWG N0. Rei �i^� "'�LQR�OP•�$a
.1 NTS onrE 01/OS/l5 08 50�606OF 6
/'��iss1ONAl.1E `,1�
REVISIONS
1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK \ �\
BY OTHERS 1 3/8" MIN.
EMBEDMENT
BACKEP. ROD
& APPROVED SHIM SPACE
SEALANT
u\ 1 3/8" MIN, 1/4" MAX.
#10 WOOD SCREW EMBEDMENT r SHIM SPACE
INTERIOR
O 1/2" MIN.
EDGE ❑a
DISTANCE
I --- 0 I i
#10 WOOD a o 0
SCREW
EXTERIOR p INTERIOR ;r
p
WOOD FRAMING -
OR 2X BUCK O
BY OTHERS
BACKER ROD
& APPROVED EXTERIOR
SEALANT
SILL TO BE SET JAMB INSTALLATION DETAIL
ON A BED of WOOD FRAMING OR 2X BUCK INSTALLATION
APPROVED CONSTRUCTION
SEALANT
BACKER ROD�
& APPROVED ❑ 1/4" VAX.
SEALANT LJ L� SHIM SPACE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SIGNED:0111912015
VERTICAL CROSS SECTION VIWINCO, INC. \���g�1Rll'Cp���i/
WOOD FRAMING OR 2X BUCK INSTALLATION MORGANTOWN BUSINESS PARK, P.O. BOX 499 `�`Jti /"
SIGNATURE/CAMBRIDGE/OCEANVIEW SINGLE HUNG o,ft�5 k
NOTES: _= 'o
I/�/l��(� _
1.INTERIOR AND EXTERIOR FINISHES,B Y OTHERS, 48" X 72" REINFORCED NON-IMPACT S � '��
NOT SHOWN FOR CLARITY FRAME INSTALLATION DETAILS ��0, TAT OF tV
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: EV �� (+•F<p R tin•\���
DESIGNED IN ACCORDANCE WITH ASTM E2112 V.L. 08-02606
SCALE NTS I DATE 01/05/15 JSHEEr3 OF 6 /!��IONAl11"�\
� v
REVISIONS
REV DESCRIPTION DATE APPROVED
3/4" MIN.
EDGE DISTANCE
METAL
STRUCTURE
BY OTHERS b 1/4" MAX.
SHIM SPACE
APPROVED a; O o 1/4" MAX.
SEALANT SHIM SPACE
� INTERIOR
3/4" MIN. [JO
❑ II 0 \� #10 SMS OR EDGE DISTANCE
SELF DRILLING
SCREW �Q
O #10 SMS OR
SELF DRILLING r�
SCREWS
METAL co
STRUCTURE 0
BY OTHERS
BACKER ROD EXTERIOR
2i APPROVED
0 r SEALANT
JAMB INSTALLATION DETAIL
OMETAL STRUCTURE INSTALLATION
EXTERIOR INTERIOR
I
NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SILI. TO BE SET DESIGNED IN ACCORDANCE WITH ASTM E2112
ON A BED OF
APPROVED CONSTRUCTION
SEALANT
BACKER ROD
3c APPROVED
SEALANT ❑ 1/4" MAX. SIGNED:0111912015
I= _SHIM SPACE VIWINCO, INC. \\\`S RIILOY7Y�/
METAL MORGANTOWN BUSINESS PARK, P.O. BOX 499 �� \
STRUCTURE MORGANTOWN, PA 19543
BY OTHERS F
SIGNATURE/CAMBRIDGE/OCEANVIEW SINGLE HUNG 0,, 51 *=
48" X 72" REINFORCED NON-IMPACT - _Jt�( lt -
VERTICAL CROSS SECTION FRAME INSTALLATION DETAILS 0 TIA7E OF tV=
METAL STRUCTURE INSTALLATION /0, A Q •kid
[CALE
AWN: DWG NO. REV / �s 0R`D••�,�����
NT$ DATE D1/D5/15 08 SOEET460F 6
e r•
2 1/2" MIN. --.I REVISIONS
EDGE DISTANCE I REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY I j
BY OTHERS
4� <
d 1 1/4" MIN.
OPTIONAL 1 X BUCK °d' a EMBEDMENT
SEE NOTES 3 — 7 a _ 1 1/4" MIN.
SHEET 1 EMBEDMENT _I
CONCRETE/MASONRY
BACKER ROD 1/4" MAX. 1/4"
OTHERS
&. APPROVED
SEALANT SHIM SPACE OPTIONAL 1X BUCK v _ 1/4" MAX.
SEE NOTES 3 — 7 I~SHIM SPACE
SHEET 1 o
3/16" TAPCON v INTERIOR
3/16" TAPCON
°. e o�
u LL
EXTERIOR INTERIOR 2-1/2" r o
MIN. _....
0 ` '� EDGE a a
DISTANCE a
0 ° a o
BACKER ROD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
SILL TO BE SET CONCRETEMASONRYWSTALLATION
B ON A BED OF
BACKER ROD
& APPROVED APPROVED CONSTRUCTION
SEALANT
SEALMIT � � NOTES:
L INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL 1X BUCK �'—I �❑ 1/4" MAX. NOT SHOWN FOR CLARITY.
SEE NOTE 3 — 7 �� r SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SHEET 1 �— t DESIGNED 1N ACCORDANCE WITH ASTM E2112
SIGNED:0111912015
CONCRETE/MASONRY —� °
BY OTHERS a VIWINCMORGANTOWN BUSINESS O�PARK, P.O. BOX 499 �Z�\\% ft..I to
° d Ji
d° 543 1+••��GENS�9�y SIGNATURE/CAMBRIDGE/OCEANVIEW SINGLE HUNG *• 0y V51 48" X 72" REINFORCED NON-IMPACT FRAME INSTALLATION DETAILS ��, TAT ��;
VERTICAL CROSS SECTION ° Re' ��io��iS':c<ORIOP����
CONCRETE/MASONRYINSTALLATION SCALE DATE OS 50�sos - ij��S;pNAL1E�,�\�
NTS 01/05/15 5 OF 6 111
REVISIONS
1 1/2" MIN. REv CESCRIPTION DATE MPROVEO
EMBEDMENT
#8 WOOD WOOD
SCREW �� FRAMING
BY OTHERS
�\ r 1/4" MAX.
—1 SHIM SPACE
7/16" MIN -'
EDGE DISTANCE O =c WOOD FRAMING -{ 1/4" MAX
BY OTHERS I SHIM SPACE
I
a o
INTERIOR
1 1/2-
MIN.
EMBEDMENT Q
o �
#8 WOOD CI
SCREW O
0 7/16" MIN L3
EDGE DISTANCE
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
EXTERIOR INTERIOR
II NOTES:
�J 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT SY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1/4" MAX
(� ❑ SHIM SPACE
IIlpll
�- SIGNED:0111912015
7/16" MIN
EDGE DISTANCE VIWINCO, INC. ``��itlll►U1j�
MORGANTOWN BUSINESS PARK, P.O. BOX 499 \�\��$ R• 'Lp�//���
#8 WOOD WOOD MORGANTOWN, PA 19543 ti.��CENS 9s%
SCREW FRAMING
1 1/2" MIN. BY 01HERS SIGNATURE/CAMBRIDGE/OCEANVIEW SINGLE HUNG _*• 0,,¢y?�1 yt=
EMBEDMENT 48" X 72" REINFORCED NON-IMPACT
FIN INSTALLATION DETAILS ' TATE OF ;e�
VERTICAL CROSS SECTION DRAWN: owc No. Rei ice•• <pRtiDP;•���+
WOOD FRAMING OR 2X BUCK INSTALLATION ISCALE.L. DATE 08 02E606 — i��fi'SS pNAii � \`tip
NTS 01/05/15 6 OF 6
L. Roberto .Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NC 27023 Report No.: 513385A
434-688-0609
rllomas@lrloniaspe.com
Manufacturer: Viwinco, Inc.
Morgantown Business Park
P.O. Box 499
Morgantown,PA 1954
Product LinelcSignatur ambridge/Oceanvi w Single Hung-48"x 72"
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02606,prepared,signed and sealed by Luis Roberto Lomas P.E.
2. Report No.:ATI 75147.01-109-47 signed by Michael D.Stremmel, P.E.
Architectural Testing, Inc.,York, PA
AAMA/WDMA/CSA 101/I.S.2/
Design pressure: ±55.17psf
Water penetration resis nce 8.36psf
3. Anchor calculations, re rt numbe 85-1,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of e:
• Maximum design press ±55.Opsf
• Maximum unit size: 48"x 72"
• Units must be glazed pe T
• This product is not rated to be used in the HVHZ.
• This product is not impact resistant and requires impact protection in wind borne debris regions.
• Frame material to be rigid PVC.
Installation:
Units must be installed in accordance with approval document,08-02606.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
0
E N S'�.•�ct��'`�
. e
a 51
• TATE OF
0.
%NAL
�llllltl�
1 of 1 Luis R. Lomas, P.E.
FL No.:62514
10/16/2020
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
April 25, 2019
Product Approval Administrator
Building Codes & Standards Section
Department of Business & Professional Regulations
1940 North Monroe Street, Suite 90
Tallahassee, FL 32399-2100
Ref: Viwinco In .
Signature Series Vinyl Single Hung Window(N.I.)
Ocean lew eves in
Certificate of Independence
Dear Sirs,
As the design engineer retained by Viwinco, Inc. on the product referenced above, I do
hereby declare that I do not have and will not have any financial interest in any company
manufacturing or distributing the above referenced product, nor do I have or will have any
financial interest with any other entity involved in the approval process of the product.
Sincerely,
No 70592
ST OF :'UJ�
Sealed 4125/19
Javad Ahmad, P.E.
Director of Engineering
9360 Sunset Drive,Suite 2201 Miami,FL 33173 T:305.264.8100 I F:305.262.6978 I www.afceng.com alfarooa@afcene.com
ALsFAROOQCORPORATION
WINCONSULTING ENGINEERS & PRODUCT DEVELOPMENT
ENGINEER'S STATEMENT OF CODE COMPLIANCE
November 4,2020
Product Approval Administrator
Building Codes& Standards Section
Department of Business&Professional Regulations
1940 North Monroe Street, Suite 90
Tallahassee,FL 32399-2100
Ref: FL#29511
To whom it may concern,
I have reviewed the above referenced product and find to the best of my knowledge that it conforms to the
requirements of the 711 Edition(2020)of the Florida Building Code,with no changes required.
As the design engineer retained by Viwinco Inc.on the product referenced above,I do hereby declare that I
do not have and will not have any financial interest in any company manufacturing or distributing the above
referenced product, nor do I have or will have any financial interest with any other entity involved in the
approval process of the product.
Sincerely,
FARO
OCEN
No.8
Jalal Farooq,P.E. Sealed: 11/4/20
CFO
9360 Sunset Dr.,Ste 2201 Miami,FL 33173 T:305.264.8100 F:30S.262.6978 www.afceng.com I alfaroop@afceng.com
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 1RANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCUIIS WITH
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3, 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 19. ALL FASTENERS TO BE SHALLCORR BE S AISTAhJT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
6. WHERE 1X BUCK. IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE M, TYPE 1 (OR GREATER.).
7. BUCKS SHALL. EXTEND BEYOND WINDOW INTERIOR FACE 50 THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK M1141MUM
PROVIDED. 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS P.EOUIRED AT SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR IN SHEET 2.
GREATER. OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 21.UNITS MAY BE INSTALLED HORIZONTALLY OR VERTICALLY.
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH RN INTO WOOD FRAMING OR 2X BUCK USE #5 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:0111512015
MORGANTOWN UISINESSO,PARK, P.O. BOX 499 ��� SRI'..4i/-,
MO NN PA 19543 1 y_%r ENS*-f '"��
TABLE OF CONTENTS SIGNATURE/VIWINCO FIXED fit• p5 *
Ei
SHEET fv0. DESCRIPTION 72" X 84" — NON—IMPACT =a-3// � c ,�y
_ NOTES �q0, STATi�a`
1 NOTES DRAWN: D'tC W0. REV %O�••A,
/IFS,. 0RItlQ'
2 ELEVATIONS SCALE o.ArE O8 s0 2604 - ////S/0(�A11Ea�'N
3 - 6 INSTALLATION DETAILS NTS 01/05/15 1 OF 6it I
REVISIONS
REY DESCRIPTION DATE APPROVED
— 72" MAX FRAME WIDTH -- 72" MAX FRAME WIDTH
2" MAX -- — 12" MAX D.C. —� — 2" MAX 6" MAX I� 12" MAX O.C. 6" MAX
6" MAX
12" /48" / MAX G.C. /
MAX 12"
FRAME MAX O.C.
HEIGHT
84"
VAX
FRAME
HEIGHT
MAX 6" MAX
S-SERIES FIXED CAMBRIDGE FIXED
EXTERIOR VIEW EXTERIOR VIEW
FIN INSTALLATION FRAME INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
±55.OPSF NONE SIGNED:0111512015
VIWINC
INC.
MORGANTOWN BUSINESSO�PARK, P.O. BOX 499 �`.��511R II�I0�1���ii
MORGANTOW 19543 '�V•v\r+ENS�qcf+���
NOTES:
1. (2) 1" X 1/8" WEEP SLOT WITH WEEP COVER 3" SIGNATURE/VIWINCO FIXED ^*• p $�
FROM FROM CORNER OF FRAME ON SILL FACE. 72" X 84" — NON—IMPACT
2. MAXIMUM D.L.O.: 66 1/4" X 78 1/4" ELEVATIONS ��0• TAT OF•��
DRAWN: DWG NO. REV i��.P¢•F�p RVDt-
V.L. 08-02604 - ���iss/OIyAt ti����,
SCALE NTS DATE 01/05/15 SHEET OF 6 /
REVISIONS
REV DESCRIPTION DATE APPROVED
9/16" MIN.
rEDGE DISTANCE
WOOD FRAMING -� - —-
OR 2X BUCK
BY OTHERS
1 3/8" MIN.
�. EMBEDMENT {
MIL ❑ 1 3/8" MIN. 1/4" MAY..
&BAC AIPPROVEED ER ROD1/4' MP.Xi EMBEDMENT r SHIM SPACE
SEALANT SHIM SPACE
9/16" MIN. ❑
LLL��r J
EDGE DISTANCE
`-#12 WOOD SCREW
\ Q INTERIOR
#12 WOOD-'
SCREW
WOOD FRAMING J T lUl -
EXTERIOR INTERIOR 0R 2Y. BUCK EXTERIOR
BY OTHERS
BACKER. ROD
& APPROVED
SEALANT
#12 WOOD SCREW JAMB INSTALLATION DETAIL
BACKER ROD _ WOOD FRAMING OR 2X BUCK INSTALLATION
& APPROVED I-- 1/4" MAX.
SEALANT SHIM SPACE
WOOD FRAMING �\ 1 3/8" MIN.
OR 2X BUCK EMBEDMENT
BY OTHERS $
i
VERTICAL CROSS SECTION SIGNED:0111512015
WOOD FRAMING OR 2X BUCK INSTALLATION
VIWINCO, INC.
MORGANTOWN BUSINESS PARK, P.O. BOX 499 �\\\1�S,R.... .//ice
MORGANTOWN, PA 19543 'y•��GENS+�9s
NOTES: SIGNATURE/VIWINCO FIXED
1.INTERIORAND EXTERIOR FINISHES,BYOTHERS, 72 X 84" - NON-IMPACT
NOT SHOWN FOR CLARITY. FRAME INSTALLATION DETAILS ���• gTA OF
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE • , p
DESIGNED IN ACCORDANCE WITH ASTM E2112 oRAwN; owc r+o. REV �o� tF <OR1a. \���
SCAV.L ATE 08E NTS D 01/05/15 So E634 �A4
OF 6 //�7Sj� ,�?\��\ -
REVISIONS
REV DESCRIPTION DATE APPROVED
7/8" MIN.
—�EDGE DISTANCE
METAL �.
STRUCTURE `
BY OTHERS 1/4" MAX.
r SHIM SPACE
1/4" MAX.
o SHIM SPACE
APPROVED I ��
SEALANT
7 MIN.
EDGEE D DISTANCE
#12 SMS OR
SELF DRILLING
Q SCREW #12 SMS OR a � INTERIOR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS � EXTERIOR
EXTERIOR INTERIOR \ BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
#12 SMS OR
BACKER ROD
SELF DRILLING fic APPROVED SCREW
SEALANT 1/4" MAX.
F SHIM SPACE
METAL r
STRUCTURE I
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SIGNED:0111512015
MORGANTOWN BUSINESS PARK, P.O. BOX 499 \\\i �R. L 0 II z�i��
MORGANTOWN, PA 19543 ��\�•'••LENS 9s��
NOTES: SIGNATURE/VIWINCO FIXED _*��051
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 72" X 84" - NON-IMPACT J•Q rr�� '-
NOT SHOWN FOR CLARITY FRAME INSTALLATION DETAILS ��0 STATw�
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BEV.L i0.C�' /' P •w`
DESIGNED IN ACCORDANCE WITH ASTM E2112 [0CRAN; DWC ND. RE`/ i�j.+s 0 Rya
A E NTS DATE 01/05/15 08 SO"E�44OF 6 ���is�ONA�,ti ���\
REVISIONS
REV I DESCRIPTION DATE APPROVED
2 I/z" MIN.
EDGE DISTANCE
CONCRETE/MASONRY I
BY OTHERS °
ee ° 1 1/4" MIN.
° e 1 1/4" MIN. EMBEDMENT
OPTIONAL 1X BUCK ° �e' a EMBEDMENT
SEE NOTES 3 - 7 _
SHEET 1 f CONCRETE/MASONRY
BY OTHERS
} OPTIONAL 1X BUCK —� ° -i SHIM SPACE
BACKER ROD a ❑ J SEE NOTES 3 - 7
& APPROVED ((�� 1/a" MAX, SHEET 1
SEALANT SHIM SPACE
1/4" TAPCON
1/4° TAPCON \\
FL
t °
IINTERIOR
2 1 2"
EDGE °
EXTERIOR INTERIOR DISTANCE V° °
I \ 7 EXTERIOR
`- BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED 1 4 TAPCON JAMB INSTALLATION DETAIL
SEALANT / CONCRETE/MASONRYINSTALLATION .�
OPTIONAL 1X BUCK —� \ 1/4" MAX.
SEE NOTE 3 - 7 \ ❑ F SHIM SPACE
SHEET 1
�1' NOTES:
I 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
CONCRETE/MASONRY NOT SHOWN FOR CLARITY.
BY OTHERS c ° 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
° 1 1/4" MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112
EMBEDMENT
e'. °. SIGNED:0111512015
e VIWINCO, INC. >>UUIIu/II�i
� 2 1/2" MIN, MORGANTOWN BUSINESS PA . BOX 499
—EDGE DISTANCE MORG PA 19543 1�y•��C,ENS�9s�i�
VERTICAL CROSS SECTION SIGNATURE/VIWINCO FIXED _*• o 51 *=
CONCRETE/MASONRY INSTALLATION 72" X 84" - NON-IMPACT
FRAME INSTALLATION DETAILSSTATE OF
w�
i0•• P
DRAW . DWO NO. REV • ZORi�.•
08
SCALE NTS onrE 01/05/15 SHEET 540F 6 /''sSjIlNAl1E����,,
REVISIONS
APPROVED SEALANT REv DESCRIPTION DATE PPROVED
BEHIND FIN
\� 1 i/2" MIN.
EMBEDMENT
i>I6 WOOD—�� � WOOD
SCREW '`�.� FRAMING
\ BY OTHERS
....................................` U1p1U U1gfi �, 1/4" MAX.
-r _F SHIM SPACE
J
7/16" MIN
EDGE DISTANCE a � 0 WOOD FRAMING —I 7/4" MAY.
BY OTHERS SHIM SPACE
#6 WOOD— \
;_14
SCREW \
1/2" �
MIIll.
EMBEDMENT
INTERIOR
EXTERIOR INTERIOR
APPROVED SEALANT
BEHIND FIN 0
7/1I MIN
D
EDGE DISTANCE EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
aLJ 1/4" MAX
SHIM SPACE
NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
7/16" MIN J III NOT SHOWN FOR CLARITY.
EDGE DISTANCE \\ �� 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
#6 WOOD WOOD
SCREW FRAMING
�_J 1 1/2" MIN. BY OTHERS SIGNED:0111512015
APPROVED SEALANT J EMBEDMENT
BEHIND FIN
VERTICAL WOODF AMING CROSS
MORGANTOWN BUISINESSO,PARK, P.O. BOX 499 \�Z�J�S R llL0����ii
MORGANTOWN, PA 19543 1�y•.��GEN,4FgdI�•�
SIGNATURE/VIWINCO FIXED 1k• 0 51 it
N D �
X 84" — NON-IMPACT FIN
(�Ffr iv
FIN INSTALLATION DETAILS �0• TAT OF z�
DRAWN; DWG N0. RE'/ RIOQ'
• scAt.E DnrE 03 SOE�604
NTS 01/05/15 6 OF 6
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NC 27023 Report No.: 513383A
434-688-0609
rllomas@lrlomaspe.com
Manufacturer: Viwinco, Inc.
Morgantown Business Park
P.O. Box 499
Morgantow 543
Product Line: SignatureNiwinco Fixed 72"x 84"—Non-Impact
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02604, prepared,signed and sealed by Luis Roberto Lomas P.E.
2. Report No.:ATI 73934.01-109-47-R1 signed by Michael D. Stremmel P.E.
Architectural Testing Inc.,Y
AAMAIWDMAICSA 101/1 .2/A44D513383-ml
Design pressure: ±
Water penetration resista ce 12
3. Anchor calculations, repo mbrepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of
• Maximum design pressur t55.Opsf
• Maximum unit size: 72"x 84"
• Units must be glazed per A TM E 1300
• This product is not rated to be VHZ.
• This product is not impact resistant and requires impact protection in wind borne debris regions.
• Frame material to be rigid PVC.
Installation:
Units must be installed in accordance with approval document, 08-02604.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
\���\I11I1J11/�j�
��� 5 R L
0,451 • *_
TAT 0 F —
ss/ONAI. ����'�\
it11w
1 of 1 Luis R.Lomas, P.E.
FL No.:62514
10/16/2020