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Energy Calculation Form & Manual J's
FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RENAR CAYMAN Builder Name: RENAR HOMES Street: 9334 BREAKERS ROW Permit Office: FT PIERCE City,State,Zip: FT PIERCE,FL, Permit Number: Owner: I Jurisdiction: 661100 Design Location: FL,Fort Pierce County:: St.Lucie(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1616.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.2 1392.00 ft2 b.Frame-Wood,Adjacent R=13.0 224.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ftZ 5. Is this a worst case? No 10.Ceiling Types (1763.0 sgft.) Insulation Area A.Under Attic(Vented) R=30.0 1763.00 ft2 _ - 6. Conditioned floor area above grade(ft2) 1763 b.N/A R= ftZ ftZ Conditioned floor area below grade(ft2) 0 c.N/A R=11.Ducts R ft2 7. Windows(153.7 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 131 Y. a. U-Factor. Sgi, U=0.54 97.67 ft2 SHGC: SHGC=0.25 b. U-Factor: SgI,U=0.61 40.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.23 a.Central Unit 35.6` SEER:14.00 c. U-Factor: Gbl,default 16.00 ftZ SHGC: Clear,default 13.Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a.Electric Heat Pump 34.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.594 ft. Area Weighted Average SHGC: 0.244 14.Hot water systems 8. Floor Types (1763.0 sgft.) Insulation Area a.Electric Cap:40 gallons a.Slab-On-Grade-Grade Edge Insulation R=0.0 1763.00 ft2 b. Conservation features EF:0.920 b.N/A R= ftZ None c.N/A R= ftZ 15.Credits Pstat - Glass/Floor Area: 0.087 Total Proposed Modified Loads: 51.95 c Total Baseline Loads: 57.80 PASS J hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this �• - p t Code. l 'calculation:indicates.compliance with the Florida Energy Code. •rvur'�"�. '.•,;;4�, PREPARED BY Before construction is completed r� `Y p DATE: 7 this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy gode. t►'p�WE OWNER/AGENT: �U��-� BUILDING OFFICIAL: ` DATE: Cy, DATE: - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. FU 5/4/2017 10:46 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant SoftwareCQPaget4 P FORM R405-2014 ' PROJECT Title: RENAR CAYMAN Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1763 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PiatBook: Builder Name: RENAR HOMES Rotate Angle: 270 Street: 9334 BREAKERS ROW Permit Office: FT PIERCE Cross Ventilation: County: St.Lucie Jurisdiction: 661100 Whole House Fan: City,State,Zip: FT PIERCE, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture. Range FL,Fort Pierce Fl- VERO_BEACH MUNI 2 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Block1 1763 14104 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1763 14104 Yes 10 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 209 ft 0 1763 ft2 __ 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1910 ft2 366 ft2 Light 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 1763 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Blown 1763 ft2 0.11 Wood 5/4/201710:46 AM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below - 1 N=>W Exterior Concrete Block-Int Insul Main 4.2 66 8 528.0 ft2 0 0.35 . 0 _2 E=>N Exterior Concrete Block-Int Insul Main 4.2 12 8 96.0 ft2 0 0.35 0 _ 3 S=>E _ Exterior Concrete Block-Int Insul Main 4.2 62 8 496.0 ft2 0 - 0.35 0 4 W=>S Exterior Concrete Block-Int Insul Main 4.2 34 8 272.0 ft2 0 0.35 0 5 N=>W Garage - Frame-Wood Main 13 20 8 160.0 ft2 0 0 0.35 0 6 E=>N Garage . Frame-Wood Main 13 8 8 64.0 ft2 0 0 0.35 0 DOORS # Omt Door Type Space Storms' U-Value Width Height Area Ft In Ft In 1 E=>N Insulated Main None .46 3 6 8 20 ft2 2 N=>W Insulated Main None .46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 270 degrees). Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N=>W 1 - Metal Single(Tinted) Yes 0.54 0.25 22.5 ft2 1 ft 4 in 1 ft 0 in None None 2 N=>W 1 Metal Single(1 inted) Yes 0.61 0.23 40.0 ft2 1 ft 4 in 1 ft 0 in None None 3 E=>N 2 Metal Single(Tinted) Yes 0.54 0.25 10.0 ft2 1 ft 4 in 1 ft 0 in None None 4 S=>E 3 Metal Single(Tinted) Yes 0.54 0.25 6.7 ft2 7 ft 4 in A ft 0 in None None 5 S=>E 3 Metal Single(Tinted) Yes 0.54 0.25 22.5 ft2 1 ft 4 in 1 ft 0 in None None 6 W=>S 4 Metal Single(Tinted) Yes 0.54 0.25 6.0 ft2 1 ft 4 in 1 ft 0 in None None 7 W=>S 4 Metal Single(Tinted) Yes 0.54 0.25 30.0 ft2 1 ft 4 in 1 ft 0 in None 'None 8 W=>S 4 None Glazed Block Yes 0.47 0.24 16.0 ft2 1 ft 4 in 1 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wail insulation 1 440 ft2 440 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50. - 1 Wholehouse Proposed ACH(50) .000152 705.2 38.71 72.81 .1113 3 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 34 kBtu/hr 1 sys#1 51412017 1 0:46 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant,Software Page 3 of 4 FORM R405-2014 COOLING.SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:14 35.6 kBtu/hr 1068 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage. 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM , FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF . None None ft2 DUCTS =--Supply-- -—Return— Air CFM 25 CFM25 HVAC# v # Location R Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool ,F 1 Attic 6 131 ft2 Attic 54 ft2 Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb [[ �Mar [ A r Ma [X]Jun n Juf [)C)AugX]Se Oct Nov Dec Heatin HJan Feb (X]Mar [] r L May I ]Jun Jul i ]Aug I ]SepOct NovDec Ventin Jan Feb [[�X]]Mar [Xl r [ Ma [ ]]Jun Jul [ ]Au [ ]]Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 81 9 10 11 12 Cooling(VVD) 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 None 0 0 0 0 1 -Electric Heat Pump 0% 1 -Central Unit. 5/4/2017 10:46 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX = 90 The lower the EnergyPerformance Index,the more efficient the home. 9334 BREAKERS ROW, FT PIERCE, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.2 1392.00 ft2 b.Frame-Wood,Adjacent R=13.0 224.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case. No a.Under Attic {Vented} R=30.0 1763.00 ft2 6. Conditioned floor area(ft2) 1763 b.N/A R= ft2 7. Windows" Description Area c.WA R= ft2 2 Ducts R ft2 SHGC: SHGC=0.25 11. a. or. Sgl,U=0.54 97.67 ft a.Sup:Attic,Ret:Attic,AH:Garage 6 131 SHGC b. U-Factor. Sgl,U=0.61 40.00 ft2 SHGC: SHGC=0.23 12.Cooling systems kBtu/hr Efficiency c. U-Factor. Gbl,default 16.00 ft2 a.Central Unit 35.6 SEER:14.00 SHGC: Clear,default d. U-Factor. N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 34.0 HSPF:8.50 Area Weighted Average Overhang Depth: 1.594 ft. Area Weighted Average SHGC: 0.244 8. Floor Types Insulation Area 14.Hot water systems a.Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1763.00 ft2 EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat 1 certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed(or exceeded) ,t,©�' Esr.�r� in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code ompliant features. � z Builder Signature: p ti 9 i"l.v'"Yt�� . Date: � ..C.�, � 7 c� IX n .� Address of New Home: ac,cLA-." City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 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. 5/4/2017 10:46 AM 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: 9334 BREAKERS ROW Permit Number. FT PIERCE,FL, MANDATORY REQUIREMENTS See individual code sections for full details. 13 401.3 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. R402A 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. O 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 manufacturer's instructions and the criteria listed 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 5 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).Where required by the code official,testing shall be conducted by 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 anytime 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 leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. 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 Us)when tested in accordance with ASTM E 253 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. 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(Mandatory)AII 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 an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by 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 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(26 Pa)across the entire system,including the manufacturer's air handler 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 Umin)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 manufacturer's air handler enclosure.All 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. 5/4/201710:46 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105`F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 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'A Inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403A.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 1007 to 140°F(38°C to 60'C). • R403.4A.1.2 Shutdown. 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 bumer(s) of combustion types of service water heating systems to be turned off. O 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. R403.4.4.2.1 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. p 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. 0 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. • R403.6.1.1 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 manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/41201 7 1 0:46 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value forAHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded 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 toad 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. O 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. . R403.6.1.2.2 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 bumers 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 Ileu of Section R403. p 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 55°F,and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ 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 pemlanently 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. ❑ 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. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O 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. 5/4/201 7 1 0:46 AM EnergyGouge®USA-FlaRes2014 -Section.R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RENAR CAYMAN Builder Name: RENAR HOMES Street: 9334 BREAKERS ROW Permit Office: FT PIERCE City,State,Zip: FT PIERCE,FL, Permit Number: Owner. Jurisdiction: 661100 Design Location: FL,Fort Pierce 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. 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. Access openings,drop down stairs or knee wail doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation w 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/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. 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. 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 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 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 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 sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 5/41201 7 1 0:46 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary : Project Title: 9334 BREAKERS ROW RENAR CAYMAN FT PIERCE, FL. 5/4/2017 Location for weather data: Fort Pierce;FL -Defaults: Latitude(27.48) Altitude(25 ft.) Temp.Range(L) Humidi data: Interior RH 50% Outdoor wet bulb 78F Humiditv difference 62 r. Winter design teinperature(TMY3 99%) 40 F Summer design temperature(TMY3 99%) 91 F -Winter setpoint 70 'F Summer setpoint 75 F Winter temperature difference 30 F . Summer temperature difference .16 F Total heatina load calculation- 28792 Btuh Total coolina load calculation 33134 Btuh Submitted heating capacity %of talc_ Btuh Submitted cooling capacity %of calc Btuh Total (Electric Heat Pump) 118.1 34000 Sensible(SHR=0.75) 124.0 26700 Heat Pump+Auxiliary(O.OkW) 118.1' 34000 Latent 76.7 8900 Total Electric Heat Pump) 107.4 35600 WINTER CALCULATIONS Y Winter Heating Load for 1763 s ft Load component, Load Window total 154 sqft 2540 Btuh Wall total 1425 'sqft 5923 Btuh czli4ngs{5 a; Door total. 38. sqft- 521 Btuh Ceiling total 1763 sqft 1684 Btuh IA'inda,lsi99°kl r Floor total 1763 sqft 7399 Btuh Floors{zs39s} Infiltration 279 cfm 9204 Btuh Duct loss -1521 Btuh Subtotal 28792 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 1 28792 _ Btuh SUMMER CALCULATIONS- -Summer Cooling Load for 1763 s'ft Load component Load Window total 154 sqft 4048 Btuh Wall total' 1425- sqft 3159 Btuh "r:alls(5:55fi) Door total 38 sqft 539 Btuh Doors{1.a 5F 7ro Ceilings(+cfi, Ceiling total 1763 sqft 2527 Btuh Floor total 0 Btuh Infiltration 209 cfm 3682' Btuh :"lindo�rs(.122' ., Internal gain • 5700, Btuh Duct gain 1883 Btuh tnfil.(37.7°r,) Sens.Ventilation, 0 -cfm 0 Btuh Blower Load 0 Btuh 6 Total sensible gain .21537 Btuh Latentintl;o.D°.6; Latent gain(ducts) 778 Btuh Latent gain(nfiltration) 8819 Btuh Latent gain(ventilation) 0. Btuh ?' Int.Galn(17.2°S Latent gain(internal/occupants/other). 2000 Btuh 0vcts(S.G°5J ` Total latent gain 11597 Btuh- TOTAL HEAT GAIN 33134 . Btuh EnergyGauge® stem i 8th Edition PREPARED BY: DATE: EnergyGauge®/USRCZB v5.1 0-y-gstem Sizing Calculations - Summer Residential Load - Room by Room Component Details Project Title: 9334 BREAKERS ROW RENAR CAYMAN FT PIERCE, FL 5/4/2017 Reference City: Fort Pierce, FL Temperature Difference: 16.OF(TMY3 99%) Humidity difference: 62gr. •i,.S :i_..r t.. 1 i1;i ::ter,:: f>�C�oads�f`o =��•t Type* Overhang WindowArea(sgft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshadec Shaded Unshaded 1 1 NFRC 0.25,0.54 No No W 1.3ft 1.0ft 22.5 0.5 22.0 14 33 731 Btuh 2 1 NFRC 0.23.0.61 No No W 1.3ft 1.0ft 40.0 0.6 39.4 15 32 1272 Btuh 3 1 NFRC 0.25,0.54 No No N 1.3ft 1.0ft 10.0 0.0 10.0 14 14 140 Btuh 4 1 NFRC 0.25,0.54 No No E 7.3ft 1.0ft 6.7 5.1 1.6 14 33 123 Btuh 5 1 NFRC 0.25,0.54 No No E 1.3ft 1.0ft 22.5 0.5 22.0 14 33 731 Btuh 6 1 NFRC 0.25,0.54 No No S 1.3ft 1.0ft 6.0 6.0 0.0 14 15 84 Btuh 7 1 NFRC 0.25,0.54 No No S 1.3ft 1.0ft 30.0 30.0 0.0 14 15 420 Btuh 8 BlockNFM4,0.47 No No S 1.3ft 1.0ft 16.0 16.0 0.0 13 14 203 Btuh Window Total 154(sqft) 3704 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk,Hollow-Ext 0.15 4.2/0.0 465.5 2.4 1095 Btuh 2 Concrete BIk,Hollow-Ext 0.15 4.2/0.0 66.0 2.4 155 Btuh 3 Concrete Blk,Hollow-Ext 0.15 4.2/0.0 466.8 2.4 1098 Btuh 4 Concrete Blk,Hollow-Ext 0.15 4.2/0.0 220.0 2.4 518 Btuh 5 Frame-Wood-Adj 0.09 13.0/0.0 142.2 1.4 202 Btuh 6 Frame-Wood-Adj 0.09 13.0/0.0 64.0 1.4 91 Btuh Wall Total 1425(sqft) 3159 Btuh Doors Type Area(sqft) HTM Load 1 Insulated-Exterior 20.0 14.3 285 Btuh 2 Insulated-Garage 17.8 14.3 254 Stuh Door Total 38(sqft) 539 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load • 1 Vented Attic/Light/Shingle 0.032 30.0/0.0 1763.0 1.43 2527 Btuh Ceiling Total 1763(sqft) 2527 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1763(ft-perimeter) 0.0 0 Btuh Floor Total 1763.0(sqft) 0 Btuh Zone Envelope Subtotal: 9928 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.89 14104 1.00 209.3 3682 Btuh Internal Occupants Btuh/occupant Appliance Load gain 10 X 230 + 3400 5700 Stuh Sensible Envelope Load: 19310 Btuh Duct IOad Average sealed,Supply(R6.0-Attic),Return(R6.0-Attic) (DGM of 0.096) 1850 Btuh I Sensible Zone Load 21159 Btuh EnergyGaugeO/USRCZB v5.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL—VERO—BEACH—M UNICI PAL—A 9334 BREAKERS ROW RENAR CAYMAN - FT PIERCE, FL 5/4/2017 ........ . ..... . -7 .. ...... Windows July excursion for System 1 345 Btuh Excursion Subtotal: 345 Btuh in Duct load 33 Btuh Sensible Excursion Load 378 Btuh EnergyGauge@ USRCZB v5.1 Page 2 . Manual-J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL VERO_BEACH_MUNICIPAL_A 9334 BREAKERS ROW RENAR CAYMAN FT PIERCE, FL 5/4/2017 .�. .::: ..ice,::.:rtl',c:.,4,,::, �:'>ii:e...�i ^7-'" :.�•� :: J_.. ...:..r.):t•.^•,vat..I. • .....t.,. c t:.-tJi.L..-_il..,:l.lu.,:.. :.. .. ..x;.U.:,,..a.:...,.....l.f :-r.vt<..1.1 ...,t .�:•'.:^_r iilY !:V=i W 1 _.i a ..fY:.':• v."I. -. ..._..... .... t.J.::ts._i1... .!!=:•1•�:f.rn ..::!'. .LF'`- ..i.. .i t.. .....• ......rt...,..,.-_ ....� t ....:. !tr't' 'Sw,-::,.;•:ry'n1i5:'�''`ES.:a z:� rC Sensible Envelope Load All Zones 19654 Btuh Sensible Duct Load 1883 Btuh Total Sensible Zone Loads 21537 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 21537 Btuh Totals for Cooling Latent infiltration gain (for 62 gr. humidity difference) 8819 Btuh Latent ventilation gain 0 Btuh Latent duct gain 778 Btuh Latent occupant gain (10.0 people @ 200 Btuh per person) 2000 Btuh Latent other gain 0 Btuh Latent total gain 11597 Btuh TOTAL GAIN 33134 Btuh _L� y �N•n z S•< - r.l:: u;li :fs� ,:hr r!Jr. ifa'c�t^.;'�^..:•.::ii[ii.::?}:':!t%%iFji[.' Jyy r :'s.v.as, - `•a.. �ifr, - "fie. tiitEN; 'r..... ....,.., _e .. .u.., ..JJ ...-,,....,.... <... ..:.v..:rv.,„oa .. '.^.•.ictu.Till{[ 1. Central Unit # 35600 Btuh • 'Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (1nSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half(%)) (Omt-compass orientation) Version 8 EnergyGauge®/USRCZB v5.1 Page 3 I .r REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. NOTES: C ADDED FLANGE AND FIN INSTALLATION '12/06/13 R.L. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. D REVISED INSTALLATION DETAILS 08/03/15 R.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK'USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 ,1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. "MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX SIGNED: 1012612015 MI WINDOWS AND DOORS LLC ``� *RII11lp FLOWER1900 AMOUND, TXKESIDE R75028 �`S�CENS," 9�+„ v t` TABLE OF CONTENTS SERIES 420 REINFORCED SGD 96" x 96" SHEET NO. DESCRIPTION NOTES 1 NOTES DRAWN: DWO N0. 2 — 3 ELEVATIONS F.A.� DATE 08 500499' D �ONAit������"" 4 — 10 INSTALLATION DETAILS NTS 02/23/09 1 OF 10 " f .1 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. 96" MAX FRAME WIDTH C ADDED FLANGE.AND FIN INSTALLATION 12/06/13 R.L. (2) ANCHORS PER LOCATION D REVISED INSTALLATION DETAILS 08/03/15 R.L. SEE CHART #3 CHART#1 FOR NUMBER OF LOCATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. REQUIRED SEE NOTE 9 SHEET 1 6" MAX I- u 17" MAX Design pressure chart(ps0 O C. 6" MAX Frame Single Panel and Total Frame VNdth(in) Height 30.0 36.0 42.0 48.0 6" MAX 60.00 72.00 84.00 96.00 (in) Pos Neg Pos Neg Pos Neg Pos Neg 84.0 40.0 60.0 40.0 58.2 40.0 52.2 40.0 48.0 88.0 40.0 40.0 54.9 40.0 49.1 40.0 42.4 92.0 40.0 59.8 40.0 51.9 40.0 46.4 40.0 42.4 96.0 40.0 56.9 40.0 49.2 40.0 43.9 40.0 40.0 17" MAX O.C. CHART#2 -7- WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. 9 6 I O X SEE NOTE 9 SHEET 1 MAX FRAME Design pressure chart(p4 HEIGHT Frame Single Panel and Total Frame VuSdth(in) Height 30.0 36.0 42.0 1 48.0 (in) 60.00 72.00. 84.00 96.00 Pos I Neg Pos Neg Pos Neg Pos I Neg 84.0 60.0 60.0 68.2 58.2 52.2 52.2 48.0 1 48.0 88.0 60.0 60.0 54.9 64.9 49.1 49.1 45.0 45.0 92.0 59.8 59.8 51.9 51.9 46.4 46.4 42.4 42.4 96.0 1 66.9 56.9 49.2 49.2 43.9 43.9 40.0 1 40.0 6" MAX CHART#3 Number of anchor locationsrequired SERIES 420 REINFORCED SGD Frame Single Panel and Total Frame WSdth(in) EXTERIOR VIEW Height 30.0 36.0 42.0 48.0 (in) 60.0 72.0 84.0 96.0 DESIGN PRESSURE RATING IMPACTRATING HSS I Jamb H8S Jamb HBS Jamb H&S Jamb 84.0 4 6 5 6 6 6 6 6 ±40.OPSF NONE 88.0 4 6 5 6 6 6 6 6 92.o 4 6 5 6 6 6 6 6 SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS 96.0 4 6 5 6 6 6 6 6 SIGNED: 1012612015 MI WIND1900oWS LAKESIDE PARKWAY DOORS LLC FLOWER MOUND, TX 75028 \v 4�GENS9S���. SERIES 420 REINFORCED SGD 1k pb1 ELEVATION �� TAT � DRAWN: DWG NO. REV `��'O�(:�';cC,gR►OQ.!\�'� SCALE DATE OS 500T499 D !ij�sS'OA NTS 02/23/09 2 OF 10 rl `� .a o REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. 96" MAX FRAME WIDTH B REVISED PER NEW TESTING 10/29/13 R.L. (1) ANCHOR PER LOCATION C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. AT HEAD & JAMBS D REVISED INSTALLATION DETAILS 08/03/15 R.L. SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX 17 MAX r O.C. �{ 6" MAX CHART#4 6" MAX Number of anchor locations required Frame Single Panel and Total Unit Width(in)Height 30.0 36.0 42.0 48.0 (in) 60.0 72. 84. 96.0 J H8S Jamb H8S Jamb H8S Jamb HE Jamb 17" MAX 84.0 4 6 5 6 6 6 6 6 O.C. 88.0 5 6 5 6 6 6 6 6 92.0 5 6 5 6 6 6 6 6 96 O X 96.0 5 6 5 6 6 6 6 6 MAX FRAME HEIGHT 6" MAX I SERIES 420 REINFORCED SGD (2) ANCHORS PER LOCATION EXTERIOR VIEW AT SILL SEE CHART #4 DESIGN PRESSURE RATING IMPACT RATING FOR NUMBER OF LOCATIONS REQUIRED ±40.OPSF NONE SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS SIGNED: 1012612015 MI 1900 LAKESIDE OWS D DOORPARKWAY LLC FLOWER MOUND, TX 75028 �� �G ENS SERIES 420 REINFORCED SGD 96" x 96" FIN ELEVATION i�oO. TAT OF DRAWN: DWC NO. REV SCALE DATE 08 500 99 D `�\G\\`\. NTS 02/23/09 3 OF 10 REVISIONS 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. 1 3/8" MIN. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. WOOD FRAMING EMBE MENT OR 2X BUCK D REVISED INSTALLATION DETAILS 08/03/15 R.L. BY OTHERS 1/4" MAX. SHIM #10 WOOD SPACE 1 3/8" MIN. 1/4" MAX. SCREW EMBEDMENT F SHIM SPACE 1 O INTERIOR 1/2" MIN. EDGE DISTANCE EXTERIOR INTERIOR SILL TO BE SET V ❑ .+ A BED OF APPROVED #10 WOOD SEALANT SCREW #10 WOOD WOOD FRAMING SCREW EXTER/OR OR 2X BUCK BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAIL ig OR 2X BUCK BY OTHERS WOODFRAMWGOR2XBUCKINSTALLATION 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012612015 MI WINDOWS 00 LAKESIDE DOOPARKWAY LLC R IILo FLOWER MOUND, TX 75028 `�\v �GENSF'9s���, NOTES: SERIES 420 REINFORCED SGD `� 51 ( 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 96" x 96" �6,�a�s'Y� __ NOT SHOWN FOR CLARITY. FRAME INSTALLATION DETAILS :��D; TAT OF 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE �0�•.�� DESIGNED 1N ACCORDANCE WITH ASTM E2112 DRAWN: DWG NO. REV y ORI� SCALE NTS DATE 02/23/09 08 s00E4490F 10 D /// All1G\\\ REVISIONS 3/4" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. METAL 1/4" MAX. B REVISED PER NEW TESTING 10/29/13 R.L. STRUCTURE SHIM SPACE C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. BY OTHERS D REVISED INSTALLATION DETAILS OB/03/15 R.L. 1/4" MAX. r SHIM SPACE #10 SMS OR SELF DRILLING SCREW -T O INTERIOR 3/4" MIN. EDGE DISTANCE 1 EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED #10 SMS OR SEALANT SELF DRILLING SCREWS #10 SMS OR � SELF DRILLING METAL SCREW STRUCTURE' EXTERIOR BY OTHERS METAL STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED: 1012612015 MI N11oLAK LAKESIDE PARKWAND Y LLC 900 FLOWER MOUND, TX 75028 =�N'- �OElys 9A,„ NOTES: SERIES 420 REINFORCED SGD 4TAT o 51 •1.INTERIORANDEXTERIORFINISHES,BYOTHERS, 96" x 96"NOTSHOWNFORCLARITY. FRAME INSTALLATION DETAILS OF 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE i D- . -w DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: DWG NO. REV ��'r��,'°(pR1pQ'-•�t'�� SCAL NTS °ATE 02/23/09 08 SOOE4590F 10 D i���//SONAi1 v`�� REVISIONS 2 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. 1 1/4" MIN. D REVISED INSTALLATION DETAILS 08/03/15 R.L.EMBEDMENT 1 1/4" MIN. CONCRETE/ MASONRY EMBEDMENT 1 4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK J 1/4" MAX. TO BE 2 J I SHIM SPACE PROPERLY MINTERIOR SECURED ESEE NOTE 3 DISTSHEET 1 ,t Y 3/16" TAPCON 3/16" TAPCON .. v ° V ❑ BY OTHERS N °• EXTERIOR INTERIOR CONCRETE/MASONRY SILL TO BE SET IN El A BED OF APPROVED SEALANT �� 'v EXTERIOR 3/16" TAPCON ° OPTIONAL 1 X BUCK JAMB INSTALLATION DETAIL MASONRY/ TO BE PROPERLY CONCRETE(MASONRYINSTALLATION CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 NOTES: A. 1 1/4" MIN. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. f 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. EDGE DISTANCE SIGNED: 1012612015 VERTICAL CROSS SECTION CONCRETE/MASONRYINSTALLATION MI WINDOWS AND DOORS LLC `���utllffrli���. 1900 LAKESIDE PARKWAY `\��J�s R Gp9��i' FLOWER MOUND, TX 75028 ` s, SERIES 420 REINFORCED SGD *• 0 51'. *= FRAME INSTALLATION DETAILS �o, TAT OF DRAWN: DWG NO. REV RVDV- SCALE DATE 08 SOO499 D ✓i�7S��N`Al(�����, NTS 02/23/09 T 6 OF 10 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12, R.L. WOOD FRAMING OR 2X BUCK 8 REVISED PER NEW TESTING 10/29/13 R.L. BY OTHERS 1 3/8" MIN. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L: EMBEDMENT D REVISED INSTALLATION DETAILS 08/03/15 R.L. 1/4' MAX. SHIM SPACE 1 3/8" MIN. 1/4" MAX. EMEBEDMENT SHIM SPACE #10 WOOD SCREWS T- 0 INTERIOR 1/2" MIN. EDGE DISTANCE EXTERIOR INTERIOR IF] I ❑ SILL TO BE SET IN A BED OF APPROVED SEALANT #10 WOOD SCREWS #10 WOOD SCREW El WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING WOOD FRAMING OR 2X BUCK INSTALLATION OR 2X BUCK 1 3/8" MIN. BY OTHERS EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012612015 MI W1900OWKESIDE TARKWADOOR SLLC �RENro FLOWER MOUND, • �� sF s NOTES., SERIES 420 REINFORCED SGD 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 96" x 96" FLANGE INSTALLATION DETAILS TAT OF NOT SHOWN FOR CLARITY. Ail 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE i�iS : P. DESIGNED INACCORDANCE WITHASTME2112 DRAWN: DWGNO. REV ����5 <OR10 G� sc F.A.E DATE 08 500499 0 �!iiS��NA NTS 02/23/09 7 OF 10 REVISIONS REV DESCRIPTION DATE APPROVED 3 MIN. EDGEE DISTANCE A ADDED CHARTS 03/05/12 R.L. D 1/4�� MAX. B REVISED PER NEW TESTING 10/29/13 R.L. METAL SHIM SPACE STRUCTURE C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. BY OTHERS ------ r D REVISED INSTALLATION DETAILS 08/03/15 R.L. 1/4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING T SCREW 3/4" MIN. O INTERIOR EDGE DISTANCE ❑❑ ❑ EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED ❑ ❑ SEALANT SMS OR SELF DRILLING SCREWS #10 SMS OR SELF DRILLING METAL ❑❑ SCREW STRUCTURE --4u i BY OTHERS METAL EXTERIOR STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED: 1012612015 MI WI9ooCWKEs D D PDOOyR Y LLC �\��\\S R 1l'ol///�� FLOWER MOUND, TX 75028 v v�GEMSFgcA NOTES., SERIES 420 REINFORCED SGD *• 0 51 >< 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 96' x 96" NOT SHOWN FOR CLARITY. ., FLANGE INSTALLATION DETAILS TA TE OF 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV %O�••�CQ Q'Y•�� DESIGNED IN ACCORDANCE WITH ASTM E2112 NTS y/Fs•••.Rt�:.G\.�� SCALE DATE 02/23/09 O8 SOOT499 8 OF 10 D //%S�QNA1;fpC�`��\. REVISIONS 2 1/2" MIN. REV DESCRIPTION DATE 11 APPROVED EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. ° c C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. 1 1/4" MIN. D REVISED INSTALLATION DETAILS OB 03 15 R.L. CONCRETE ° EMBEDMENT 1 1/4" MIN. / / MASONRY 1 EMBEDMENT BY OTHERS 1/4-MAX. SHIM SPACE OPTIONAL � 4 MAX. 1X BUCK 2 1/2„ •o I SHIM SPACE INTERIOR PROPERLY 0 B MIN. SECURED O SEE NOTE 3 EDGE SHEET 1 DISTANCE 3/16" TAPCON o 3/16" TAPCON no ❑ CONCRETE/MASONRY a..� BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN • a A BED OF APPROVED SEALANT >.' EXTERIOR 3/16" TAPCON JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL I BUCK CONCRETE/MASONRYINSTALLATION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 n ° a 1 1/4" MIN. NOTES: AND EXTERIOR FINISHES,BY OTHERS, a.'. EMBEDMENT NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE a• DESIGNED 1N ACCORDANCE WITH ASTM E2112 2 1/2" MIN. VERTICAL CROSS SECTION EDGE DISTANCE SIGNED: 1012612015 CONCRETE/MASONRYINSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY \���`g•R Lp�/j�' FLOWER MOUND, TX 75028 +�v�X(•,Eki'%'p SERIES 420 REINFORCED SGD ..: ' o' *=' 96" x 96" _ FLANGE INSTALLATION DETAILS STATty DRAWN: DWG NO. F.A. 0800 T4 NTS SCALE DATE 02/23/09 99 D �p A I G�\\ 9 OF 10 sl �> REVISIONS 1/4" MAX REV DESCRIPTION DATE APPROVED WOOD FRAMING I�SHIM SPACE BY OTHERS I O A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13- R.L. INTERIOR ❑ D REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 5/8" MIN. 1 1/4" EDGE DIST. MIN. EMBEDMENT F :. TRIM n a T INTERIOR EMBEDMENT APPROVED MASONRY/CONCRETE a. SEALANT BEHIND FIN EXTERIOR BY OTHERS 1X BUCK BY OTHERS, #8 WOOD HOOK STRIP 1X BUCK TO BE SCREW 7/16" MIN PROPERLY SECURED EDGE DISTANCE JAMB INSTALLATION DETAIL ❑ 3/1 s" WOOD FRAMING OR 2X BUCK INSTALLATION TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION APPROVED 1/2" MIN. MASONRY/CONCRETE SEAD�NT EDGE BEHIFIN 1 1/4" MIN. DISTANCE METAL STRUCTURE 3/4" MIN. EMBEDMENT EDGE #8 WOOD WOOD BY OTHERS DISTANCE SCREW FRAMING BY OTHERS INTERIOR TRIM TRIM 1/4" MAX. 1 3/8" MIN. SHIM SPACE EMBEDMENT INTERIOR EDGE IDISTANCE HOOK STRIP HOOK STRIP ❑ WOOD S#10CR SELF DRILLING SCR SCREW p, ❑ PANEL EW I NTERIOR EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK EXTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING METAL STRUCTURE SIGNED: 1012612015 MI WINDOWS AND DOORS LLC VERTICAL CROSS FRAMING PARKWAY ION FLOWS MOUND, TX WOOD 75028 FOR SILL INSTALLATION SEE SHEETS4-9. SERIES 420 REINFORCED SGD NOTES. 96" x 96" r 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, =•p ' NOT SHOWN FOR CLARITY. NAILFIN & HOOK INSTALLATION DETAILS TAT �Z 2.PERIMETER AND JOINT SEALANT BY �A �F DESIGNED IN ACCORDANCE WITH ASTM E2E 25 TO BE DRAWN: DWG NO. REV SCALE DATE 0$ 00�499 D 02 NTS /23/09 10 OF 10 Roberto,Lomas P.E. Engineering EValvation iReport 233,W. Mak St Danville,VA 245,41 Report No.� .51080,60 ,434�688--06.09` Al'amas@Irtomaspexam MjWindows and-Dao,mUc 1900.Lakeside Parkway FIOW&NfOutid,TXI$018 Product Urie- Ser!6`s 42,0:Reinf6rced.Aluminum S.01).96N96" Compliance: The:qbdv4! ly4pe E comD...."... _00htioriedpr6ducthas,been 6 A-pt dfP--' ' li56cewith ihe.rj- '-t Uthe'l7lbrida Department of Business and.Professional Regulation,-for Statew de AcceDtance,DeriRdle,6lG2Or3.'005 method 1(0).The prQduct,listed herein,comoll6s.with I-requiremerits of the.current Florida,Building;Code. Supporting'Techhicaf Documentation., prepared1:: Approval dacurnent;drawing number 0$-00499;Revision D and seated iq'd'ljy' Uq'is' _R6bdrto,Ld[1�6t an R-.E .21 R6po&Nd.-CGLI-I 2-11.9 slgned'by Wesley Wi1sch. Oorfstr(jdtidn;Consulting.L6b6,rato,y'International Ca TX AAMkWDMAIC5A IOI .SZA440-0& Design priessur6.,. -±40.Opsf Water'0066 16.00sf,tptio.O.resistance 5., Andhor,,calcuilabons,'rqport number 51 O.'.8.'.06:_I.'8,,:preparadI,,signed andsealed byluis,Robertb,Lomas,FJ,.,E. Limitations and,Conditions of • Maximum deisigip:'pressure: ±40.10psf • Maximum unit size: 06 X b.'O!` • Approved,corifigurafions:,oX,'XO,,.XX,XP, PX,XIPand'PIX • Units ftstbeglazed 0erA.STM'E1'300.-04jwith safety 0,16, zing. • This!prbducf` not rated toise used in the!HvHz. io. This product is not impact resistant and requiries impact protection in wind bome-.debris rec ons. 41 Frame matedaljo 4&aluminum 6063!-T5. U141-flatilofil. Units must . e ,be installed I in accordance 'th' installation instructions and;a6pr6v6j( 'document,08-0,0499,Revision 1). �PkfflfWOn of Ind6p6hdende- P166§e note-that IAW h6Vdnor wjill?abquire,a fi -ii Hiribef6st in any-company Inanp mandfacturirfg,.or distributina the:produci(s)"for which this.reports[s"being lssued,.Also,,I don't.have norVIII acquire a, 'fih4ncjalJhW6$t-R,any:other entity.ievolved j"n the 800t6val process of-the.IjOtbdiff,oduq.t(s); N v, SO, 0/ — 4_ �T;��f OF • it 1.df I Luis R.Lomas, P.E. FL No: 62514 101 /29/2015