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350 Ocean BLVD - Revision/Correction Permit RES17-0324 v L CITY OF ATLAN TI B EACH. APR 800 S 9 2018 old Atlantic Beach,Florida 32233 L3 REVISION REQUEST CORRECTIONS TO PLAN REVIEW COMMENTS P e-s Imo — 0 ision to Issued Permit Corrections to Comments ✓ Permit# 110 171 ou Project Address 3 5(7 czavA 6)44. Contractor/Contact Name- FrrAA!Ae-AC-e- Phone q0q-2W,1755 F) e)cT Nq Email-Uooarae I ne -Cnm Description of Proposed Revision/Corrections: Permit Fee D Additional Increase in Building Value $ l000 Additional S.F. er By signing below,I Cello, affirm the Revision is inclusive of the proposed changes. (printed-name) oq.Ig Signatu actor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved_x"I Denied Not Applicable to Department Revision/Plan Review Comments�A Joc/ /0 ACJ — oqy P"-r V Department Review Required: vm@� @ .711 Planning &Zoning eviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services CITY OF ATLANTIC BEACH APR - g 2018 �'I, 800 Seminole Road { j Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS ate Revision to Issued Permit✓Corrections to Comments_ Permit# 5 -a 3Z� Project Address 5'50 Q e--e-ayi '31 t k. Pr I N r},c Contractor/Contact Name Phone oloq -2Io2--Q lbc(gj Email TG-D&J ce- t2 Proy)*/ey,co Description of Proposed Revision/Corrections: Permit Feeue $ S 0. D 6 r Additional Increase in Building Value $ 1 ppp Additional S.F. (� By signing below,I /131,// C e/& irm the Revision is inclusive of the proposed changes. f /�//// Signature of Cont ctor/Agent(Contractor must sign if increase in valuation) Date L (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments AAV4/ i>7 c,a M P/-6 I �_ rt t Review Required: 7. Building oning UReviewed By Tree Administrator Public Works Public Utilities - 1- ;'01 Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ' ATLANTIC BEACH,FI:32233 (904)247-5800 BUILDING REVIEW COMMENTS Dater 4f 11/2Qr8 Permit#:RE-&17. 0324= Sitg-Addr_ess:-350-0CFAN--BLVD Review Status: RE#: 170177 0000 - Applicant: Providence Construction Company Property Owner: GALLOWAY CHARLES M Email:rmckisick@providencehomesinc.com Email: Phone: 9042629898 Phone: 9048388666 THIS REVIEW IS ONE-OF MULTIPLE DEPARTMENT REVIEWS. euisians may not be submitted until ALL departments have completed their respective reviews euisions submitted Mt1ST res and to EACH d'e artment review. Submittals that res and to onl one or I'' p p' y ew correction items will not be aecgpted. Correction Comments: 1. On page 1 of 5,the OWNER 1 AGENT needs to sign and date, both sets 2. The ENERGY PERFORMANCE LEVEL DISPLAY CARD needs to be filled out completely and signed. Both sets. 3. On the Manal S Performance Data page, under Equipment Performance Data_at System Design Conditions, under Percent of Load, the 3 capacity values reads 0%. On the previous energy calculations these values were provided. Please correct and submit. 2 copies of that page. 4. If windows were changed then new product approval numbers should be submitted as a revision too. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Resubmittal Notes: U'7" FFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: OS012 Cellar Residence 3431 REV WNDWS Builder Name: Providence Homes Street: 350 Ocean Blvd Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number:Rt S rj-p 3 2.'q Owner: Providence Homes Jurisdiction: Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) I. New construction or existing New(From Plans) 9. Wall Types(3830.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=21.0 3486.60 ft❑ b.Frame-Wood,Adjacent R=21.0 343.90 ft❑ 3. Number of units,if multiple family 1 c.N/A R= ft❑ 4. Number of Bedrooms 4 d.N/A R= ft[] 5. Is this a worst case? No 10.Ceiling Types (1967.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=21.0 1967.00 ft[] 6. Conditioned floor area above grade(ft[]) 3431 b.N/A R= ft[] Conditioned floor area below grade(fto) 0 c.N/A R= ft❑ 11.Ducts R ft❑ 7. Windows(570.0 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 686.2 a. U-Factor: Dbl,U=0.32 434.00 ft❑ SHGC: SHGC=0.23 b. U-Factor: Dbl,U=0.55 136.00 ft❑ 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a.Central Unit 36.9 SEER:16.00 c. U-Factor: N/A ft❑ SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft❑ a.Electric Heat Pump 39.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.434 ft. Area Weighted Average SHGC: 0.235 14.Hot water systems 8. Floor Types (3431.0 sqft.) Insulation Area a.Natural Gas Tankless Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1554.00 ft❑ b. Conservation features EF:0.590 b.Floor Over Other Space R=0.0 1444.00 ft❑ None c.other(see details) R= 433.00 ft❑ 15.Credits Pstat Glass/Floor Area: 0.166 Total Proposed Modified Loads: 85.20 PASS Total Baseline Loads: 109.50 1 hereby certify that the plans and specifications covered by Review of the plans and p t'S14E S�ATfi this calculation are in compliance with the Florida Energy specifications covered by this __ p Code. calculation indicates compliance with the Florida Energy Code. prnt �a; jam•;;.°��„ O PREPARED BY: Before construction is completed ' O DATE: Apr.5 201 g Michael S. O❑Donoughue _ this building will be inspected for O VII, compliance with Section 553.908 * �' I hereby certify that this building,as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD y`rgT�� OWN AGENT- BUILDING OFFICIAL: DATE: 71ZA -4�7N'4 DATE: S'' O/ - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance with a selected proposed infiltration rate of 5.00 ACH50 requires an envelope leakage test report in accordance with R402.4.1.2.and an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1. LOAD CALC REVISED TO 16 SEER AND CHANGED WINDOWS 4/5/2018 11:25 AM EnergyGauge❑USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: OS012 Cellar Residence 343 Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3431 Lot# Owner Name: Providence Homes Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Providence Homes Rotate Angle: 0 Street: 350 Ocean Blvd Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: 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,Jacksonville FL—JACKSONVILLE—INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 3431 46492.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1554 18337.2 Yes 5 0 1 Yes Yes Yes 2 2nd Floor 1877 28155 No 0 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 190 ft 0 1554 ft❑ ---- 0.6 0 0.4 2 Floor over Garage 2nd Floor ---- ---- 334 ft❑ 19 0 0 1 3 Raised Floor 2nd Floor ---- ---- 99 ft0 0 0 0 1 4 Floor Over Other Space 2nd Floor ---- ---- 1444 ft❑ 0 0.2 0 0.8 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 2222 ft❑ 498 ft0 Medium 0.85 No 0.9 No 21 26.6 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1987 ft❑ N N 4/5/2018 11:25 AM EnergyGauge❑USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0 Blown 90 ft❑ 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 Blown 1877 ft❑ 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belo w C)rnt To Wall Type - Ft In Ft In Area lue Fraction Ahsar rrar1 1 NE Exterior Frame-Wood 1 st Floor 21 5.3 0 11.8 0 62.5 ft❑ 0 0.2 0.6 0 2 NE Garage Frame-Wood 1st Floor 21 18.3 0 9.5 0 173.8 ft❑ 0 0.2 0.6 0 3 NW Exterior Frame-Wood 1st Floor 21 6.5 0 11.8 0 76.7 ft❑ 0 0.2 0.6 0 4 NE Exterior Frame-Wood 1st Floor 21 14 0 11.8 0 165.2 ft❑ 0 0.2 0.6 0 5 SE Exterior Frame-Wood 1 st Floor 21 12.5 0 11.8 0 147.5 ft❑ 0 0.2 0.6 0 6 SE Exterior Frame-Wood 1 st Floor 21 12.3 0 11.8 0 145.1 ft❑ 0 0.2 0.6 0 7 SE Exterior Frame-Wood 1 st Floor 21 10 0 11.8 0 118.0 ft❑ 0 0.2 0.6 0 8 SE Exterior Frame-Wood 1 st Floor 21 22.2 0 11.8 0 262.0 ft❑ 0 0.2 0.6 0 9 SW Exterior Frame-Wood 1 st Floor 21 13.8 0 11.8 0 162.8 ft❑ 0 0.2 0.6 0 10 SW Exterior Frame-Wood 1st Floor 21 20.9 0 11.8 0 246.6 ft❑ 0 0.2 0.6 0 11 NW Exterior Frame-Wood 1 st Floor 21 22.2 0 11.8 0 262.0 ft❑ 0 0.2 0.6 0 12 NE Garage Frame-Wood 1st Floor 21 10.1 0 9.5 0 96.0 ft❑ 0 0.2 0.6 0 13 NW Exterior Frame-Wood 1st Floor 21 7.4 0 11.8 0 87.3 ft❑ 0 0.2 0.6 0 14 NW Exterior Frame-Wood 1 st Floor 21 6.8 0 9.1 0 61.9 ft❑ 0 0.2 0.6 0 15 NE Garage Frame-Wood 1 st Floor 21 7.8 0 9.5 0 74.1 ft❑ 0 0.2 0.6 0 16 NW Exterior Frame-Wood 2nd Floor 21 5.6 0 9.1 0 51.0 ft❑ 0 0.2 0.6 0 17 NW Exterior Frame-Wood 2nd Floor 21 5.8 0 9.1 0 52.8 ft❑ 0 0.2 0.6 0 18 NW Exterior Frame-Wood 2nd Floor 21 12.5 0 9.1 0 113.8 ft❑ 0 0.2 0.6 0 19 NE Exterior Frame-Wood 2nd Floor 21 14.7 0 9.1 0 133.8 ft❑ 0 0.2 0.6 0 20 NW Exterior Frame-Wood 2nd Floor 21 3.5 0 9.1 0 31.9 ft❑ 0 0.2 0.6 0 21 NE Exterior Frame-Wood 2nd Floor 21 5.5 0 9.1 0 50.1 ft❑ 0 0.2 0.6 0 22 NE Exterior Frame-Wood 1st Floor 21 14.5 0 9.1 0 132.0 ft❑ 0 0.2 0.6 0 23 SE Exterior Frame-Wood 2nd Floor 21 12.6 0 9.1 0 114.7 ft❑ 0 0.2 0.6 0 24 NE Exterior Frame-Wood 2nd Floor 21 1.5 0 9.1 0 13.7 ft❑ 0 0.2 0.6 0 25 SE Exterior Frame-Wood 2nd Floor 21 5.5 0 9.1 0 50.1 ft❑ 0 0.2 0.6 0 26 SE Exterior Frame-Wood 2nd Floor 21 12.9 0 9.1 0 117.4 ft❑ 0 0.2 0.6 0 27 SW Exterior Frame-Wood 2nd Floor 21 1.5 0 9.1 0 13.7 ft❑ 0 0.2 0.6 0 28 NE Exterior Frame-Wood 2nd Floor 21 1.5 0 9.1 0 13.7 ft❑ 0 0.2 0.6 0 29 SE Exterior Frame-Wood 2nd Floor 21 8.8 0 9.1 0 80.1 ft❑ 0 0.2 0.6 0 30 SE Exterior Frame-Wood 2nd Floor 21 13.5 0 9.1 0 122.9 ft❑ 0 0.2 0.6 0 31 SW Exterior Frame-Wood 2nd Floor 21 14.6 0 9.1 0 132.9 ft0 0 0.2 0.6 0 32 SE Exterior Frame-Wood 2nd Floor 21 3.7 0 9.1 0 33.7 ft❑ 0 0.2 0.6 0 33 SW Exterior Frame-Wood 2nd Floor 21 21.6 0 9.1 0 196.6 ft❑ 0 0.2 0.6 0 34 NW Exterior Frame-Wood 2nd Floor 21 17.2 0 9.1 0 156.5 ft❑ 0 0.2 0.6 0 35 NW Exterior Frame-Wood 2nd Floor 21 5.6 0 9.1 0 51.0 ft❑ 0 0.2 0.6 0 36 NE Exterior Frame-Wood 2nd Floor 21 1.5 0 9.1 0 13.7 ft❑ 0 0.2 0.6 0 37 SW Exterior Frame-Wood 2nd Floor 21 1.5 0 9.1 0 13.7 ft❑ 0 0.2 0.6 0 4/5/2018 11:25 AM EnergyGauge❑USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NE Insulated 1st Floor None .4 3 8 24 ft❑ 2 NE Insulated 1st Floor None .4 2.7 8 21.6 ft❑ WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.32 0.23 16.0 fto 6.5 ft 0 in 2 ft 0 in 1`6ne None 2 NE 4 Vinyl Low-E Double Yes 0.32 0.23 36.0 ft❑ 3.5 ft 0 in 2 ft 0 in 1`6ne None 3 SE 5 Vinyl Low-E Double Yes 0.32 0.23 36.0 ft❑ 2 ft 0 in 16 ft 0 in Noe None 4 SE 6 Vinyl Low-E Double Yes 0.32 0.23 36.0 ft❑ 1.5 ft 0 in 2.25 ft 0 i None None 5 SE 8 Vinyl Low-E Double Yes 0.32 0.23 16.0 ftD 2 ft 0 in 15.3 ft 0 i Noe None 6 SW 9 Vinyl Low-E Double Yes 0.55 0.25 64.0 ft❑ 8.2 ft 0 in 2 ft 0 in Noe None 7 SW 10 Vinyl Low-E Double Yes 0.55 0.25 72.0 ft❑ 8.3 ft 0 in 2 ft 0 in Noe None 8 NW 11 Vinyl Low-E Double Yes 0.32 0.23 36.0 ftD 1.5 ft 0 in 2.25 ft a None None 9 NW 14 Vinyl Low-E Double Yes 0.32 0.23 18.0 ft❑ 2 ft 0 in 4.5 ft 0 in 1`6ne None 10 NW 17 Vinyl Low-E Double Yes 0.32 0.23 6.0 ft❑ 2 ft 0 in 12 ft 0 in Noe None 11 NW 18 Vinyl Low-E Double Yes 0.32 0.23 18.0 ft❑ 2 ft 0 in 1 ft 0 in Noe None 12 NW 18 Vinyl Low-E Double Yes 0.32 0.23 24.0 ft❑ 2 ft 0 in 1 ft 0 in Noe None 13 NE 22 Vinyl Low-E Double Yes 0.32 0.23 18.0 ft❑ 2 ft 0 in 8 ft 0 in Noe None 14 NE 22 Vinyl Low-E Double Yes 0.32 0.23 32.0 ft❑ 2 ft 0 in 8 ft 0 in Noe None 15 SE 25 Vinyl Low-E Double Yes 0.32 0.23 6.0 ft❑ 0.5 ft 0 in 3 ft 0 in Noe None 16 SE 26 Vinyl Low-E Double Yes 0.32 0.23 36.0 ft❑ 0.5 ft 0 in 5 ft 0 in I`6ne None 17 SE 30 Vinyl Low-E Double Yes 0.32 0.23 12.0 ft0 2 ft 0 in 1 ft 0 in Noe None 18 SW 31 Vinyl Low-E Double Yes 0.32 0.23 12.0 ft❑ 2 ft 0 in 1 ft 0 in Nope None 19 SW 33 Vinyl Low-E Double Yes 0.32 0.23 36.0 ft❑ 2 ft 0 in 1 ft 0 in Nope None 20 NW 34 Vinyl Low-E Double Yes 0.32 0.23 36.0 ft❑ 0.5 ft 0 in 1 ft 0 in None None 21 NW 35 Vinyl Low-E Double Yes 0.32 0.23 4.0 ft0 0.5 ft 0 in 1 ft 0 in tone None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 334 ft❑ 334 ft❑ 42 ft 9 ft 3 INFILTRATION # Scope Method SLA CFM 50 ELA Eq LA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000431 3874.3 212.7 400.01 .4081 5 4/5/2018 11:25 AM EnergyGauge❑USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9 39 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 16 36.93 kBtu/hr 1107 cfm 0.765 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.59 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft❑ 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 6 686.2 ft Attic 171.55 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar Apr Ma X Jun X Jul X Aug Se Oct Nov Dec HeatinJan Feb W Mar f Apr f May f Jun 4 Jul 4 AuSep Oct Nov Dec VentingJan Feb X Mar [X]Apr [ May [ 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(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Fans/ERV 0 80 10.2 0 1 -Electric Heat Pump 100% 1 -Central Unit 4/5/2018 11:25 AM EnergyGauge❑USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 • ENERGY PERFORMANCE---.LEVE L (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance;;index,the more_efficient the home. 350 Ocean Blvd', Atlantic Beach, FL, 32233 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=21.0 3486.60 ft❑ b.Frame-Wood,Adjacent R=21.0 343.90 ft❑ 3. Number of units,if multiple family 1 c.N/A R= ft❑ 4. Number of Bedrooms 4 d.N/A R= ft❑ 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Roof Deck(Unvented) R=21.0 1967.00 ft❑ 6. Conditioned floor area(fto) 3431 b.N/A R= ft❑ 7. Windows- Description Area c.N/A R= ft❑ a. U-Factor: Dbl,U=0.32 434.00 ft❑ 11.Ducts R ft❑ a.Sup:Attic,Ret:Attic,AH:Attic 6 686.2 SHGC: SHGC=0.23 b. U-Factor: Dbl,U=0.55 136.00 ft❑ SHGC: SHGC=0.25 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft❑ a.Central Unit 36.9 SEER:16.00 SHGC: d. U-Factor: N/A ft❑ SHGC: 13.Heating system_s kBtu/hr Efficiency a.Electric Heat Pump 39.0 HSPF:9.00 Area Weighted Average Overhang Depth: 3.434 ft. Area Weighted Average SHGC: 0.235 8. Floor Types Insulation Area 14.Hot water systems a.Natural Gas Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1554.00 ftD EF:0.59 b.Floor Over Other Space R=0.0 1444.00 ft❑ c.other(see details) R= 433.00 ft❑ b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 4E STA r Construction through the above energy saving features which will be installed (or,exceeded) o _ �o in this home before final inspection. Otherwise, a n`ew EPL Display Card will be completed based on installed Code compliant feat res. Builder Signature: � Date: ,� •. .:g �' Address of New Home: 50_ 3 -VOCit /FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage (EEM)incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/5/2018 11:25 AM EnergyGauge❑USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: OS012 Cellar Residence 3431 REV Builder Name: Providence Homes Street: 350 Ocean Blvd Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Providence Homes Jurisdiction: Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. V Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. V Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and V framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. V Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. V The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. V Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity V, spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. V Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air V barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be J sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have V gasketed doors' 2/22/2018 1:42 PM EnergyGauge❑USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and ,Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 350 Ocean Blvd Permit Number: Atlantic Beach,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. Q R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. ❑R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufactureros instructions and the criteridisted in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. ❑R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or AAMAIWDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system. Q� R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing(Mandator#dl ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(0,(g),or(i),Florida Statutes,to be❑substantially leak free❑ by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturerOs aitrandler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufactureros air handler enclosure.At registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 2/22/2018 1:42 PM EnergyGauge❑ USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 1050F(410C) or below 550F(130C)shall be insulated to a minimum oR-3., R403.3.1 Protection of piping insulation. g R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 0 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls �R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 1000F to 1400F(38nto 600C). 1R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. • R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. ElR403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. F1R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufactureros product lines.The corresponding latent capacitpf the equipment shall not be less than the calculated latent load. 2/22/2018 1:42 PM EnergyGaugeo USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS . (Continued) R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture0s expandd performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. G/ R403.6.1.2 Heating equipment capacity ❑R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. F1R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. ❑R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 550F,and no pregbitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 400F. 6x R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. ❑R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. ❑R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: ❑1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or ❑solar energy source computed over an operating season. G� RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. I� O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights �r R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 2/22/2018 1:42 PM EnergyGaugeo USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 OS012 Cellar Residence 3431 REV Windws HVAC Load Calculations for Providence Homes 4901 Belfort Rd Suite 140 Jacksonville, FL 32256 Prepared By: Jacksonville Building Science, LLC 450 SR13 N#106 Jacksonville, FL 32259 (904)807-3540 Thursday,April 05,2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rfivac Residential&�L�ght Commercial WU/AC Loads ` d°t Elite Software Development,Imc: Jacksonville Buildi g Science. r�� ®S01'2 Cellar Residence 3431 REU Windws 1 Jacksonville"FL259 <:, r,,: t Pro'ect-Re ort Gen"e�al Pro ect Information Project Title: OS012 Cellar Residence 3431 REV Windws Project Date: Thursday,April 05, 2018 Client Name: Providence Homes Client Address: 4901 Belfort Rd Suite 140 Client City: Jacksonville, FL 32256 Client Phone: (904)262-9898 Client Fax: (904)262-9861 Company Name: Jacksonville Building Science, LLC Company Address: 450 SR13 N#106 Company City: Jacksonville, FL 32259 Company Phone: (904)807-3540 Company E-Mail Address: mod@JaxBuildingScience.com Company Website: www.JaxBuildingScience.com Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 n/a n/a 72 n/a Summer: 94 77 47% 50% 75 48 Check Fi ures ' Total Building Supply CFM: 1,303 CFM Per Square ft.: 0.380 Square ft. of Room Area: 3,431 Square ft. Per Ton: 1,149 Volume (fto): 33,152 Buildin Loads Total Heating Required Including Ventilation Air: 47,611 Btuh 47.611 MBH Total Sensible Gain: 29,239 Btuh 82 % Total Latent Gain: 6,587 Btuh 18 % Total Cooling Required Including Ventilation Air: 35,826 Btuh 2.99 Tons (Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\DROBO5N\Public...\OS012 Cellar Residence 3431 -rev windws 4.5.18.rh9 Thursday,April 05,2018, 10:53 AM UR�fihv..am°c CReM dntial&Light"'Comri e�aal`tHl/AC Loads X�y�v��- x _ www." pyEOftI Software Development;Inc; xyri.�. �.ettaP T{.Y. +iJ Y pNF� ..:J� +'`,-..S' s"{ .+h 'sY'tY �Rt.1dPy Jacksonville Building,Sctence �� cOS01�2tiCellar Residence 3,.431REVrWindws ,. ,4 '' ,k' 'i` r Jackson�ille�`FL32259 ;+Pa e 3: -Total Buildin.'r Summa` Loads Component x Area Sen Lat Sen ;Total, �, Desai tionQr Quan Loss Gain :;Gairi `Gain Providence: Glazing-Providence atrium filled low-e glass„ 430 5,500 0 8,966 8,966 u-value 0.32, SHGC 0.23 Providence SGD: Glazing-Providence Homes Sliding 136 2,992 0 2,127 2,127 Glass Door, u-value 0.55, SHGC 0.25 Providence: Glazing- 4 51 0 86 86 11J: Door-Metal-Fiberglass Core 37.6 773 0 547 547 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 2900.6 7,538 0 3,638 3,638 cavity, no board insulation,siding finish,wood studs 12F-Osw: Part-Frame, R-21 insulation in 2 x 6 stud cavity, 322.3 628 0 419 419 no board insulation,siding finish,wood studs Gar kneewall-ad: Roof/Ceiling-Roof Joists Between Roof 83.3 173 0 130 130 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, Garage knee wall R-19 open cell foam, dark asphalt 18A1-210-ad: Roof/Ceiling-Roof Joists Between Roof 2993.1 5,628 0 4,220 4,220 Deck and Ceiling or Foam Encapsulated Roof Joists, R-21 open cell 1/2 Ib. spray foam, 5.5 inches in 2 x 6 joist cavity, 1 inch on joist, dark asphalt 22A-ph-t: Floor-Slab on grade, No edge insulation, no 190 10,322 0 0 0 insulation below floor, tile covering, passive, heavy moist soil 20P1-19op-c: Floor-Over open crawl space or garage, 333.8 681 0 238 238 Passive, spray foam insulation, R-19 open cell 1/2 Ib. spray foam insulation, 5 inches in 2 x 10 joist cavity, carpet covering Raised Floor-c: Floor-Over open crawl space or garage, 57 116 0 40 40 ____.._..._Custom, Floor_over porch,carpet cov_ering____..______ Subtotals for structure: 34,402 0 20,411 20,411 People: 5 1,000 1,150 2,150 Equipment: 0 2,950 2,950 Lighting: 0 0 0 Ductwork: 5,960 2,477 1,246 3,723 Infiltration:Winter CFM: 135, Summer CFM: 65 5,930 2,131 1,363 3,494 Ventilation:Winter CFM: 30, Summer CFM: 30 1,319 980 626 1,606 AED Excursion: ... --_________ ______ __ 0 0 1 493 1,493 ............._.. - ---- - -- ---- ---- -- -- ------------ Total Building Load Totals: 47,611 6,587 29,239 35,826 Check Figures . Total Building Supply CFM: 1,303 CFM Per Square ft.: 0.380 Square ft. of Room Area: 3,431 Square ft. Per Ton: 1,149 Volume (ft[]): 33,152 FBuil`din Loads." '" Total Heating Required Including Ventilation Air: 47,611 Btuh 47.611 MBH Total Sensible Gain: 29,239 Btuh 82 % Total Latent Gain: ' 6,587 Btuh 18 % Total Cooling Required Including Ventilation Air: 35,826 Btuh 2.99 Tons (Based On Sensible+ Latent) Notes s W - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\DROBO5N\Public...\OS012 Cellar Residence 8431 -rev windws 4.5.18.rh9 Thursday,April 05, 2018, 10:53 AM lRFiNac Res dentia)&Light-Commeraai HUAG Load's EliteSoftwar Development Jacksonville;Build�ngFSaerice OS012 Cetlar,Residence 3431 REV Windws: jdcksb`hvjlle FL_32259 °, ® 560e:4- Buildin Ae,'Chart Ventilation 3% Infiltration 12% Floor 23% Ductwork 13% Door 2% Roof 12% N ; Glass 18% Wall 17% Floor 1% AED Excursion 4% Roof 12% Ventilation 4% Infiltration 10% Wall 11% Ductwork 10% Equipment 8% Glass 31% People 6% Door 2% \\DROB05N\Public...\OS012 Cellar Residence 3431 -rev windws 4.5.18:rh9 Thursday,April 05,2018, 10:53 AM Rhyac; Residential&:Light Commercial HVAC Loads Elite Software Development,Inc.. Jacicsonuille.,BuildmgScience 0S012 Cellar.Restdence 3431 REV Wndws ac - . Jksonville FL_32259 ', Pa e 5 Manual S Performance Data - S stem 1 - Sstem 1 Loads and Desi n Conditions Cooling: Outdoor Dry Bulb: 95 Sensible Gain: 29,239 Outdoor Wet Bulb: 77 Latent Gain: 6,587 Indoor Dry Bulb: 75 Total Gain: 35,826 Indoor RH: 50 Load SHR: 0.82 Supply Airflow: Entering Dry Bulb: 75 Entering Wet Bulb: 63_ Heating: Outdoor Dry Bulb: 32 Sensible Loss: 47,611 Indoor Dry Bulb: 72 Entering Dry Bulb: 68.2 Indoor RH: 30 Supply Airflow: 35,201 E ui inept Performance Data at System Design,Conditions Cooling: Model Type: Air Source Heat Pump, Model: 4TWR6042H1+TEM6AOC42H41+TDR, Nominal Capacity: 36,931, Manufacturer: TRANE Interpolation Results: Percent Load of Load Sensible Capacity: 29,290 29,239 102% Latent Capacity: 7,641 6,587 116% Total Capacity: 36,931 35,826 103% Heating: Model Type:Air Source Heat Pump, Model: 4TWR6042H1, Nominal Capacity: 39,000, Manufacturer: TRANE Results: Percent Load of Load Heating Capacity: 39,000 47,611 82% \\DR0BO5N\Public...\OS012 Cellar Residence 3431 -rev windws 4.5.18.rh9 Thursday,April 05, 2018, 10:53 AM RhvacResidentialw;8LghtkCommercial HUAC�Loads � „ x"=c3 tEhteSoftwar'`eDe�elgpment lnc; Jack sonvylleFBuyldtngSaence, �050�12CeIlarlResydence 3431 REU Windws," •Jacksonville".FL_32259 ..�. ."�,. . � �. _..- :"._ '. _I. -- s - xLYr ,,�:`'�Pa,��e�,6,•; S stem 1 Room Load Summa - Htg Min. Run Run Clg Clg t Mm Act; �. " - ; Room Area Sens; Htg =Duct Duct Sens: , . Lat :u ClgSys No %Name SF , Btuh CFM Size' "Vel BtuH Btuh GFMFM' ---Zone 1--- 1 Foyer 183 3,094 40 1-0 0 1,020 132 46 46 2 Study 175 4,634 60 1-0 0 2,416 417 110 110 3 Dining Room 170 1,814 24 1-0 0 941 81 43 43 4 Bath 4 54 0 0 1-0 0 0 0 0 0 5 Butler Pantry 66 1,156 15 1-0 0 207 66 9 15 6 Kitchen 306 5,732 75 1-0 0 5,537 436 252 252 7 Family Room 464 6,947 90 1-0 0 6,300 683 287 287 ...........__8._..._Mud Room_........._-----..----...__..........................47...__1,424 19 1-0 0_46_5 53 21 21 Zone 1 subtotal 1,465 24,801 322 16,886 1,868 768 768 ---Zone 2--- 9 Stairs 68 2,781 36 1-0 0 1,117 124 51 51 10 Hall 241 1,141 15 - 1-0 0 695 28 32 32 11 Bath 2 52 603 8 1-0 0 436 29 20 20 12 Bed 2 190 2,659 35 1-0 0 2,540 138 116 116 13 Bed 2 WIC 36 187 2 1-0 0 107 0 5 5 14 Bed 3 WIC 41 584 8 1-0 0 264 46 12 12 15 Bed 3 183 2,306 30 1-0 0 1,859 137 85 85 16 Bath 3 45 139 2 1-0 0 101 0 5 5 17 Bath 3 WC 45 504 7 1-0 0 327 35 15 15 18 Bed 4 213 1,832 24 1-0 0 1,747 80 80 80 .._1.9._.._- und--y___--.. - ...------.._.._._....._....._85......_.._......._.._...__265....._........_..----------3...._.....................--1--�---- - -----194............................_.- -� ....._.__..._...._.. -9 ..__.............................-9..... Zone 2 subtotal 1,198 13,001 169 9,388 617 427 427 ---Zone 3--- 20 Owner's WIC 2 89 649 8 1-0 0 343 45 16 16 21 Owner's Bath 225 2,171 28 1-0 0 1,658 142 75 75 22 Owner's WC 26 238 3 1-0 0 119 19 5 5 23 Owner's 372 3,639 47 1-0 0 4,457 396 203 203 24 Owner's WIC 1 56 633 8 1-0 0 416 44 19 19 -----....-- ..._Zone 3 subtotal-- ----- -767_.........7,331--..... --95 ----------------------------------6,99 ............ -646 - 318- ................-318.-- Ventilation 1,319 626 980 Duct Latent 368 Return_Duct-------------- .__.......---......--------1,.1.60....-----------------...................__...----- -- - -30._.._._.. -2.1109- -- ------ .._.._.._....------ System 1 total 3,431 47,611 587 29,239 6,587 1,303 1,303 ......... _ ........_ ......... _ ....-_... ......... _..._.......... ....... Note: Since the system is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion" method. Conlin $'stem Summary t ` Cooling Sensible/Latent SensibleLatent a Total` Tons Slit Btuh Btuh Net Required: 2.99 82%/18% 29,239 6,587 35,826 Actual: 3.08 79%/21% 29,290 7,641 36,931 Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 4TWR6042H1 4TWR6042H1 Indoor Model: TEM6AOC42H41+TDR Brand: TRANE TRANE Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 9 HSPF 16 SEER Comment: 0 \\DROBO5N\Public...\OS012 Cellar Residence 3431 -rev windws 4.5.18.rh9 Thursday,April 05, 2018, 10:53 AM �Rhvac Residential&Light Commercial�HVAC11Loads r{ Ehte SoftW4r ibevelopment 'Inc +ems;,H�a M Sx.= t' .. `sm. ,s p ° 3yt ,` '! a, E .t i`r`Y ^£ z ` A, a^&� Jacksonville Building Sceence ^ tt #£ r ,^, < , ®5012 Cellar Residence¢343PREQs Wm uvsf Jkkioknvfljd�FL system 1 Room Load Summa cont'd E 'ui ment Data Sound: 0 0 Capacity: 39000 Btuh 36931 Btuh Sensible Capacity: n/a 29,290 Btuh Latent Capacity: n/a 7,641 Btuh AHRI Reference No.: n/a 7563302 \\DROBOSN\Public...\OS012 Cellar Residence 3431 -rev windws 4.5.18.rh9 Thursday,April 05,2018, 10:53 AM Single—Stage • - with Puron@ Refrigerant To 5 Tons Product Data INDUSTRY LEADING FEATURES/BENEFITS Efficiency • 14 SEER/11.5-11.7EER/8.2HSPF — ---�, • Microtube Technology- refrigeration system • Indoor air quality accessories available 4 �f w..■ Sound • Sound leve]as low as 69 dBA • Sound levels as low as 68 dBA with accessory sound blanket Comfort System supports COR ,Edgelb or standard thermostat controls 1 Reliability y • Puron®refrigerant-environmentally sound,won't deplete the ozone layer and low lifetime service cost. i1{ - Scroll compressor • Internal pressure relief valve i � ' Internal thermal overload !! • High pressure switch y • Loss of charge switch • Filter drier • Balanced refrigeration system for maximum reliability Durability NOTE: Ratings contained in this document are subject to change at any time. Always refer to the AHRI directory WeatherArmor"" protection package: (www.ahridirectoiy.org) for the most up-to-date ratings • Solid,durable sheet metal construction information. • Dense wire coil guard h Applications • Long-line-up to 250 feet(76.20 m)total equivalent length,up to 200 feet(60.96 m)condenser above evaporator,or up to 80 ft. ' (24.38 m)evaporator above condenser(See Longline Guide for more information.) • Low ambient(down to-20°F/-28.9°C)with accessory kit Monday, March 16, 2015 Case Summary Report 'arra to the Experts; Job: 2/10/2017 i Cane 1 Outdoor: CH14NB0420000A0 Indoor:FB4CNP042L Type: Dom SplitHP,208/230,1❑ SODBz`F` SIDB F SIKH SIWB `F' WODB rF WIDB FElev ft' Suction line loss: ft AUF cfm' 93:5 00 51:2 67:0 35.9 7Q:0 0 1@) 1225 Unit Net Cool Net Cool Net Cool Cool Net Heat Heat AVF Sensible Latent Capacity SEER kW Capacity HSPF kW (cfm) (Btuh) (Btuh) (Btuh) (Btuh) HRI;Rated` 1225! 0 0 40000 14,00 3.48 41000 8.20 11:33 Ad us`,ted; 122'5' 28365. 11940' 40305'. 3,4.3 3-4597 3:12; 2017-Mar-10 09:17:34 - -wrightsofr Performance Calculator 1.0.22 Page 1 Case Details Report fl Tum to the Expertg Job: 2/10/2017 Case 1 Equipment Cooling Data Table Outdoor:CH14NB0420000A0 Indoor:FB4CNP042L ODB 75 85 95 105 115 125 (OF) Total Sens Pwr Total Sens Pwr Total Sens Pwr Total Sens Pwr Total Sens Pwr Total Sens Pwr AVF EDB EWB (Btuh) (M) (Btuh) (M) (Btuh) (kW) (Btuh) (M) (Btuh) (M) (Btuh) (M) (rfm) MF) (fl F) 1225 80 57 38470 38470 2.84 37120 37120 3.14 35680 35680 3.48 34030 34030 3.88 32080 32080 4.38 29780 29780 5.01 62 40020 35220 2.83 38320 34410 3.14 36510 33540 3.48 34480 32520 3.88 32150 32150 4.38 29820 29820 5.01 67 43900 29850 2.81 42030 29070 3.13 40000 28240 3.48 37700 27310 3.88 35040 26260 4.38 31980 25050 5.00 72 48180 24310 2.78 46140 23540 3.12 43910 22720 3.47 41390 21790 3.89 38480 20750 4.38 35140 19570 4.98 1400 80 57 40070 40070 2.87 38630 38630 3.18 37090 37090 3.52 35310 35310 3.92 33230 33230 4.42 30780 30780 5.04 62 40950 37700 2.86 39200 36820 3.18 37360 35820 3.52 35360 35360 3.92 33270 33270 4.42 30820 30820 5.04 67 44770 31730 2.84 42820 30940 3.17 40700 30100 3.51 38300 29140 3.92 35550 28060 4.42 32390 26810 5.03 72 49110 25480 2.81 46980 24700 3.15 44640 23850 3.51 42030 22910 3.92 39000 21850 4.41 35570 20660 5.02 1575 80 57 41400 41400 2.90 39890 39890 3.21 38250 38250 3.55 36360 36360 3.96 34170 34170 4.45 31600 31600 5.07 62 41760 39890 2.89 39970 39970 3.21 38300 38300 3.55 36410 36410 3.96 34210 34210 4.45 31640 31640 5.07 67 45440 33530 2.87 43410 32720 3.20 41220 31850 3.55 38750 30880 3.96 35920 29750 4.45 32710 28460 5.06 72 49810 26570 2.84 47600 25780 3.18 45200 24930 3.54 42490 23970 3.96 39380 22900 4.44 35860 21700 5.05 ODB: Outdoor dry bulb Total: Total capacity EWB: Indoor wet bulb Sens: Sensible capacity AVF: Air volumetric flow Pwr: kW input EDB: Indoor dry bulb 2017-Mar-10 09:17:34 wrightsofir° Performance Calculator 1.0.22 Page 1 Case Details Report m T=to the ExpertK Job: 2/10/2017 Case 1 Equipment Heating Data Table Outdoor: CH14NB0420000A0 Indoor:FB4CNP042L ODB -3 7 17 27 37 47 57 67 (0 F) Total Pwr Total Pwr Total Pwr Total Pwr Total Pwr Total Pwr Total Pwr Total Pwr EDB AVF (Btuh) (kW) (Btuh) (kW) (Btuh) (kW) (Btuh) (kW) (Btuh) (kW) (Btuh) (kW) (Btuh) (kW) (Btuh) (kW) (n F) Wrn) 65 1225 15590 2.48 19930 2.59 24830 2.71 30260 2.87 35660 3.01 41580 3.18 48020 3.34 53690 3.47 1400 15910 2.50 20280 2.59 25750 2.72 30600 2.84 36050 2.98 42100 3.14 48210 3.26 53510 3.37 1575 16190 2.51 20580 2.60 26050 2.72 30910 2.84 36390 2.96 42450 3.10 48180 3.20 53240 3.31 70 1225 14780 2.58 19200 2.69 24060 2.82 29800 2.98 35190 3.14 41000 3.32 47420 3.48 53090 3.62 1400 15070 2.59 19520 2.69 24440 2.81 30130 2.96 35550 3.10 41490 3.27 47700 3.40 52990 3.52 1575 15330 2.61 19820 2.71 24790 2.82 30420 2.95 35890 3.09 41910 3.24 47750 3.35 52740 3.45 75 1225 14000 2.68 18500 2.79 23380 2.93 29350 3.11 34700 3.28 40410 3.47 46830 3.64 52470 3.79 1400 14270 2.69 18800 2.80 23740 2.92 29680 3.09 35070 3.24 40890 3.41 47130 3.55 52430 3.68 1575 14510 2.71 19070 2.81 24050 2.93 29950 3.07 35390 3.21 41300 3.38 47260 3.50 52230 3.60 ODB: Outdoor dry bulb Totl: Total capacity AVF: Air volumetric flow Pwr: kW input EDB: Indoor dry bulb 2017-Mar-10 09:17:34 wrightsoft• Performance Calculator 1.0.22 Page 2 n utero OCA CD O O O O. O" C" Cd Cd 07 b� CC I7� Cd �J x .Cd- td d Grl y y :� j b t7' (fl p a0 cc .m cc cn co co. CD �.0. p ti '� ti n: n: Q A w w W w N N N y �, p. UOc G �, 00 o mZ� NUl CD LA o A; ® Y�ri _ u N N �, ,_., •-• r- � rw+ A J> .p W 00 00 lD g; C" f7 O Vh VA C1 J lli U Vii N � ~ O N 1:2 � 00 LA l.Ii O "DD W W p W W U O\ O p d W Q, J N .-� ^ 00 00 —1 C) n CD x ON N N N N N N N N N N N N N N N N N N N N N N N _r Vvi W Vii J O O O O CO Q � W N CD d Q o 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 n Q O CD QO U U U U U U U U U U U U U U U U U U U U U U U - ---! 0 n N N N N N N N N N N N N N N N N N N N N N N N N '� A U Imo• n J J V V N V V �1 J J J J �] J J J J J J J J J J J C•' � U Oo U N 00 00 00 00 00 00 00 00 00 00 00 Oo 00 00 OO 00 Oo 00 Oo OC 00 00 00 [xj n 4\ A W W J lli (3'1 l Y n N N N N N N N N N N N N N N N N N N N N N N N N r � W J N O U O U _�•+ C rr ~ �' W �D W T W w O� W W a\ W W J A A U :P � �O W W U V U 'i a ("). O N N .~-• U U U � d n n p �m Go N c cnw OVo O�Do NN 00 WAW W AW W AAAAU O \ NO C � O O' l0 .. N .- N N — 3' rO -< N N N O N N N C/]. F� O CD 00 Q w w oo .A •A rn a oo w w o\ oo rn �' N N N x X x � X � c rl�l-H < - - 01 O� •v n ■ 00 w 00 w 00 00 00 00 00 00 ~ o0 00 00 ~ cn c C P19 N N N N N O N N O N O .XA. k Xk AAX AX00 k ? k k Xk 0o X X X r DO 00 00 00 O\ 00 ON O CD 0q CD F-' O N JACKSONViLLE- BUILDING Manual D . . ® , SCIENCE® Duct Design PARTNER OF THE YEAR Sustained Excellence Providence Homes Cellar Residence v17.10 OS012 rev 4.5.18 Return Netwoik =�^„ C�al"a r�Y t a aGnllfi'- Elemen h � L 'r `Ftttz FitfIEl"- �1�FI aUelDuct Uel Q�TYp� Stze y= �' SpectPi � FG,, 11E Plenum 900 15.9 u16.6 720 10 X 18 Owners 318 2 60 55 117 117 10.8 10.0 413 1 12 18x12 Bed 2 141 2 60 55 117 117 8.0 6.6 324 1 9 10x10 Bed 3 97 2 1 60 55 117 117 6.9 1 6.1 344 1 1 8 10x10 Bed 4 87 2 60 55 117 117 6.6 5.2 255 1 8 10x10 Stairs 930 2 60 55 117 117 16.0 16.9 529 1 18 24x18 Study 131 jumper 7.8 6.3 240 1 10 14x8 Fresh Air 40 Fresh air 4.9 3.5 459 ] 4 1 6x6 4/5/2018 all calculations and designs in accordance with ACCA Manual D 2009-2014 Rev pg 2 of DO I NEED A TREE REMOVAL PERMIT? City of Atlantic Beach Building and Zoning Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 �� yZ�srC Phone: (904)247-5826 Fax: (904)247-58.45 Email: Building-Dept@coab.us Directions: Start at Part A answering each question following the.flow chart to determine if a Tree Removal Permit is required for your project. Part A Has there been any construction on the property in the last 2 years or is there any construction planned in the next 2 years? (only consider work requiring a permit)' Yes Did the construction have combined permit valuation of$10,000 or more? Yes Are any of the trees to be removed 6 inches or larger in diameterz? Yes A permit is-required. No A pennit is NOT required for your tree removal. No A permit is NOT,required under Part A. Move to Part B. No A.permit is NOT required under Part A. Move to Part B. Part B Are any of the trees to be removed 20 inches or larger in diameter? Yes Are the trees.20 inches or larger one of the following species? Bald Cypress Southern Red Cedar Eastern Red Cedar Winged Elm Florida Elm Live Oak Pecan -Pignut Hickory Loblolly Bay Southern Magnolia Sweetbay Magnolia Red Maple Florida Maple Tupelo Yes A permit is required. No A permit is NOT required. Move to Part C. No A permit is NOT required. Move to Part C. Part C Are any of the trees to be removed a Sand Live Oak(Quercus Geminata)that is 8 inches or larger in diameter? Yes A permit is required. No A permit is NOT required. 1. All permitted construction on the property must be considered including plumbing, electrical, mechanical, renovations and additions even if they are not related to the diameter tree removal. 2. The City uses Diameter at Breast Height (DBH) for measurement, which is the - diameter of the tree trunk at 54 inches off the ground.For trees that fork below breast height,combine the DBHs of each trunk.For trees that fork at breast height,measure 54' 8" just below the fork. Version:5/16 Based on the requirements of Chapter 23 of the Code of Ordinances RECEIVED �. CITY OF ATLANTIC BEACH VAY 1 62018 $00 Seminole Road # Atlantic Beach, Florida 32233 C11 Bu;"dlntg. Department r� of Atlantic Beach, FL REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 5ZI54 e Revision to Issued Permit /Corrections to Comments Permit# S17-03zq Project Address 3 S 0 Oet-�F)N LV'C> - -- Contractor/Contact Name 1' oVIDo5NGE7 Caoys-reac7/oN a. /� L.E�N�!7,;e—i) Phone 01q) 26,Z - ! g J g Email corn Description of Proposed Revision/Corrections: Permit Fee ue $ .CSO I) -b t5z, r7 �r c, lZ ��1 R +Z F6 y- rbeM z5y At-6x / tf voc-oev y . Z) New aEwgiNA L m,4-yoN Aepallo"m av Aix �T�#unco4x Additional Increase in Building Value $ QS Additional S.F. 2S If By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contract gen ontractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/PIan Review Comments Co a 74 co Department Review Required: 1� _ WanniWngg &Zoning iewed By Tree Administrator Public Works � / c/ Public Utilities S Z G2 Public Safety Date Fire Services N N m OFFICE COPY r x - m > zm mGz ; °6 o � = z - oD = p W � � REVI � � 0Doo > um5 < z m z = mo BP#� ��«,any m � � mo � D � Z m � � � mfr 20 > cn m � � z :ME � � z D -oo DATE�aG as y o � mmDOom "I < z0 m = zy SIGNED D � 140 � � KDm (TI viz ��^^ z 0 o DX Om - -u < (n cnWC 0 0 z V, On7s 0 co ) � m � � � � cr X p mrr- y � � o = � 9 r 03Xp D m mz > pmomr Xz x m m Fn 0pozomwp m � I m C7 � � r r m � °° cnG1DD n � z z r 0 _ � m w m > m m z O z r Ztvm � zmr � D r c0 „ Z � * � r � D � P m m czi� co � con � mz 00 zcmm Kxxxxxx D D ;oD X T c/) mp OmU) vo n N m m D � oOZ � SW3 p c -i r -� G' Z p C v NOTE 3 * o m z r p N m D z N X r Z r N 0 z N 7rl N � — N c X i c T N z N SW3 m N N NOTE 3 -< Ro D 16 � D Z 8 ao ;a j�d t d r1®d _ tet1 m•, m A z= MODIFIED BY APEX TECHNOLOGY `.� a'• C cep 71 �• PROVIDENCE HOMES ni'� �•''••••..•••••° �',�`� m CELLAR RES. OCEAN BLVD, LOT 5 00 ,,, ,« NEW BEARING LOCATION ADDENDUM DocuSign Envelope ID:5034564E-D2B2-4594-B9D8-D10F459B07DB Ply: 1 SEQN:3 4 UFY Cellar Residence Qty: 1 FROM: D F07 REPAIR Wgt:135.8 Ibs / ... 05/08/2018 OVIDENCE HOMES CELLER RESIDENCE REPAIR:TRUSS CUT FOR STAIRS REVISION CUT TOP CHORD,BOTTOM CHORD AND WEBS AS NEEDED y, 2x4 NO 2 SYP SCAB APPLIED TO BP7/�' EACH FACE WITH MIN(3)0.131" (TYP) EACH END,EACH FACE DATE_� /.,26 201 16"os8 APPLIED TO EACH FACE WITH SIGNED 0.31"x3 AT 3"O.C. ==4X5 = =3X3[10] W=3X4 =4X5 =3X3 A B C D E F GH I J K LM X T 7; W7 + 1 V U T S R 4 P 04 N =3X8 =3X8 =3X3 W=H0310 =3X8 =3X8 �—4' 24'212 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(I-Q: 0.235 E 990 360 W 797 /- /_ /_ /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.517 E 633 240 Q 1165 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 B - - N 67 /- /- /- /- /3.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.057 B W Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Q Min Brg Width Req= 1.5 TCDL:NA sf Bldg Code: FBC 2017 RES Max TC CSI: 0.803 N Min Brg Width Req= 1.5 Soffit: 0.00 P g Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.818 Bearings W,Q,&0 Fcperp=565psi. Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.476 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE,HS VIEW Ver:18.01.00.0323.07 A-B 1 0 G-H 0 -1828 Lumber Additional Notes B-C 0 -1925 H-1 0 -1828 C-D 0-1925 I-J 368 0 Top chord 4x2 SP#2 +2x6 continuous strongback.See detail D-E 0-2369 J-K 368 0 Bot chord 4x2 SP#1 :B2 4x2 SP#2: STRBRIBR1014 for bracing and bridging E-F 0 -2371 K-L 3 0 Webs 4x2 SP#3 recommendations. F-G 0 -1828 L-M 0 0 Truss must be installed as shown with top chord up. Plating Notes All plates are 1.5X3 except as noted. The 0 overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table W-V 1131 0 R-Q 1001 0 JT Plate Chord JT Plate Chord V-U 2344 0 Q-P 0 -5 No Size Shift Bite No Size Shift Bite U-T 2371 0 P-0 0 -3 [10] 3X3 1.25 L 1.25 T-S 2367 0 O-N 0 0 S-R 2367 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) BC 120 0.25 24.23 �� , RU��i X-W 0 -8 F-R 0 -762 ♦ M SS �I A-W 0 79 H-R 0 204 Apply purlins to any chords above or below fillers �� Q •,.•••• �C` ♦ Q E �� W-B 0 -1329 R-I 999 0 at 24"OC unless shown otherwise above. `� Q .• Ci N$ �� .• �, F�'.• i B-V 927 0 I-Q 0 -1375 DeflectionYqo isl _ C V 0 -177 J-Q 0 -205 Max JT VERT DEFL:LL:0.23"DL:0.30".See detail * :C�o�as * V-D 0 -490 Q-K 0 426 DEFLCAMB1014 for camber recommendations. _ } _ D-U 243 -213 K-P 44 0 ccaEts82aa7DaFa... U-E 23 -86 0-L 0 -74 End Vertical Attachment T-F 154 -15 M-N 22 -37 Attach notched end vertical(s)to next end vertical O'•• STATE Q F :4 using 3 10d box or 0.128"x3"min un nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Q R staples,through wide face;or(3)qty.16-Gauge,1" �j S• •'••••• ��` Crown(minimum),1-1/2"length wire staples on each '�/,S/ONA, -- '.%% narrow face. 5/10/2018 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. M 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer T i i Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ) X TrueHouse Michael G Kozlowski Jeffrey P Arneson DerekMurray Adam Russell APE PE No.60839 PE No.58544 PE No..71457 PE No..77693 • DocuSign Envelope ID:5034564E-D2B2-4594-B9D8-D10F459B07DB Ply:1 SEQN:32793/T75/SY42 Cellar Residence Qty: 1 FROM: DRW: F07A REPAIR Wgt:140.0 lbs / ... 05/08/2018 PROVIDENCE HOMES CELLER RESIDENCE REPAIR.TRUSS CUT FOR STAIRS CUT TOP CHORD,BOTTOM CHORD AND WEBS AS NEEDED 2x4 NO 2 SYP SCAB APPLIED TO EACH FACE WITH MIN(3)0.131" (TYP) EACH END,EACH FACE W=3X4 3X3[3] =3X8 =3X3 =3X3[13] =3X8 =3X3 A B C D E F G H I J K L M T 9 + Y 1 X W V U T S R Q P _0M N =4X5 =4X4[4] =3X8 W=3X8 =3X3 =3X8 W=3X4 =3X8 1'6" 197'12 1 TV4--i 24'2"12 _I Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL 1W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.184 F 999 360 W 1281 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.487 F 768 240 P 1220 /_ /_ /_ /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.026 A - - N -181 1181 /- /- /- /3.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.047 A W Min Erg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 P Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.848 N Min Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.822 Bearings W,P,&O Fcperp=565psi. Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.504 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Tap Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:18.01.00.0323.07 A-B 0 -31 G-H 0 -1521 Lumber End Vertical Attachment B-D 418 0 H-I 0 -1521 C-D 0 -1569 I-J 0 -1521 Top chord 4x2 SP#2 Attach notched end vertical(s)to next end vertical D-E 0 -1569 J-K 504 0 Bot chord 4x2 SP#2:B2 4x2 SP#1: using(3)qty.10d box or(0.128"x3"min)gun nails,or E-F 0 -2022 K-L 504 0 Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire F-G 0 -2025 L-M 0 0 staples,through wide face;or(3)qty.16-Gauge,1" Special Loads Crown(minimum),1-1/2"length wire staples on each --(Lumber Dur.Fac.=0.90/Plate Dur.Fac.=0.90) narrow face. Maximum Bot Chord Forces Per Ply(Ibs) TC:From 76 plf at 0.12 to 76 plf at 24.23 Chords Tens.Comp. Chords Tens. Comp. p BC:From 7 plf at 0.00 to 7 If at 24.23 Additional Notes X-W 0 -379 S-R 2022 0 TC: 343 Ib Conc.Load at 0.12 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging W-V 780 -20 R-Q 720 0 Plating Notes recommendations. V-U 1986 0 Q-P 720 0 All plates are 1.5X3 except as noted. Negative reaction(s)of-181#MAX.from a non-wind U-T 1986 0 P-0 1 -5 load case requires uplift connection.See Maximum T-S 2025 0 O-N 0 0 Plate Shift Table Reactions. JT Plate Chord JT Plate Chord Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite The overall height of this truss excluding overhang is [3] 3X3 1.25 R 1.25 [41 4X4 1.25 L 1.25 1-8-0. X-A 0 -264 S-G 130 -29 [13] 3X3 1.25 L 1.25 , � K �R USS�I'-, Y-X 550 -120 ICS-R 0 210 Purlins �% QP•'GEN••'•�� ' ♦ B-W 0 -562 R-J 966 0 In lieu of structural panels or rigid ceiling use purlins .% Q;' � SFS'. i W-C 0-1308 J-P 0 -1341 to laterally brace chords as follows: DocuSigned by: Chord Spacing(in oc) Start(ft) End(ft) o 7 3 !, C-V 952 0 K-P 0 202 TC 24 0.12 24.23 * D-V 0 -183 P-L 0 -585 BC 120 0.00 24.23 V-E 0 -517 L-O 122 -19 Apply purlins to any chords above or below fillers CC4E1682*7D4F4.. E-T 284 -123 M-N 89 0 at 24"OC unless shown otherwise above. O g TAT E F ;•�U ' T-F 27 -96 %i ~ ♦�'��5�4 O R 1 P,GNItoB`. %%� 5/10/2018 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. TM 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer i Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX I'�7r1 �� Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693