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Revisions; Electrical Changes, revised energy calcs & hinged door in attached garage
FILE COPY OFFICE USE ONLY: DATE FILED: �' 12- 12,0 REVISION FEE: �. (9 LOCATION/SITE ADDRESS: PERNIIT # ;-)o 0 3 - D c2 RECEIPT # PLANNING & DEVELOPMENT SERI BUILDING & CODE REGULATION DIVIS 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: ws Y t .a s STATE of FL REG./CERT. #:ST. LUCIE CO CERT. #: BUSINESS NAME: �Q/S i Cd�J 5 %k G% Grin/ QUALIFIERS NAME: ADDRESS: S 4A-704 c fir✓• CITY: FT= PievCg— STATE: FL ZIP: .3 ?$2 PHONE (DAYTIME): 71-7 Z - 370 - 0,�V- FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: l42Ct-! i T d G7 OA.J I C- ADDRESS:, 90(P4v9g.. CITY: ► r . P. v4- STATE: Fl ZIP: 150 PHONE (DAYTINIE): 2- G 0- -,Tl FAX:' 1 7 2- q v^ 2 Y y SLCCC: 9123109 Revised 06130/17 Architectonic Inc St. Lucie County Building. Department Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, FL 34982 September 24, 2020 RE: Stefanakis Residence 4531 S. Indian River Dr. Permit # 2003-0642 To Whom It My Concern i Please be advised that the gas generator indicated on the plans shall be under a' separate permit and shall be a minimum of 10'-0" away from windows or doors per the Florida,Building. Code. 806 Delaware Avenue Tel: 772 460 7751 www.architectonicinc.com Fort Pierce, Florida 34950 Fax: 772 460 4244 FL Reg #AA26003348 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: STEFANAKIS RESIDENCE Builder Name: Street: S. INDIAN RIVER DRIVE Permit Office: ST LUCIE COUNTY City, State, Zip: FORT PIERCE, FL, Permit Number: Owner: GEORGE AND HELEN STEFANIAKIS Jurisdiction: 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 (2005.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Polystyrene Bead AggrER=4.1 1567.00 ftz b, Frame - Wood, Adjacent R=11.0 438.67 ftz 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 3 d. N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types (2032.0 sqft.) Insulation Area a. Roof Deck (Unvented) R=20.0 2032.00 ftz 6. Conditioned floor area above grade (ft2) 2032 b. N/A R= ftz Conditioned floor area below grade (ftz) 0 c. N/A R= ftz 11. Ducts R ftz 7. Windows(257.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: AHU CLST 6 140 a. U-Factor: Sgl, U=0.65 155.00 ftz SHGC: SHGC=0.30 b. U-Factor: Sgl, U=0.65 102.80 ftz 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 29.4 SEER:16.00 c. U-Factor: N/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Strip Heat 27.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 6.877 ft. Area Weighted Average SHGC: 0.280 14. Hot water systems 8. Floor Types (2032.0 sqft.) Insulation Area a. Electric Tankless Cap: 1 gallons a. Slab -On -Grade Edge Insulation R=0.0 2032.00 ftz b. Conservation features EF: 0.900 b. N/A R= ftz None c. N/A R= ftz 15. Credits None Glass/Floor Area: 0.127 Total Proposed Modified Loads: 64.99 P /�f1 QS Total Baseline Loads: 66.90 I hereby certify that the plans and specifications covered by Review of the plans and 11E ST,1?, this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance =' PREPARED BY: with the Florida Energy Code. Before is�completed rr�+r'�:: `:•', `� �O construction DATE: -8- 0 220this building will be inspected for compliance with Section 553.908 *q I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Ener Code SOD y OWNEZ BUILDING OFFICIAL: DATE: Lv 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). 9/8/2020 9:54 AM EnergyGauge® 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: STEFANAKIS RESIDENCE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2032 Lot # Owner Name: GEORGE AND HELEN STEF Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: S. INDIAN RIVER DRIV 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: Singlefamily FL, New/Eyisting: 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 2032 19778.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 BEDROOM 2 159 1478.7 No 0 1 1 Yes Yes Yes 2 CLST 2 20 186 No 0 1 Yes Yes Yes 3 BATH 25 233 No 0 1 Yes Yes Yes 4 SINKS 25 232.5 No 0 1 No Yes Yes 5 PANTRY 78 725.4 No 0 1 Yes Yes Yes 6 BEDROOM 3 151 1404.3 No 0 1 1 Yes Yes Yes 7 CLST 3 15 139.5 No 0 1 No Yes Yes 8 AHU CLST 8 74.4 No 0 1 No Yes Yes 9 LINEN 20 186 No 0 1 No Yes Yes 10 LAUNDRY 118 1097.4 No 0 1 No Yes Yes 11 KITCHEN 170 1581 Yes 0 1 Yes Yes Yes 12 GREAT ROOM 549 5654.7 No 0 1 Yes Yes Yes 13 M HALL 68 632.4 No 0 1 No Yes Yes 14 HALL 64 595.2 No 0 1 No Yes Yes 15 M BATH 155 1441.5 No 0 1 Yes Yes Yes 16 M TOILET 15 139.5 No 0 1 No Yes Yes 17 M W IC 2 30 279 No 0 1 No Yes Yes 18 M WIC 1 30 279 No 0 1 Yes Yes Yes 19 MASTER BEDR00 332 3419.6 No 0 1 1 Yes Yes Yes 9/8/2020 9:54 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 7 FORM R405-2017 INPUT SUMMARY CHECKLIST RhP()RT FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation BEDROOM 2 25 ft 0 159 ft? ____ 1 0 0 2 Slab -On -Grade Edge Insulation CLST 2 2 ft 0 20 ft2 ---- 1 0 0 3 Slab -On -Grade Edge Insulation BATH 5 ft 0 25 ftz ---- 1 0 0 4 Slab -On -Grade Edge Insulation SINKS 1 ft 0 25 ftz ___ 1 0 0 5SIab-On-Grade Edge Insulation PANTRY 6 ft 0 78 ftz ---- 1 0 0 6SIab-On-Grade Edge Insulation BEDROOM 3 10.9 ft 0 151 ftz ---- 1 0 0 7 Slab -On -Grade Edge Insulation CLST 3 1 ft 0 15 ftz ---- 1 0 0 8 Slab -On -Grade Edge Insulation AHU CLST 1 ft 0 8 ftz ---- 1 0 0 9Slab-On-Grade Edge Insulation LINEN 1 ft 0 20 ftz ---- 1 0 0 10SIab-On-Grade Edge Insulation LAUNDRY 1 ft 0 118 ftz ---- 1 0 0 11Slab-On-Grade Edge Insulation KITCHEN loft 0 170 ftz ---- 1 0 0 12SIab-On-Grade Edge Insulation GREAT ROOM 47 ft 0 549 ftz ---- 1 0 0 13SIab-On-Grade Edge Insulation M HALL 1 ft 0 68 ftz ---- 1 0 0 14SIab-On-Grade Edge Insulation HALL 1 ft 0 64 ftz ---- 1 0 0 15SIab-On-Grade Edge Insulation M BATH lift 0 155 ftz ---- 1 0 0 16SIab-On-Grade Edge Insulation M TOILET 1 ft 0 15 ftz ---- 1 0 0 17SIab-On-Grade Edge Insulation M W IC 2 1 ft 0 30 ftz ---- 1 0 0 18SIab-On-Grade Edge Insulation M W IC 1 6 ft 0 30 ftz ---- 1 0 0 19SIab-On-Grade Edge Insulation MASTER BEDRO 36 ft 0 332 ftz ---- 1 0 0 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch 1/ # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Metal 2273 ftz 0 ftz Light N 0.2 No 0.9 No 20 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 2032 ftz N N 9/8/2020 9:54 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) 1 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 (Unvented) BEDROOM 2 0 Blown 159 ft2 0.1 Wood 2 Under Attic (Unvented) CLST 2 0 Blown 20 ft2 0.1 Wood 3 Under Attic (Unvented) BATH 0 Blown 25 ft2 0.1 Wood 4 Under Attic (Unvented) SINKS 0 Blown 25 ft2 0.1 Wood 5 Under Attic (Unvented) PANTRY 0 Blown 78 ft2 0.1 Wood 6 Under Attic (Unvented) BEDROOM 3 0 Blown 151 ft2 0.1 Wood 7 Under Attic (Unvented) CLST 3 0 Blown 15 ft2 0.1 Wood 8 Under Attic (U nvented) AHU CLST 0 Blown 8ft2 0.1 Wood 9 Under Attic (Unvented) LINEN 0 Blown 20 ft2 0.1 Wood 10 Under Attic (Unvented) LAUNDRY 0 Blown 118 ft2 0.1 Wood 11 Under Attic (Unvented) KITCHEN 0 Blown 170 ft2 0.1 Wood 12 Under Attic (Unvented) GREAT ROOM 0 Blown 549 ft2 0.1 Wood 13 Under Attic (Unvented) M HALL 0 Blown 68 ft2 0.1 Wood 14 Under Attic (Unvented) HALL 0 Blown 64 ft2 0.1 Wood 15 Under Attic (Unvented) M BATH 0 Blown 155 ft2 0.1 Wood 16 Under Attic (Unvented) M TOILET 0 Blown 15 ft2 0.1 Wood 17 Under Attic (Unvented) M W IC 2 0 Blown 30 ft2 0.1 Wood 18 Under Attic (Unvented) M W IC 1 0 Blown 30 ft2 0.1 Wood 19 Under Attic (Unvented) MASTER BEDRO 0 Blown 332 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below _ 1 S Exterior Concrete Block - PolystyMBROOM 2 4.1 12 0 9 4 112.0 ft2 0 0 0.2 0 2 W Exterior Concrete Block - PolystyBEDROOM 2 4.1 13 0 9 4 121.3 ft2 0 0 0.2 0 _ 3 S Exterior Concrete Block - PolystyrenDLST 2 4.1 2 0 9 4 18.7 ft2 0 0 0.2 0 4 S Exterior Concrete Block - Polystyrend3ATH 4.1 5 0 9 4 46.7 ft2 0 0 0.2 0 5 S Exterior Concrete Block - Polystyrer684NTRY 4.1 6 0 9 4 56.0 ft2 0 0 0.2 0 6 W Exterior Concrete Block - Polysty6EDROOM 3 4.1 11 0 9 4 102.7 ft2 0 0 0.2 0 7 N Garage Frame - Wood BEDROOM 3 11 14 0 9 4 130.7 ft2 0 0.1 0.2 0 8 E Garage Frame - Wood CLST 3 11 3 0 9 4 28.0 ft2 0 0.1 0.2 0 _ 9 N Garage Frame - Wood CLST 3 11 2 0 9 4 18.7 ft2 0 0.1 0.2 0 _ 10 N Garage Frame - Wood AHU CLST 11 2 0 9 4 18.7 ft2 0 0.1 0.2 0 11 W Garage Frame - Wood LAUNDRY 11 11 0 9 4 102.7 ft2 0 0.1 0.2 0 12 N Garage Frame - Wood LAUNDRY 11 2 0 9 4 18.7 ft2 0 0.1 0.2 0 _ 13 S Exterior Concrete Block- PolystyreKibTCHEN 4.1 10 0 9 4 93.3 ft2 0 0 0.2 0 _ 14 E Exterior Concrete Block - PolystyGREAT ROO 4.1 27 0 10 4 279.0 ft2 0 0 0.2 0 15 S Exterior Concrete Block - PolystyGREAT ROO 4.1 20 0 10 4 206.7 ft2 0 0 0.2 0 16 N Exterior Concrete Block - PolystyrerN BATH 4.1 11 0 9 4 102.7 ft2 0 0 0.2 0 17 W Garage Frame - Wood M BATH 11 13 0 9 4 1 121.3 ft2 0 0.1 0.2 0 18 N Exterior Concrete Block - PolystyrerM W IC 1 4.1 6 0 9 4 56.0 ft2 0 0 0.2 0 _ 19 N Exterior Concrete Block - PolystyidpWTER BE 4.1 18 0 10 4 186.0 ft2 0 0 0.2 0 _ 20 E Exterior Concrete Block - Polystyddi6TER BE 4.1 18 0 10 4 186.0 ft2 0 0 0.2 0 9/8/2020 9:54 AM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 7 FORM R405-2017 INPUT SUMMARY CHECKLIST REPnRT DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated GREAT ROO None .39 3 6 8 20 ft' 2 W Insulated LAUNDRY None .39 2 8 6 8 17.8 ft' 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 1 Metal Low-E Single Yes 0.65 0.25 N 173 ft' 1 ft 0 in 1 ft 4 in None None 2 W 2 Metal Low-E Single Yes 0.65 0.25 N 7.8 ft' 1 ft 0 in 1 ft 4 in None None 3 S 4 Metal Low-E Single Yes 0.66 0.25 N 6.0 ft' ' 1 ft 0 in 1 ft 4 in None None 4 W 6 Metal Low-E Single Yes 0.65 0.25 N 17.3 ft' 1 ft 0 in 1 ft 4 in None None 5 S 13 Metal Low-E Single Yes 0.65 0.25 N 9.0 W 1 ft 0 in 1 ft 4 in None None 6 E 14 Metal Low-E Single Yes 0.65 0,25 N 13.3 ft' 10 ft 0 in 1 ft 4 in None None 7 E 14 Metal Low-E Single Yes 0.65 0.3 N 80.0 ft2 10 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 8 S 15 Metal Low-E Single Yes 0.65 0.3 N 30.0 ft' 10 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 9 N 16 Metal Low-E Single Yes 0.65 0.25 N 12.0 ft'i 1 ft 0 in 1 ft 4 in None None 10 N 19 Metal Low-E Single Yes 0.65 0.25 N 20.0 ft' 1 ft 0 in 1 ft 4 in None None 11 E 20 Metal Low-E Single Yes 0.65 0.3 N 45.0 ftl 10 ft 0 in 1 ft 4 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 4$0 ft' 480 ft' 44 ft 9 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000433 2307.6 126.6& 238.24 .1623 7 HEATING SYSTEM # System Type Subtype Speed Efficiency Capacity Block Ducts 1 Electric Strip Heat/ None COP:1 27 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 29.4 kBtu/hr 882 cfm 0.8 1 sys#1 9/8/2020 9:54 AM EnergyGauge® USA 6.0,02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 7 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Exterior 0.9 1 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None Nona ftz 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 6 140 ftz Attic 14 ftz Default Leakage AHU CLST (Default) c(Default) c 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: CoolingJan Feb HeatinJan Feb Mar Mar HX Apr E Apr f may May Jun Jul 4 Jun f Jul Auge AuM rl Sep Oct f Oct f X} Nov Nov Dec f X� Dec VentingJan Feb Mar [X] Apr [ May [ Jun [ Jul Aug Se [X] Oct [Xl Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) 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 (WEH) 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 (WD) 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 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 ft, 0 ft 0.3 BATH 3 Default(8 Ibs/sq.ft. ftz ft 0.3 BEDROOM 2 Default(8 Ibs/sq.ft. ftz ft 0.3 CLST 2 Default(8 Ibs/sq.ft. ftz ft 0.3 BEDROOM 3 Default(8 Ibs/sq.ft. ftz ft 0.3 CLST 3 Default(8 Ibs/sq.ft. ftz ft 0.3 BATH 2 Default(8 Ibs/sq.ft. ftz ft 0.3 BEDROOM 4 Default(8 Ibs/sq.ft. ftz ft 0.3 CLST 4 Default(8 Ibs/sq.ft. ftz ft 0.3 AHU CLST Default(8 Ibs/sq.ft. ftz ft 0.3 LAUNDRY RM Default(8 Ibs/sq.ft. ftz ft 0.3 DEN Default(8 Ibs/sq.ft. ftz ft 0.3 KITCHEN Default(8lbs/sq.ft. ftz ft 0.3 DINING RM Default(8 Ibs/sq.ft. ftz ft 0.3 HALL Default(8 Ibs/sq.ft. ftz ft 0.3 GREAT ROOM Default(8 Ibs/sq.ft. ftz ft 0.3 HALLWAY 9/8/2020 9:54 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 6 of 7 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. ft2 ft 0.3 FOYER Default(8 Ibs/sq.ft. ft2 ft 0.3 MASTER BEDROO Default(8 Ibs/sq.ft, ft2 ft 0.3 M HALL Default(8lbs/sq.ft. ft2 ft 0.3 M WIC 1 Default(8 Ibs/sq.ft. ft2 ft 0.3 M W IC 2 Default(8 Ibs/sq.ft. ft2 ft 0.3 M TOILET Default(8 Ibs/sq.ft. ft2 ft 6.3 M BATH 9/8/2020 9:54 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 7 of 7 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 AHU CLST 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 29.4 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. 2032 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0,650 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.280 14. Heating system: Capacity 27.0 c) Area 7c. 257.8 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 0.90 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. 11.0 2. Masonry (Insulation R-value) 1062. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 0.0 b) Cross ventilation No b) Single assembly 11b. 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: < P 2, Address of New Hom : S. INDIAN RIVER DRIVE City/FL Zip: FORT PIERCE, FL ys3 s _ 9/8/2020 9:55:16 AM EnergyGauge® USA 6.0.04 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: STEFANAKIS RESIDENCE Builder Name: Street: S. INDIAN RIVER DRIVE Zl.T3S- Permit Office: ST LUCIE COUNTY City, State, Zip: FORT PIERCE, FL, Permit Number: 2-003 —O(p yL Owner: GEORGE AND HELEN STEFANIAKIS Jurisdiction: ST LUCIE COUNTY w Design Location: FL, Fort Pierce v COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit 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 corners 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 jambs 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 bottorr 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 pipinq 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. Electrical/phone 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 plates and walls or ceilings. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 9/8/2020 9:55 AM EnergyGauge® USA 6.0,02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Project Summary Job: VVI'IgB7tS®'�® � ' �% ' Date: SEPT 8, 2020 Entire louse By: QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772466-6796 Email: QUICKCALCS(o@f\OL.COM For: STEFANIAKIS RESIDENCE t45,36- S. INDIAN RIVER DRIVE, FORT PIERCE, FL Notes: _. _ .. ,_. .Desig Ilnforima�ion Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 22580 Btuh Ducts 4946 Btuh Central vent (0 cfM) 0 Btuh (none) Humidification 0 Btuh Piping 0 Btuh Equipment load 27526 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (W) 2032 2032 Volume (W) 19779 19779 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 105 53 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 100 EFF 7.7 kW 26238 Btuh 24 OF 980 cfm 0.036 cfm/Btuh 1.00 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range M Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 15418 Btuh Ducts 6956 Btuh Central vent (0 cfm) 0 Btuh (none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier Equipmenf 0.95 sensible load 21255 Btuh Latent Cooling Equipment Load Sizing Structure 3203 Btuh Ducts 1883 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 5086 Btuh Equipment Total Load (Sen+Lat) Req. total 0.70 SHR 26341 2.5 Btuh ton capacity at Cooling Equipment Summary Make Carrier Trade CARRIER Cond CA16NW03000GOA0 Coil FX4DNF037L AHRI ref 9201884 Efficiency 13.5 EER, 16 SEER Sensible cooling 20580 Btuh Latent cooling 8820 Btuh Total cooling 29400 Btuh Actual air flow 980 cfm Air flow factor 0.044 cfm/Btuh Static pressure 1.00 in H2O Load sensible heat 'ratio 0.81 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A*- wrightsggt- 2020-Sep-08 08:28:44 MCP. "'""` ' ""'"""� ^ Rlght-Suite® Universal 2019 19.0.08 RSU08101 Page 1 ..umnets\Wrightsoft WAC\STEFANAKIS RESIDENCE.rup Cale = MJ8 Front Door faces: E c wrlghtsoft° Duct System Summary Date: SEPT 8, aoao Entire House By: QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466.6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM For: STEFANIAKIS RESIDENCE S. INDIAN RIVER DRIVE, FORT PIERCE, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 1.00 in H2O 0 in H2O 1.00 in H2O 0.500 / 0.500 in H2O 1.000 in/100ft 980 cfm Cooling 1.00 in H2O 0 in H2O 1.00 in H2O 0.500 / 0.500 in H2O 1.000 in/100ft 980 cfm 198 ft Suc�lcranh-DealTabe Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH h 790 28 16 1.000 4.0 Ox 0 VIFx 14.6 115.0 st2 BEDROOM 2 h 3795 135 102 1.000 7.0 Ox0 VIFx 13.4 115.0 st2 BEDROOM 3 c 2445 68 107 1.000 7.0 Ox0 VIFx 11.7 115.0 st2 GREAT ROOM h 4593 164 154 1.000 8.0 Ox0 VIFx 40.9 155.0 st5 GREAT ROOM -A h 4593 164 154 1.000 8.0 Ox 0 VIFx 42.9 155.0 st5 KITCHEN C 2307 60 101 1.000 7.0 Ox0 VIFx 22.3 135.0 st4 LAUNDRY C 1019 11 45 1.000 6.0 Ox0 VIFx 20.7 135.0 st4 M BATH h 1776 63 59 1.000 6.0 Ox0 VIFx 30.0 115.0 st1 M TOILET C 39 1 2 1.000 4.0 Ox0 VIFx 25.2 115.0 st1 M WIC 1 h 750 27 12 1.000 4.0 Ox 0 VIFx 27.2 115.0 stl MWIC 2 c 71 3 3 1,000 4.0 Ox0 VIFx 27.2 115.0 stl MASTER BEDROOM h 3099 110 98 1.000 7.0 Ox 0 VIFx 37.3 135.0 st3 MASTER BEDROOM -A h 3099 110 98 1.000 7.0 Ox 0 VIFx 35.3 135.0 st3 PANTRY h 887 32 27 1.000 5.0 Ox 0 VIFx 23.6 135.0 st4 SINKS h 134 5 4 1.000 4.0 Ox0 VIFx 9.9 115.0 st2 10 Sup Ply- Trunk,Data I Tab'�Ic Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 221 195 1.000 632 8.0 0 x 0 VinlFlx stl st1 Peak AVF 314 271 1.000 712 9.0 0 x 0 VinlFlx st5 Peak AVF 327 307 1.000 740 9.0 0 x 0 VinlFlx SM. st4 Peak AVF 430 480 1.000 728 11.0 0 x 0 VinlFlx st2 st2 Peak AVF 666 709 1.000 903 12.0 0 x 0 VinlFlx wr'ightsQft- 2020-Sep-08 08:28:50 C� A111111-1,O"^'^""��-, Rlght-Suite® Universel 2019 19.0.08 RSU06101 Page 1 ...umnetslWrightsoft WACISTEFANAKIS RESIDENCE.rup Calc = MJ8 Front Door faces: E Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox0 980 980 0 0 0 0 Ox 0 VIFx 4 Ad- wrightsoft- 2020-Sep-08 08:28:60 ""°"'�BekiNre14M°"a6mwn Right-Sulte® Universal 2019 19.0.08 RSU08101 Page 2 �C'A ...umnets\Wrightsoft HVAC\STEFANAKIS RESIDENCE.rup Calc = MJ8 Front Door faces: E -f 1- wrightsoft° Right-M Worksheet Date: SEPT 8, aoao Entire House By: QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: OUICKCALCS@AOL,COM 1 Room name Entire House BEDROOM 2 2 Exposed wall 158.9 ft 25.0 ft 3 Room height 9.7 ft 9.3 ft heat/cool 4 5 Room dimensions Room area 2032.0 ft2 1.0 x 159.0 ft 159.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Stuhlft2= F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 Wj �C L -G 13A-flocs ..._ ... ... 2 glazing, clr low-e 2 glazing, clr low-e ...-a... 0.143 0.650 0.650 n n n , ....4.00 18.20 ....2.19 14.99 � 12 20 ... 312 0 0 "" -. � 1247 218 364 '-.;;:<. _ �2 180 300 , .,; _... _.. 0 0 0 ...,_ .,.. _ 0 0 0 . '0 0 0 .. 0 0 0 11 V)/ C_ ...... F 13A-4ocs 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e 1100 13A466s - 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e. 13A-4ocs 2 glazing, clr low-e 2 glazinq, clr low-e 16X19-0md _ 22A tph 0.143 0.650 0.650 0.650 0.390 � - .. � :-0.1,* 0.650 0.650 0.650 _0.650 0.143 0.650 0.650 0.408 -+` 1.358 , _ a a a a a s' s s s . s w w w. - _ _18.20 4,00 18.20 18.20 18.20 10.92 4.00 18.20 18.20 18.20 18.20 4.00 18.20 , _ ,.18,20 1,59 38.02 -14.99 2.19 33.77 33.77 25.40 10.34 2.19 14.99 14.99 14.99 11.93 2.19 33.77 33.77 ,. _,1.37 _ 0.00 464 45 13 80 , „ 20 532 6 9 18 .._..__-, 30 223 8 18 _,-.,2032 2032 304 0 0 0 20 469 6 9 18 30 198 0 ... 0 r,.,_ 2032 159 1218 819 244 1463 223 ` ` 1877 109 164 322 ___ _ 546 792 142 322 3222 6043 4, . - _ 666 1520 453 2042 211 <" ..1026 90 135 265 _ 358 433 263 597 2780 0 _ _ _ ,_ 0 0 0 0 0 ' 112 0 0 18 _ _.. . 0 121 8 0 . '._ 159 159 0 0 0 0 _ ,< - 0 94 0 0 18 ....,. .. 0 113 0 _ 0 . 159 .. 25 -, , _ _ 0 0 0 0 0 ., .; ' ... 376 0 0 322 ,_. _. _- 0 453 142 ...... 0 <.....252 _ - , . 951 0 0 0 0 0 206 0 0 265 . _ _ . 0 247 263 .. - . 0 218 0 6 c)AED excursion 0 16 Envelope loss/gain 19334 11999 2495 1215 12 a) Infiltration 3246 869 483 129 b) Room ventilation 0 0 0 0 13 Internal gains; Occupants @ 230 0 1 0 0 0 Appliances/other 2550 200 Subtotal (lines 6 to 13) 22580 15418 2978 1544 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 22580 0 15418 135 3113 54 1598 15 Duct loads 22% 45% 4946 I 6956 22% 45% 682 721 Total room load 27526 22374 3795 2319 Air required (cfm) 1980 980 1 1 1351 102 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A&KAd- ➢gF!*s�ree 2020-Sep-08 08:28:44 Rlght-Sulte® Universal 2019 19.0.08 RSU08101 Page 1 ...umnets\Wrightsoft WAC\STEFANAKIS RESIDENCE.rup Calc = MJ8 Front Door faces: E -�1- wrightsoft° Right-M Worksheet Job: Entire House Date: SEPT 8, 2020 QUICK CALCS, INC. By. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772466-6796 Email: QUICKCALCS@AOL.COM 1 Room name CLST 2 BATH 2 3 Exposed wall Room height 2.0 ft 9.3 ft heat/cool 5.0 ft 9.3 ft heat/cool 4 5 Room dimensions Room area 10.0 x 2.0 ft 20.0 ft2 5.0 x 5.0 ft 25.0 ft2 Ty Construction number U-value (Stuh/ft2-°F) Or HTM (13tuhtft2) Area (ft-) or perimeter (ft) Load (Btuh), Area (ft-) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V�✓ _ I--G 13A-flocs :-,-... 2 glazing, clr low-e 2 glazing, clr low-e 13A-4ocs 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e 11DO -„_ - . _. 13A1tocs 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e 2glazing, clrlowe . _. 13A-4ocs 2 glazing, clr low-e 2 glazinq, clr low-e 16X19-0md ._. ... �tph .- ^ 0.143 0.650 0.650 0.143 0.650 0.650 0.650 0.390 0.143 0.650 0.650 0.650 ,__ ..,..0.650 0.143 0.650 0.650 0.408 1.358 ' n ' n n a a a a a •.. s .:. s s s ..s , w w . w 4,00 18.20 18.20 4.00 18.20 18.20 18.20 10.92 :.-._ 4.00 18.20 18,20 18.20 18.20 4.00 18.20 18.20 1,59 38.02 2.19 14.99 14.99 2.19 33.77 33.77 25.40 10.34 2.19 14.99 14.99 14.99 ...__.11,93 2.19 33.77 -- . 33.77 .. _: 1.37 0.00 0 0 0 0 0 0 0 0 = .... . 19 0 0 0 ...:__:0 0 0 0 20 .._ .... 20 0 0 0 0 0 0 0 - , • q 19 0 0 0 ._ .. 0 0 0 0 . 20 2 ..- ... 0 0 0 0 0 0 0 0 .., 74 0 0 0 . .-_ ...0 0 0 0 ' . _., . ' ; 32 76 - 0 0 0 <.. 0 0 0 0 0 ,. >.. < 41 0 0 0 .. _ ..._._.0 0 0 0 . - .._ 27 0 0 0 0 0 0 0 0 `.._, _• .. 47 6 0 0 ._ .:.-.. 0 0 0 - , . 0 25 0 0 0 0 0 0 0 00 . ' 41 6 0 0 w._... 0 0 0 , _, 0 25 .. - .. _ 0 0 , 0 0 0 0 0 . ,..- .- 162 109 0 0 ..F .... _ 0 0 0 0 _ 40 0 0 0 0 0 0 _ _ 0 89 90 0 0 . - ...-. _0 0 0 0 a 34 �G ViV C . - ' .. F .. 6 c)AED excursion -2 -6 Envelope loss/gain 182 66 501 206 12 a) Infiltration 39 10 97 26 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 221 76 598 232 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 -221 0 0 -76 0 0 50 648 0 17 250 15 Duct loads 22% 450/a 0 0 22% 45% 142 113 Total room load Air required (cfm) 0 0 0 0 790 28 316 16 Calculations approved bvACCA to meet all requirements of Manual. J 8th Ed. f'I.f- wrigt�tsgt°t� 2020-Sep-08 08:28:44 Right-SulteO Universal 2019 19.0.08 RSU08101 Page 2 ...umnets\Wrightsoft WACISTEFANAKIS RESIDENCE.rup Calc = MJ8 Front Door faces: E - - wrightsoft° Right-J® Worksheet Job: Entire House Date: SEPT 8, 2020 QUICK CALCS, INC. By. 317 ST LUCIE LANE, FORT PIER(;E, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name SINKS PANTRY 2 3 Exposed wall Room height 0 ft 9.3 ft heat/cool 6.0 ft 9.3 ft heat/cool 4 5 Room dimensions Room area 5.0 x 5.0 ft 25.0 ft' 13.0 x 6.0 ft 78.0 ftz Ty Construction number LI-value (Btuh/ft? °F) Or HTM (Btuh/ft') Area (ftz) or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 v� I-G t-L' 13A-flocs .-.....,.;., . 2 glazing, cir low-e 2 glazing, cir low-e `0.143 0.650 0.650 ., n., n n 4.00 18.20 18.20 .,.-.2.18 14.99 14.99 ...0 0 ._ 0 0 0 „ 0 ..; _..._._.0 0 .., 0 0 ._ .. 0 0 -0 0 ._ .-..,_. 0 0 < ... 0 0 11 W „ C .`„ F_ 13A-4ocs 2 glazing, cir low-e 2 glazing, cir low-e 2 glazing, cir low-e 1100 13A-4ocs " _ .< _, ,. 2 glazing, clr low-e 2 glazing, cir low-e 2 glazing, cir low-e 2glazing, clrlow-e..-,.. 13A-4ocs 2 glazing, cir Iow-e 2glazinq, cir low-e 16X19-0md , 22A-tph 0.143 0.650 0.650 0.650 0.390 ...... 0.143 0.650 0.650 0.650 0.650..s, 0.143 0.650 0.650 OA08 1.358 , a a a a a s s s is w w w, . -. -.. 4.00 18.20 18.20 18.20 10.92 ..: 4.00 18.20 18.20 18.20 .,.>18.20.,,..11.93...,... 4.00 18.20 ..-_18.20 1.59 < .38.02 _ 2.19 33.77 33.77 25.40 , 10.34 2.19 14.99 14.99 14.99 2.19 33.77 33.77 1.37 ,.. 0.00 •_, .. 0 0 0 0 0 0 0 0 0 _0 0 0 0 .,.. _.,25 25 0 0 0 0 0 .., ...,. 0 0 0 0 ._..:.._.0 0 0 0 25 .._. .-. 0 0 0 0 0 0 .._ 0 0 0 0 ..... 0 0 0 0 40 - ... 0 0 0 0 0 0 ... ,.0 0 0 0 0...,._ 0 0 , 0 _ .._ 0 0 0 0 0 0 .... .. 56 0 0 0 .0._-.,_._._0.:__..:.:...0 0 0 0 - . 78 0 0 0 0 0 .._ ...,, 56 0 0 0 0 0 .. ,`.. 0 .: 78 0 0 0 0 0 ..._..223 0 0 0 0 0 ,.,,. 0 ..... 0 0 0 0 0 ., 122 0 0 0 :_.0 0 0 0 .. 1070 6 c)AED excursion 1 11 Envelope loss/gain 40 33 575 218 12 a) Infiltration 0 0 116 31 b) Room ventilation 0 0 0 0 13 Internal gains: ` Occupants @ 230 0 0 0 0 Appliances/other 0 150 Subtotal (lines 6 to 13) 40 33 691 399 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 70 110 0 34 68 0 36 727 0 30 429 15 Duct loads 221/6 45% 24 30 22% 45% 159 194 Total room load Air required (cfm) 134 b 98 4 887 32 623 27 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Fid- w�rigF�tsoie® �- 2020-Sep-08 08:28:44 Rlght-Suite® Universal 2019 19.0.08 RSU08101 Page 3 ...umnets\Wrightsoft WAC\STEFANAKIS RESIDENCE.rup Celc = MJ8 Front Door faces: E -}�- wrightsoft Right-J® Worksheet Job: Entire House Date: SEPT 8, 2020 QUICK CALLS, INC. By. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL,COM 1 Room name BEDROOM 3 CLST 3 2 3 Exposed wall Room height 10.9 ft 9.3 ft heat/cool 0 ft 9.3 ft heat/cool 4 5 Room dimensions Room area 1.0 x 151.0 ft 151.0 ft' 1.0 x 15.0 ft 15.0 ftz Ty Construction number LI-value (Btuh/ftk*F) Or HTM (Btuh/ft) Area (ft2) or perimeter (ft) Load (Btuh) Area (ftz) or perimeter (ft) Load (Btuh) Heat Cool I Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 11 � . U�J �-G V�J IL -----CC C .....: F. 13A;4ocs"......... ,. _ 2 glazing, cir low-e 2glazing, cir.low-e..__ 13A-4ocs 2 glazing, cir low-e 2 glazing, clr low-e 2 glazing, clr low-e 1100 13A1tocs" .. . ........ 2 glazing, clr low-e 2 glazing, cir low-e 2 glazing, clr low-e 2 glazing, cir low-e ._. 13A4ocs 12 glazing, cir low-e 2 plazirm, cIr low-e 16X19-0md . ... 22A tph .. 0.143' 0.650 _._ ."0.650 0.143 0.650 0.650 0.650 0.390 .. : 0.143 0.650 0.650 0.650 ... _ 0.650 0.143 0.650 0.650 0.408 1.358 n n n_ 'e a a a a " s' s s s __a w w w ` - 4.00 18.20 18.20 4.00 18.20 18.20 18.20 10.92 4.00 18.20 18.20 18.20 __18.20 4.00 18.20 18.20 1.59 38.02 ..... 2.19 14.99 .14.99 2.19 33.77 33.77 25.40 10.34 2.19 14.99 14.99 14.99 ....11.93 2.19 33.77 ,._ 33.77 < _ .1.37 _ , 0.00 ` -- 0 0 :._.:.._ 0 0 0 0 0 0 0 0 0 0 _......: 0 102 0 18 . .. 151 151 0 0 ..._._. 0 0 0 0 U .._ _ .. 0 0 0 0 .. _. .. 0 8S 0 0 , „_ ; _.151 _ .., .... 11 ..._..._._0 0 .- 0 0 0 0 0 . .... 0 0 0 0 ....... 0 339 0 322 ; 239 415 . �.,_.__.._0 0 ._: ....0 0 0 0 0 I . . 0 0 j 0 0 . ,_. __ 0 185 0 597 i, _ , 207 0 .. 0 0 .. __-0 0 0 0 0 : 0 0 0 0 .. -0 0 0 0 ......_ 15 ...... 15 ,,...,_....0 0 .... _.0 0 0 0 0 .. .,..>..> U 0 0 0 ..... w . 0 0 0 , „ 0 , .. __ _,15 0 ..,... 0 0 -.._...._.0 0 0 0 0 . ... _ . 0 0 0 0 ... "0 0 0 0 . ..... 24 0 :. 0 0 _ 0 0 0 0 0 ... .. 0 0 0 0 0 . _.. _0 0 0 0 .._. 21 0 6 c)AED excursion 207 -1 Envelope loss/gain 1315 1195 24 20 12 a) infiltration 213 57 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 400 0 Subtotal (lines 6 to 13) 1528 1652 24 20 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 38 1566 0 32 1685 0 -24 0 0 -20 0 15 Duct loads 22% 45% 343 760 22% 45% 0 0 Total room load Air required (cfm) -L- 1909 68 2445 107 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -F 4 wrµgFatsofe® 2020-Sep-08 08:28:44 ,gC& Right -Suite® Universal 2019 19.0.08 RSU08101 Page 4 ...umnets\Wrightsoft WAC\STEFANAKIS RESIDENCE.rup Calc = MJ8 Front Door faces: E 9 -F�1- wrightsoft9 Right-J® Worksheet Job: Entire House Date: SEPT 8, 2020 QUICK CALCS, INC. By. 317 ST LUCIE LANE, FORT PIERpE, FL 34946 Phone: 772.466-6799 Fax 772466-6796 Email: QUICKCALCS@AOL.COM 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area AHU CLST O ft 9.3 ft heat/cod 4.0 x 2.0 ft 8.0 ftz LINEN O ft 9.3 ft heat/cool 2.0 x 10.0 ft 20.0 ft' Ty Construction number U-value (Btuh/ft;°F) Or HTM (Btuh/ftz) Area (ftz) or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V�V I-� 13A-4ocs -' 2 glazing, clr low-e 2 glazing, clr low-e 13A4ocs 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e 11 DO _-.,_........ 13A�ocs 2 glazing, clr low-e 2 glazing, dr low-e 2 glazing, clr low-e 2 glazing, clr low-e, „ „ 13A-4ocs 2 glazing, clr low-e 2 glazina, clrlow-e 16X19,0md . 22A-tph - 0.143 0.650 0.650 0.143 0,650 0.650 0.650 0.390 0.143 0.650 0.650 0.650 -__-0.650 0.143 0.650 0.850 ....; 0.408 1.358 . � ri n n a a a a a -'s s s s _ s . w w w. .r . _ ._,.. 4.00 18.20 18.20 4.00 18.20 18.20 18.20 ,_ 10.92 4.00 18,20 18.20. 18.20 ,,.18.20 4.00 18.20 18.20 1.59 - 38.02 � 2.19 14.99 14.99 2.19 33.77 33.77 25.40 , _ 10.34 2.19 . 14.99 14.99 14.99 .__� ,11,93 2.19 33.77 _. 33.77 _:._. 1.37 . 0.00 `- 0 0 .: 0 0 0 0 0 .. - _._0 0 0 0 0 .:. .._ . 0 0 0 0 ....... _ 8 .; _ . 8 0 0 0 0 0 0 0 -„.. 0 0 0 0 0 . .... 0 0 0 _v�, .,. 8 0 0 . ._ _. 0 0 0 0 0 0 0 0 0 0 .. O 0 0 _-._13 0 ._ 0 0 . _ ..- 0 0 0 0 0 0 0 0 0 0 .. , . 0 0 0 - � --. 11 0 0 0 . - ... 0 0 0 0 0 0 0 0 0 0 _ ...... 0 0 _, 0. -_ 20 20 0 0 0 0 0 0 0 0 0 0 0 0 _.- ..... a 0 0 .��._:�.20 0 ... 0 0 0 0 0 0 0 ... - .0 0 0 0 0 0 0 0 _. , ..32 ,. 0 .- 0 0 0 0 0 0 0 0 0 0 0 0 ._ _._ .. , 0 0 0 _... 27 0 �G VU C ... i 6 c)AED excursion 0 -1 Envelope loss/gain 13 11 32 27 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 13 11 32 27 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 45% 0 0 -13 0 0 0 0 -11 0 0 22% 45% 0 0 32 0 0 0 0 -27 0 0 Total room load Air required (cfm) 0 0 0 0 0 0 0 0 Calculations approved NACCA to meet all requirements of Manual J 8th Ed. wrrltpht:sc�Yt- 2020-Sep-08 08:28:44 ,gip\ Right -Suite® Universal 2010 19.0.08 RSU08101 Page 5 ...umnets\Wrightsoft WVAC\STEFANAKIS RESIDENCE.rup Calc = MJ8 Front Door faces: E - wrightsoft Right-JO Worksheet Job: Entire House ®ate: SEPT 8, 2020 QUICK CALCS, INC. By. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772.466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL:COM 1 Room name LAUNDRY KITCHEN 2 3 Exposed wall Room height 0 ft 9.3 ft heat/cool 10.0 ft 9.3 ft heat/cool 4 5 Room dimensions Room area 1.0 x 118.0 ft 118.0 ft' 17.0 x 10.0 ft 170.0 ft2 Ty Construction number U-value (Bluh/ft'-°F) Or HTM (Btuh/ft') Area (ft2) or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 1N L--'1 C, `.-.. F 13A flocs" .. _.....:. 2 glazing, cir low-e 2 glazing, cir low-e _ 13A,4ocs 2 glazing, cir low-e 2 glazing, cir low-e 2 glazing, cir low-e 11 D0 - .. 13A-4ocs 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, cir low-e 2glazing, clr low-e 13A-flocs 2 glazing, cir low-e 2 alazina, clr low-e 16X19-0md , 224-tph.. .„, ._..... 0.143 0.650 0.650 0.143 0.650 0.650 0.650 0.390 <'""'0.143 0.650 0.650 0.650 _.,0.650 0.143 0.850 0.650 0.406 . 1.358 „n.. n _ e a a a a '-s s s s .,a . w w „ w . ,.-_ 4,00 18.20 18.20 14.00 18.20 16.20 18.20 10.92 : 4.00 18.20 18.20 18.20 _,_:18.20 4.00 18.20 18.20 , .y 1.59 38.02 _. 2.19 14.99 14.99 2.19 33.77 33.77 25.40 ... 10.34 2.19 14.99 14.99 14.99 s..:-.11.93 2.19 33.77 _ . 33.77 :_... 1.37 .... O.OD 0 0 0 0 0 0 0 :r _. 0 0 0 0 0 = 0 0 0 0 ,...., 118 118 - 0 0 0 _ 0 0 0 0 0 0 0 0 0 _ ._.. 0 0 0 0 ., .,,... 118 ...v. . ..., ..-.,_ _ 0 0 0 0 0 0 0 _ . 0 0 0 0 0 ... 0 0 0 0 187 ......,.D _„ 0 0 - 0 0 0 0 0 0 0 0 0 0 .._. __w0 0 0 ... 0 ..._ .. ,.1.61 0 -. ,. 0 0 , , 0 0 0 0 0 93 0 9 0 -.. ,:0 0 0 ..._ .. 0 ......170 170 .. ..:...., 0 0 0 0 0 0 0 - 84 0 9 0 ...-.. .,0 0 0 .. 0 10 .,__......_., .... --0 0 - ._ -_,0 0 0 0 0 0 336 0 164 0 :....._ 0 0 0 0 ..,.,.,..270 380 0 0 0 0 0 0 0 184 0 135 0 : _ ..0 0 0 0 _. 233 0 _.......... v 6 c)AED excursion -17 -42 Enwlope loss/gain 187 144 1150 509 12 a) Infiltration 0 0 193 52 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 500 1000 Subtotal (lines 6 to 13) 187 1 644 1343 1661 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 69 257 0 58 702 0 34 1377 0 29 1590 15 Duct loads 22% 45% 58 317 22% 45% 302 717 Total room load Air required (cfm) 313 11 1019 45 1679 60 2307 101 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Aft- - =Lq"t -4vt- 2020-Sep-08 08:28:44 , Rlght-Sulte® Universal 2019 19.0.08 RSU08101 Pa e 6 ...umnets\wrightsoft HVAC\STEFANAKIS RESIDENCE.rup Calc = MJ8 Front Door faces: E 9 - - wrightsoft° flight-JO Worksheet Dat Entire House Date: SEPT 8, 2020 QUICK CALCS, INC. By: 317 ST LUCIE LANE, FORT PIER(;E, FL 34946 Phone: 772.466-6799 Fax 772466-6796 Email: QUICKCALCS t@AOL.COM 1 Room name GREAT ROOM M HALL 2 3 4 5 Exposed wall Room height Room dimensions Room area 47.0 ft 10.3 ft heat/cool 1.0 x 549.0 ft 549.0 ft2 0 ft 9.3 ft heat/cool 1.0 x 68.0 ft 68.0 ft2 Ty Construction number Ll-value (Btuh/ft2-°F) Or HTM (Btuh/ft2) Area (ft2) or perimeter (ft) Load (Btuh) Area (W) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 Ti W lam_ (G C _ F. ,. 13A-4ocs'. _ ... 2 glazing, clr low-e 2 glazing, clr low-e, 13A-4ocs 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e 1100 _ - . - 13A-flocs 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e,, 13A4ocs 2 glazing, clr low-e 2alazincl, clrlow-e 16X19-0md: �-tph...-, ,...> ._. 0.143 0.650 0.650 0.143 0.650 0.650 0.650 0.390 0.143 0.650 0.650 0.650 0.650 0.143 0.650 0.650 "' _ 0.408 1.358 " .n> n n , a a a a a s:' s s s --s w w -„w, ; - ,. 4.00 18.20 18.20 4.00 18.20 18.20 18.20 10.92 4.00 18.20 18.20 18.20 _18.20 4.00 18.20 18.20 1.59 38.02 2.19 14.99 _-14.99 2.19 33.77 33.77 25.40 _ 10.34 2.19 14.99 14.99 14.99 ..,. _ 11.93 2.19 33.77 ., .33.77 ,-_, 1.37 0.00 0 0 0 278 0 13 80 .. _... 20 206 0 0 0 ,, .._ .._.30 0 0 , 0 :.. 549 , ...649 0 0 164 0 0 0 .... 20 176 0 0 0 ....... 30 0 0 0 549 ... ,. 47 : 4........e. 0 0 656 0 244 1463 223 " 705 0 0 0 _ 546 4 0 0 0 " 870 1787 . t,......0 0 359 0 453 2042 211 L _ _ 385 0 0 0 358 0 0 0 .a,. 751 ',.... 0 ._.. .. 0 0 ` 0 0 0 0 0 0 0 0 0 , __,.._. _ 0 0 0 0 68 ._„... 68 0 0 . _ _ _. _. 0 0 0 0 . .. _ . _ 0 0 0 0 0 ..............0 0 0 0 _ _ ;_ 68 0 _ ..,. 0 0 _ ._ . _.. 0 0 0 0 ... 0 0 0 0 0 .__ .. . _ 0 0 0 0 , :, ,108 .., 0 .., . 0 0 0 0 0 0 0 0 0 0 0 .._.. 0 0 0 ._ , ., 0 _ 93 ,.>...., 0 Y=. 6 c)AED excursion -22 -2 Envelope loss/gain 6494 4536 108 91 12 a) Infiltration b) Room ventilation 1006 0 270 0 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 7501 4806 108 91 14 151 Less extemal load Less transfer Redistribution Subtotal Duct loads 22% 45% 0 0 35 7536 1651 0 0 29 4835 2181 220% 45% 0 0 -108 0 0 0 0 -91 0 0 Total room load Air required (cfm) 19127 186 016 7307 1 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A&- A56, Right-SulteO Universal 2019 19.0.08 RSU08101 2020-Sep-08 0 Page 7 ...umnets\Wrightsoft HVAC\STEFANAKIS RESIDENCE.rup Calc = MJ8 Front Door faces: E e - wrightsoft' Right-M Worksheet Job: Entire House Date: SEPT 8, 2020 QUICK CALCS, INC. By. 317 ST LUCIE LANE, FORT PIERQE, FL 34946 Phone: 772466-6799 Fax 772466-6796 Email: QUICKCALCS@AOL.COM 1 Room name HALL M BATH 2 3 Exposed wall Room height 0 ft 9.3 ft heat/cool 11.0 ft 9.3 ft heat/cool 4 5 Room dimensions Room area 1.0 x 64.0 ft 64.0 ftz 1.0 x 155.0 ft 155.0 ftz Ty Construction Ll-value Or HTM Area (ft') Load Area (ft2) Load number (Btuh/ftz-°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 Wj I--( 13A11ocs .,...... .,. 2 glazing, clr low-e 2glazing, clrlow-e _ 13A-4ocs 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e 11 D0 ... _ .e . 13A4ocs ,.,,.. 0.143 0.650 0.650 0.143 0.650 0.650 0.650 0.390 0.143 ..n. n n a a a a - e ` s' . > -4.00 18.20 -.18.20 4.00 18.20 18.20 18.20 10.92 4.00 .. <"2.19 14.99 14.99 2.19 33.77 33.77 25.40 _. - 10.34 2.19 . 0 0 .... _ 0 0 0 0 0 0 0 ...,.- _. . 0 0 _ .> _.- .0 0 0 0 0 _ _ _ - _ 0 0 - ...,._ :�0 0 ,.__ . _.0 0 0 0 0 0 0 . 0 0 ._-- ---- 0 0 0 0 0 0 I 0 -._.. 102 12 0 0 0 0 0 - , 0 0 .... -.... � 0 ... _ ...-0 0 0 0 0 _ _ • , 0 0 362 218 ..... - - 0 0 0 0 0 0 0 .. 198 180 -0 0 0 0 0 0 - 0 �C L- GG C _ ..... F 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e .. 13A-tocs 2 glazing, clr low-e 2 glazinq, clr low-e 16X19-0md ._: .. 22A tph 0.650 0.650 0.650 _ .. 0.650 0.143 0.650 0.650 0.408 1.358 s s s s _ w w . ,w„ 18.20 18.20 18.20 ..18.20 4.00 18.20 -, _ 18.20 1.59 38.02 . 14.99 14.99 14.99 _..-,11.93 2.19 33.77 .. _• 33.77 1.37 0.00 0 0 0 _..:> 0 0 0 0 _ ._ 64 64 0 0 0 :. - .- 0 0 0 0 V _ . 64 0 0 0 0 _:...... 0 0 0 0 _. > ._ 101' 0 0 0 0 0 0 0 0 _ : 88 0 0 0 0. ..... .. 0 0 0 _ -. , _ 0 _ . 1 155 0 0 0 .._. '0 0 0 0 ._ 155 11 0 0 0 ._ .... 0 0 0 ,,. 0 248 418 0 0 0 0 0 0 -, 0 , ... 212 0 6 c)AED excursion -2 -25 Envelope loss/gain 101 85 1244 565 12 a) Infiltration 0 0 213 57 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 300 Subtotal (lines 6 to 13) 101 85 1457 922 Less extemal load 0 0 0 0 Less transfer Redistribution 0 -101 0 85 0 0 0 0 14 Subtotal 0 0 1457 922 15 Duct loads 22% 45% 0 0 22% 45% 319 416 Total room load 0 0 1 1776 1337 Air required (afm) 0 63 59 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. "Fid- W! ;a1-ttsaf't- 2020-Sep-08 08:28:44 A86110, Right-Sulte® Universal 2010 19.0.08 RSU08101 Page 8 ...umnets\Wrightsoft WAC\STEFANAKIS RESIDENCE.rup Calc = MJ8 Front Door faces: E -F}�- wrightsoft, Right-J® Worksheet Job: Entire House Date: By. QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERQE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM SEPT 8, 2020 1 Room name M TOILET M WIC 2 2 Exposed wall 0 ft 0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 5.0 x 3.0 ft 5.0 x 6.0 ft 5 Room area 15.0 ft2 30.0 ftz Ty Construction LI-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'- F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 s .__ ,, V�J 0.143 -ri 4.00 2.19 0 0 0 ._., .._ 0 0 0 0 0 {--� 13A�oc 2 glazing, cir low-e 0.650 n 18,20 14.99 0 0 0 0 0 0 0 0 I-G 2 glazing, cir low-e 0.650 , n. 18.20 14.99 0 13A-flocs 0 - . _ 0 0 ..•�0.143..e.. .:...4.00 ...2.19 0 Q 0 0 _ _. .0 _......0 0 0 11 2 glazing, cir low-e 0.650 a 18.20 33.77 0 0 0 0 0 0 0 0 t42 glazing, clr low-e 0.650 a 18.20 33.77 0 0 0 0 0 0 0 0 2 glazing, cir low-e 0.650 a 18.20 25.40 0 0 0 0 0 0 0 0 11 D0 0.390 a 10.92 10.34 0 _ , , .0 0 0 0 „ 0 0 0 13A-flocs 0.143 -'s 4.00 - 2.19 0 0 .... ,..0 ,. _. .0 ,. 0 0 .. ,. 0 ,. 0 2 glazing, clr low-e 0.650 s 18.20 14.99 0 0 0 0 0 0 0 0 2 glazing, cir low-e 0.650 s 18.20 14.99 0 0 0 0 0 0 0 0 2 glazing, cir low-e 0.650 is 18.20 14.99 0 0 0 0 0 0 0 0 2glazing, clrlow-e,___0.650 s _ 18.20 _...,11.93 0 0 ..._ 0 _:., 0 :...... _ 0 0 _ . 0 ...__....0 Wi 13A-4ocs 0.143 w 4.00 2.19 0 0 0 0 0 0 0 0 L---GG 2 glazing, cir low-e 0.650 w 18.20 33.77 0 0 0 0 0 0 0 0 2 plazino, clr low-e 0.650 w . 18.20 33.77 0 . _ ..- .. 0 0 0 _ - 0 0 0 0 C , 16X19-0md, 0.408 1.59 1.37 _. _ , .._..15 15 .. _ .. 24 ; > 21 30 30 ` ` 48 41 F. 22A tph 1.358 38.02 0.00 15 024 0 30 0 0 0 6 c)AED excursion -1 1 Envelope loss/gain 24 20 48 40 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 24 20 48 40 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 8 7 11 9 14 Subtotal 32 27 58 49 15 Duct loads 22% 45% 7 12 22% 45% 13 22 Total room load 39 39 71 71 Air required (cfm) 1 2 3 3 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Aa- wr_ ightsq{ m A56N - ^ Right -Suite® Universal 2019 19.0.08 RSU08101 2020-Sep-08 O Page 9 ...umnets\Wrightsoft HVAC\STEFANAKIS RESIDENCE.rup Calc = MJ8 Front Door faces: E 9 -F1- wrightsoft° Right-J® Worksheet Job: Entire House Date: SEPT 8, 2020 QUICK CALCS, INC. By. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: OUICKCALCS@AOL.COM 1 Room name M WIC 1 MASTER BEDROOM 2 3 4 5 Eposed wall Room height Room dimensions Room area 6,0 ft 9.3 ft heat/cool 5.0 x 6.0 ft 30.0 ftz 36.0 ft 10.3 ft heaUcool 1.0 x 332.0 ft 332.0 ftz Ty Construction number U-value (Btuh/ftz-°F) Or HTM (Btuh/ftz) Area (ft') or perimeter (ft) Load (Btuh) Area (ft?) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 L j-G G ', G C ... F...... 13A-flocs .._.,.. -.:.. , . 2 glazing, clr low-e 2 glazing, clr low-e 13A-4ocs 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e 11 DO _ , w , ._ , 13A-4ocs 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr low-e 2 glazing, clr. low-e ._. 13A-4ocs 2 glazing, clr low-e 2 glazinq, clr low-e 16X19-0md �-tph ,. ...... , . - 0.143 0.650 0.650 0.143 0.650 0.650 0.650 0.390 0.143 0.650 0.650 0.650 . _.. _..0.650 0.143 0.650 0.650 __ 0.408 .„ 1.358 ,. n , n __ n a a a a a `s s s s ,,, s , w w w -+ ,.., � 4.00 18.20 18,20 4.00 18.20 18.20 18.20 10.92 4.00 18.20 18.20 18.20 .,._18:20 4.00 18.20 18.20 1.59 38.02 - 2.19 14.99 ...-.14.99 2.19 33.77 33.77 25.40 10.34 2.19 14.99 14.99 14.99 : _..11.93 2.19 33.77 33.77 1.37 ,.w 0.00 _ 56 0 . ... 0 0 0 0 0 0 _... _. , 0 0 0 0 . _._ . _. 0 0 0 0 30 .,. 30 . , 5Q 0 _ .. 0 0 0 0 0 - .... 0 0 0 0 _ ... _ ... 0 0 0 „ 0 34 _ ..... 6 ' "'" 223 0 _ . .0 _ 4, 0 0 0 0 ... . ,0 0 0 0 .. 0 0 0 0 48 228 .- .. 122 0 , :. .....0 0 0 0 0 .. i .._ 0 0 0 0 ._ _0 � 0 0 0 0. 41 � � 0 `� ,. 185 0 ... 20 185 45 0 0 .. .._ . 0 0 0 0 _:. -... . 0 0 0 0 332 332 _ ... 165 0 ... .......0 140 0 0 0 _. ___ v 0 0 0 0 ..::- ..,_.. 0 0 0 .. 0 .._ ..;.:.332 .. 36 662 0 , .... 364 562 819 0 0 ,.. _ , O 0 0 0 ..._..... 0 0 0 0 "` " 528 „'1369 362 0 300 307 1520 0 0 .. -... _ � 0 0 0 ..: .. 0 0 0 0 454 _ 0 6 c)AED excursion -5 -83 Envelope loss/gain 499 158 4303 2860 12 a) Infiltration 116 31 771 206 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 615 189 5073 3066 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 11 9 14 Subtotal 615 189 5084 3075 15 Duct loads 22% 450% 135 85 22% 45% 1114 1387 Total room load 750 11 6198 4463 Air required (cfm) 27 12 221 195 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - - wr1ahtsoft- 2020-Sep-08 08:28:44 A& Right -Suite® Universal 2019 19.0.08 RSU08101 Page 10 ...umnets\Wrlghtsoft WAC\STEFANAKIS RESIDENCE.rup Cale = MJ8 Front Door faces: E A, ( PRODUCT CTURE AC OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTA HMENT METHOD DESIGN DESIGN TYPE,. PRESSURES PRESSURES (WORST CASE] SLIDING GLASS ZONE 4 -47.6 •100 PGT INDUSTRIES 5570/2770 NOA# IMPACT Yn" ULT AEON, @ 21.6" MAX- O.C., 6" ON CORNERS, DOOR ZONE 5 -53.6 17-0420.06 1-3/9" 1 WENT AND 1" DISTANCE TO EDGE HORIZONTAL ZONE 4 -47.6 .110 - PGT iNDUSTRIES HR-5510 NOA# IMPACT 3J36" 1 LTRAC(lN @ 19" MAX. O.C. a" MAX. FROM 17.0411.08 CORNE S,4" FROM WEEPHOLES, 6" MAX, FROM SLIDER ZONE 5-S3.5 SOTTO VI,1-3 a" MIN. EMBEDMENT AND I" MIN- EDGE DISTAh CE CASEMENT ZONE 4 -47.6 -66.4 PGT INDUSTRIES: SERIES 5540 NOA# IMPACT 3/16" t LTRACITJNS @ 17" MAX. O.C., WITH 1-3/8" MIN. WINDOW ZONE 5-53.6 17-0614.16 EMBEDMENT AND I" DISTANCE TO EDGE _- PICTURE ZONE 4-47.6 -110 PFTINDUSTIRES PW 5520 NOA# IMPACT 3/16" 1 LTRACONS@15"MAX. O.C-,6"ON CORNERS 19-1126.10 WITH -3/8" MIN. EMBEDMENT AND 1" DISTANCE TO WINDOW ZONE 5 -53.6 EDGE MULLBARS -ZONE 4-47"6 -130 PG7INDUSTRIES CLIPPED NOA# IMPACT. V"TA EMBEE DNS0 S"D.C., WITH 1-3/4" MIN. . MENT AND 1" DISTANCE 70 EDGE ZONES -53.6 EXTRUDED 17-0630.01 MULLION GARAGE DOOR -49.1 -42 CLOPAY MODEL 9203 We FL# IMPACT SJ16" 1-S/S' LAG SCREWS @14"MAX. O.C. 16107.43 GARAGE DOOR -49.1 -42 CLOPAY MODEL 76 W6 FL# IMPACT 5/i6" 1-5JS1 LAG SCREWS 14 MAX O C 16546.6 DOOR -"ZONE THERMA TRU FIBER CLASSIC FL#'. IMPACT Y."TA CONS 145'MAX. D.C.,5 ON CORNERS, ZONE 5.53.6 ��� �'6 SMOOTH STAR 20465.8 1-1J4" IN. EIBEDMENT,Y" MIN.CLEARANCE TO MASO Y EDGE, 4" MIN. CLEARANCE TO ADJACENT ANCHOR WITH e & 5" CENTER CLUSTERS ROOFING ZONE 1-36.1 -102.7. METAL SALES 26 GA. IMAGE11 FL# N/A #10-12 PANCAKE HEAD SCREWS @ 12" MAX. O.C. ZONE 2.51-5 MANUFACTURING PANEL 11560.5 ROOFING ZONE 3-77.3 ZONE 1-36.1 .150 TRI BUILLT ROOF UNDERLAYMENT FL#'. NJA SELF- HEREb ZONE 2 -51.5 UNDERLAYMENTS 16049.1 „ DOOR eovf�- ZONE 3.777MIN.CUEARANCE ZO'E4-47.6 THERMA TRU FIBER CLASSIC FL# IMPACT Y" TA CONS @ 14.5" MAX. O6" ON CORNERS, ZONE 5 -53.6 -- 5 y// SMOOTH STAR 204681 1.1/4" MASO MIN. EMBEDMENT, Y+" TO Y EDGE, 4"MIN. CLEACE 70 ADJACENT THE CH R WIT 4" & E" CENTEUSTERS _ NCF'EYE'fT�ES "PRODUCTS METHODS OF THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRU ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. 3 �A rR°I Pl? KL`I s O $ ) 1 •1 . ., I NOTES: Certification for De61 n Load Com li nce DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING 1, DESIGN CODE: Florida �Z.FJi1 PEN'i iAL. code 2017 Edition w/20_ supplements using ASCE 7-10 RESIDENTIAL CODE. -2, Structure Design is: -,",_-%,- Enclosed Partially Enclosed __ Open Building CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION 3. Risk Category. __I __KII _ 111 __IV Exposure Category: _•_B 1� C _D Adjustment coefficient R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. 4. Design wind Velocity 7A0 mph ASO LRFD End Zone Width _ft. 5. Mean Roof Height 20 ft. Roof Pitch. -k12 Parapet-„-ft a I WALL AND CEILING FLNISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT 6. Components i4 Cladding Design Pressure us d. (PSF, based on Actual sq. ft. Cot MRH (worst case) GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. Zone 1.- , Zone 2:- 69 Zone 3 RI (Pone 4:-!74Zone 5:- /PGarage Aft 1 7. Design Loadsi Floor -75 PSF Roof/Dead 1PSF Roof/Live •??a PSF Balcony PSF ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT Dock _PSF Deck: -PSF Stairs PSF Fence: _ PSF Railing: PSF PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN S. Were Shear Wells Considered for Structure? -XYes -Not Applicable Explain Why Not: ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. 9. Is a Continuous Load Path provided?-yE s,-_Nof applicable Explain Why Not: FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND 10. Minimum soil bearing pressure 2000 P.S.F._ --- - SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(1) ri i°°Alin Anin RcnM0A0Oi1r IYGQM.N CaITFRl4 WIND DESIGN SUBJECT_ TO DAMAGE PROM_ GROUND -- •-- SEISMIC -- WINTEFl ICE BARRIER AIR MEAN SNOW Spaed° 7opographlo DESIGN a Frost Ilne�- DESIGN UNDERLAYMENT FLOOD PREEZINO ANNUAL LOAD (mph) olisms� (NAB CATEGORY' Weathorinp° _tleplh° Termite° TEMP' . REAUIREDA HAZARDSe _ INDEXI TEMPI NA Sec FRS, R3012(4) NA NeSligi Ule NA Very NA NA NA ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W:ARCHITECTONICINC.COM EG # AA26003348 A _ A• I STATER 11 1 (Jr O Z a COPYRIGHT 2017 PROJECT Cb (,.I ' r-AtaSor"V J-T (Cro7 QkAPR. 1XII T_ .. • I ® a 4>. t I is • ® 6 11 w. 1 I � h 11' s1 ANAKIS R E SI I E -.- a C, ST. LUCIE COUNTY, FLORIDA _ e E Q N Floe Za - 4 ul 4 1. � G'tfm 9 � �, � C IENT to p O 1 Fc FQ b C Ca b-* IelKC-G 3 -r" A4gr.tenrf fl Pw"•7'M $AT'N ._. He-7 N E _ - N ,,q( � Jtc�.'�• � .r.zl' - UlA NC r r PC r 93etu 1 t II 5-A• h 8 ,, r 1 I v I , 1 In i+ + _ •Q G 8 a 8 � •` ,aPF.I . iy,tK a �„�,.�.«;T,-�,w ,�;�� CONSULTANTS -� C5i5HELv µCv2 BI FoLPD� �$H1UE�i: .,.. - ,1 " e 4112 a- A - 1^. H SEAT �` - L i _.1 iJ ,.- c�dL+L.Cn '� ; Ty P%1 FiC R�. .. PSI ,1 � Tn i,, Ul I m a_ sr.s',-. ; I�SAL I I on 6, 'Olid C.Rc+rRe O I M STRUCTURAL NOTES, 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I, MIN. FIBER STRESS VALUE. 2, CONCRETE TO BE 3000 P.S.I. MIN. FORGE MS., COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500. P.SI, MIN. 3, REINFORCING STEEL SHALL BE GRADE 60 OR BE ER WITH 30' MIN LAP. 4. CONCRETE COVER OVER REINFORCING E TEEL: FOOTINGS 3" BEAMS 1-1/2' COLUMNS 1-1/2" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NCT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE NAVE. BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODED 7, DOOR AN WINDOW ASSEMBLY COMPONE TS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PE R WIND LOAD COMPLIANCE DESIGN PRESSURES, 8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9, MORTAR FOR MASONRY CONSTRUCTION SHALL'. CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/ACI 53oo1ASCEe 10, FOR METHOD OF ATTACHMENT OF DOOR S AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT, 11, ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9A OF THE FLORIDA BUILDING CODE. "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. -- REGISTRATION , A 3 - �� I- c� i p g" OF FLOh,� Z�s 1 e Tay _ .. P E � H ItL o $ I4�t rrA G2 P.ic> OrA 0 I ` q (oft CoFFG CLC , N e MICHAEd. SEAL, AIAI AR96898 N REVISIONS I _9O A aoEf[ NO. DATEG! eREVIS ION;Q ! 41zahc rrwlyO r e 17 -Q 6 ' I �L IZ{pawl-Ccl-1Rt� III &tAfV-, 9.LS I wl.stgs L1SR'a L9a f-L,- ! P KEY PLAN 21 RE I t � L10 LLa 10 i p I M p ! E FOR I I I i CODE COMPLIANCE t 12 SQ. (Lope, I,L V 1 a w S'Vm�� .. .. - - - - - �, ____ - ,� � _._..•..-���.a a ST. L CIE COUNT' LL`t- L BOCCq!241 ' I I I I SHEET TITLE / SHEET NUMBER A, SQUARE FOOTAGE ©� LIVING 2032S.F. to 1 PORCH 454 S.F. t•.., C) ice. t,"+, GARAGE 431 S.F. TOTAL 2917 S.F. per" PROJECTNUMBER V_Nc�421,Z DETACHED GARAGE 450 S.F, I DATE 01 I I't_L 1cr4' L- �cs d ROOF SHEATHING NAILING ZONE INFO. ZONE PI REMAINING AREA W/Bd RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIME TER & 6" O.C. FIELD ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. N E 19/32" CDX PLYWOOD SHEATHING 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL., BE PEEL &. STICK .OR.30#. FELT COMPLYING W/ ASfM D226. FLL�t� ca 1T �tS C>?ErcttEQ �t�c�> Frti �( 0 �--•• lie �r I � f I i y \9 • � STucco� ' ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW,ARCHITECTONICINC COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT REG h i �\GNNEL J SE& . I R96898 MICHAEL J. SEAL, AIA AR96898 IREVISIONS NO. DATE REVISION KEY PLAN REVISION REVIEWED FOR - CODE COMPLIANCE ST. LUCIE COUNTY SOCC SHEET TITLE / SHEET NUMBER _ 2or- 5 IPROJECT NUMBER P- t10Z,Z DATE I I (ZSI l9 3&o za CnNNFCTOR SCHEDULE TRUSS ID BEARING POINTS TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A01-AO5 EACH 1591# (1)HETA 20 1810# 9-10dxl-1/2" A06G EACH 6853# (2) FGTR 8885# (36) Y. X 3 SDS (4) W X5TITEN B01-607 EACH 1622# (1) HETA20 1810# 9-lOdxl-1/2" C01-0O3G 1ST BRG 860# (1) META20 1810# 9-10dxl-1/2" 2nd ERG HANGER BY TRUSS COMPANY D01-DO23G EACH 12744 (1) HETA20 1810# 9 10dx1-1/2" E01G 48" O.C. 265# (1) MTS 16 990# 14-10dxl-1/2" E02 EACH 676# (1)HETA 20 1810# 9-1061-1/2" FO1GE 48" O.C. 362# (1) MTS 16 990# 14-1061-1/2" F02-FO5 jEACH 648# (1) HETA 20 1810# 9-1061-1/2" KING JACKS 1ST BRG 715# (1) MTS 16 990# (14) 10dxl-1/2" 2ND BRG 372# (1)THJU26 780# (32)30dx3" 3RD BRG 123# 144# (2) 16d x3-1/2" HIP JACKS 1ST BRG 415# (1) MTS 16 990# (9) 1061-1/2" 2ND BRG 230# (1) THC37 (MAX) 510# (12) 8d x 1-1/2" 3RDBRG 107# 144# (2)16d x3-1/2" VALLEY TRUSSES 48" O.C. 672# (1) MTS 16 990# 14-10dx1-1/2" PIGGY BACKS 48" O.C. 672# (1) MTS 16 990# 14-10dxl-1/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS, EAST MAST TRUSS. JOB # J39343-STEFANKIS. TRUSS ENGINEERING DATED 3/1712020, ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES, 90E MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT i F"E I FOUNDATION SCHEDULE S-1 6" (3000 PSI ) POURED CONCRETE SLAB WITH 6X6X10/10 _ WELDED WIRE MESH AND FIBERMESH REINFORCING ON - .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS. F-2 16" DEEP X 20" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. F-3 16" DEEP X 24" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. C F-4 16 D X 24" W SPREAD FOOTING WITH 3# 5 BARS CONTINUOUS. A- �d —I \/A t e ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244WW W .ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT STE-FANIAKIS ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION OF FLp�,�O Co:' NKEL J SEAS .AC j'R968J :• MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN REVISION REVIEWED FOR ODE COMPLIANCE T. LUCpIE COUNTY UOCC SHEET TITLE / SHEET NUMBER 13� J PROJECT NUMBER r—N-� p Z.Z IDATE ll Zb"� 1� 3(Lo%zo IX t L.Lp r P Fih12. L � J 1 oTu178 fa z4�o'c,¢ k 2,o`I'ToM I�LATT,;,, 4itlJty 1:.Lo Ca M, elm � p 4tZOP'o�� SILL T-4 tC <3 T 1' Q�AtA� TILE Pur±pt'se.� (ie,Ky r.� SOLI n9�o 5l-1oL.,� ?•oeS'ot�3 filoc.K. - o 6 L. IZ.I,IZ" L IZ° 0 `9 Plt Zxce - '- 0 TAPCtivS @ Iz'orer 5rac�ce, •b q - PIT,ZXC# SUCK wl L/zx5%z00 l 0 V-1_v %A CAPS YS/ Z"yS x 116 NgE•S - - o 0 k O O ' v NtS NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL, BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. 1.3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN.. . IT i / � 5�p.R.fS>GS, Q1�ttacaoP W/�ctRlriC� . , � yE4K,-aN. Fa n t �. 5 Pc� E: F•+a v c � ¢-� c«. � .- -- __ _.___. IIaEC."(`op-`t.-fi�l�IL � _._. - Y.:I � 01� LK-l�. =hT Ff(�-�N�+-II--I�ER�G%�"�'L("��-.•�.SC?. — 8 ,i Woao CiLKIN& 04110 C_ w® h:4iJe-DS I Peer 4M Ila i PRE. -CAST I.IMT&L I1R-S ENZ EACH - -_ �--12'x62"01kcnL v,JP4r�5 / T � �j9�Lte Cv o¢� �.i Fj t-A.`i'7'�" ..-.--__✓ v /6LL.. P I �.I C,z Cr;-rl-I I _- Six � r � 6n!I � L„IG. P..�LL2G12•W� � 8x12-" THICK. ED69: Pub:. �ILL�1) c. 1 L @ %-D' a C. W/ 2 PF S 6�Q r(Z 4) j GRApC '`• • �I II P��Cow BLK ST79MWALL- r _,.... crLL (2 4'.o'' o.0 Q �: flL 4�%Z�� II�Lap IG -- cLCAN . L)r1PAcrcD a 2 :.III+I 4 w TRG Tao FILL.5 �vt �41 G (Ivl.� pL AJ r .... UaXZ4E,5nRE,AD FT6, _ w113fr5 6AaS cL�+�'p°, pl x. Cz) t- or -so UT-0fc }1I�7El SCHEDULE �- ��- MANUFA RE • LINTEL NO. LENGTH SATE GRAVITY LOAD -APPLIED GRAVITY LOAD SAFE UPLIFT TOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 2'10" 9974# 7034# 8F24/1T-18 L2 3'-6" 8974# _ 0% 5591# 7, Lj' 8F24/1T-1B L3 4'-0" 8975# 4853# aF24/1T-18 8672# 4292# $,7 8F 4 1T- L 5' If (4i. S'.IC 3 7# .a 8F24/IT-18 T- L7 6'-6" 8360# 29590 8F24/ST-IB LS T-6" 5691# 1041, pl• 25714 8F24/1T--18 L9 9'4' 34860 7 p-- 18110 _'!L5'1k _ -8F24/ST-113 L IO 101-6" _ 2781# 51) It- 1458# 3.+'2'Ik 8F24/1T-1B III 1114" 2423# 1272# 8F24/1T•SB L12 2193# 21Sl# BF24/1T-SB L13 _ 1938# 5/70- 962# 3%'G$ 8F24/IT-18 L14 _1697# 887# BF24/lT-3BL15 2245# 823# BF24/1L18 L16 t 2058# 767# BF24/iT-18 L17 1609# ''I 'Kr 637# 4F BF24/ST-18 LA 1282# 546# RF24/1T-1B L19 1114# 1'f 3L. 4800 SS'2.4L BF24/1T-18 L20 1D97# 4619 8F14/IT-1B L23 24'-0" _ 8840 416# - 8t34/1T-18 S UNTE MANUFA CAST•CRLT,E i LINTEL NO. LENGTH SAFE GRAVITY APPLIED GRAVITY SAFE UPLIFT APPLIED UPLIFT COMPOSITE BEAM RL-I 44" 8060# 44(9# BF221T•18 T- TIM-_..._. .,,•.«-„k...»s, ,-'SF2V . RL-9 _ 5'-8" 806041 3277# 8F22/1T-113 RL-4 5'-10" 80600 3176# 8F22/ST-38 RL-S 61•8" 7915# f�i# - 27S8# $$"L BF22/1T•1D RL-6 7'-6" 5743# 2M2M - SF22/1T-18 R67 9'-B"_ 3129# 1893# BF22/1UIB )4 /A NOTES: ALL LOADS ARE IN POUNDS PER UNEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION, DRYWALL AND FLRRING ATTACffiWIENT P-T. I X 2 FURRING @ 16" O.C. FASTENED WITH I W' CASE HARD NAILS @ 8" O.C. '/2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @.8" QC. PERIMETER AND 12" O.C. RELD. 5/8"DRYWALL /eNFASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. _ PERIMETER AND 12" O.C. FIELD. O D WINDgW ELUCK PAST NINCa 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD N ILS @ 12' O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW WITH WITH A MIN. OF 1.1/4" EMBEDMENT INTO CONCRETE (THROUCpH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTI L II II 2 X BUCKS SHALL BE ATTACHED WITH +L/PX 3.1/4" TARCONSIAT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMINTS. 6?rk ola 44 L^ L ,.L'i�p<LtlZ. FINItiNES $i. INS�4r4T-L O!J ST' j GU t'Z"ct�.s�rr`l�'G' ACM M-Th� OR-`t-Ina S�'p, IE.CatO�lt�.� C... oN PBEL-n1-SfIeLG ora ems- vL.�l�►� bt+�;P.r'I��L�cp ��p•;ye.INTc.. ��FF���a� j,3Ayt riy P�eQ AJA.I L-.t ti`Ce,. a'A Nam• FIE..I•`r4Y l_ Iwpz K(oo-'Y-Ore hI MP SCIa RS-TA Z0 CAe..,�b.1C5rTC?S'- �r l>t» petPePCoa 6PfAY1-'� ILATIpt� Z)c8 ESC fAA eIAlr � STLICCQ oN �t Rj LJa.f-N n L-� C00r• Q , n L o fw L...�r IX Pr-'tWA.L_l dL4 E WALL_C Ct)COu�cS�s S'gM 6LK �/ ik S CdlatL E/>, Cot,�SG. ` '-�I� �Iarld (uS uL-A,ti IC7¢..2 •' RTr +x2 Fuercltx. tc'De.l "..-..�..._- e%l MEQ-A,-7 OJI Coeur- Ft;-.C. I °L,-OOL..Arto" rLc_z..Q- bFG'F,LcaOv- L" L.mt 6 Sii� �C7t7F,a�A-i•IBnJ Q' X� V�oO.>�-G- V S'L-.iZ.l M C-_•f'�iC �L-b.l J CA.P w/ 1 kk5 gA1� c.onaTi - 4rtr.Aml;' FILL ._,._. _ ftCA.I 4,.1f�1 (_ AA -VA W A.4. , nor 2' ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON IC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT STEFANAKIS RES11ru"ENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION of FLO�,�O y:' EL�4 ��.•' R9 8 M IA A 98 REVISIONS NO. DATE REVISION z zo �eu�y�P KEY PLAN REVISION EVIEWED FOR )E COMPLIANCE LUCIE COUNTY BOCK SHEET TITLE / SHEET NUMBER ZI NUMBER IPROJECT DATE II'Z5 014 3/zo�zp ARCHITECT Architectonic Inc To44P, &^'A - A,A- FLAt VI-4TqI—Z yA, I ELECTRICAL LOAD CALCULATIONS 2032 SQ. FEET 3 VA 6096 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 2 REFRIGERATOR 2400 VA 1 DISHWASHER 1200 VA 1 LAUNDRY 1500 VA 1 RANGE 12000 VA 1 DRYER 5000 VA 1 WELL PUMP 2500 VA 1 IRRIGATION WELL 2500 VA 1 WATER SYSTEM 2500 VA 1 MISCELLANEOUS 10000 VA TOTAL 48696 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 15478 VA AC / HEAT @ 100 % 12000 VA TOTAL 37478 VA ELECTRICL LEGEND SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET 4� MOTOR OUTLET WALL MOUNT LTG. FIXTURE C1Fi GROUND FAULT PROTECTION T PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO r CABLE TELEVISION OUTLET WP WEATHER PROOF O. RECESSED FIXTURE CEILING MOUNT FIXTURE 5D SMOKE DETECTORS 0— DOORBELL = CHIMES 54, 3/O T""" IN 2"C, ELECT. 5Ec�j} CE r� I'to /t41 td Zoq A =CC. r- u, c. e�p 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T. 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT STEFANAKIS RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT ' CONSULTANTS ' REGISTRATION SQUARE FOOTAGE MICHAEL J. SE, AR96898 REVISIONS KEY PLAN EVISION VIEWED FOIE i COMPLIAN UCIE COON" ; BOCC SHEET TITLE / SHEET NUMBER 37478 157 AMPS 240 PROVIDE 200AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT E t_1; C-T : D k 5'T, NT5 r14�. LIVING 2032 S.F. PORCH 454 S.F. GARAGE 431 S.F. TOTAL 2917 S.F. DETACHED GARAGE 450 S.F. PROJECTNUMBER !`IOZZ DATE t klzSl (� 3 /u�zo