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HomeMy WebLinkAboutRevison; Product Approvals for Windows, SGD, Vinyl Soffit & Driveway + Sidewalk detailsOFFICE USE ONLY: (ltDATE FILED: REVISION FEE: _ I PERMIT # 19 12. - 0o9 93 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATIONFOR INFORMATION PERMIT REVISIONS PROJECT co?, LOCATION/SITE ADDRESS: REVISION LOTLOT#�S'�i�ARMINA PLACEPLACE j�L FORT PIERCE, FLORIDA, 34951 DETAILED DESCRIPTION OF PROJECT l� REVISIONS: J N,qr `i" Revised Product Approvals for windows, SGD, and vinyl soffit d—riw CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CBC1263043 BUSINESS NAME: K. HOVNANIAN FLORIDA OPERATIONS, LLC QUALIFIERS NAME: JOSEPH C SPALT ADDRESS: 3601 QUANTUM BLVD CITY: BOYNTON BEACH STATE: FL PHONE (DAYTIME): 561-364-3316 OWNER/BUILDER INFORMATION: NAME: K. HOVNANIAN ASPIRE AT WATERSTONE ST. LUCIE CO CERT. #: 31426 I ADDRESS: 3601 QUANTUM BLVD CITY: BOYNTON BEACH STATE: FL PHONE (DAYTIME: 561-364-3316 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: DAWN BOGGIO KORBELAK ADDRESS: 90 MATAWAN RD, 5TH FLOOR CITY: MATAWAN, PHONE (DAYTIME): 732-747a600 SLCCC: 9123109 Revised 06130117 STATE: NJ 17:W"fi ZIP: 33426 ZIP: 33426 ZIP: 07747 FORM R405-2017 r--IORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ~Florida Department of Business and Professional Regulation - Residential Performance Method /J Project Name: WATERSTONE LOT-4 Builder Name: K. Hovanian Street: TBD Permit Office: St. Lucie County City, State, Zip: FT. PIERCE , FL. 34951 Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce County: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(1786.8 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1464.70 ft' b. Frame - Wood, Adjacent R=11.0 322.11 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft, 10. Ceiling Types (1917.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1917.00 ft2 6. Conditioned floor area above grade (ft') 1917 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft' 7. Windows(193.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 548 a. U-Factor. Dbl, U=0.32 131.11 ft' SHGC: SHGC=0.30 b. U-Factor. Dbl, U=0.55 41.00 W 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 40.0 SEER:14.00 c. U-Factor: Dbl, U=0.32 21.67 ft2 SHGC: SHGC=0.27 13. Heating systems kBtu/hr Efficiency d. U-Factor: NIA ft2 a. Electric Heat Pump 34.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 1.339 ft. Area Weighted Average SHGC: 0.305 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1917.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 1917.00 ft' b. Conservation features b. NIA R= ft2 None c. NIA R= ft2 15. Credits Patel Glass/Floor Area: 0.101 Total Proposed Modified Loads: 59.43 PASS Total Baseline Loads: 62.97 1 hereby certify that the plans and specifications covered by Review of the plans and FSHE ST- this calculation are in compliance with the Florida Energy specifications covered by this indicates 4V0 Code. calculation compliance with the Florida Energy Code. y��,,, :s;',,•" F mn . r'•`,:.•�°„ 0� ,. PREPARED BY: Before construction is completed riii�ttL DATE: 4/21/2020 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, designed, is in compliance Florida Statutes. !,), with the Florid d CAD W9E'�O OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). VISION ®p"Y 4/21/2020 12:48 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant VkAe f Pagel of 4 F:nRM R4f15-9017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Building Type: Owner Name: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: WATERSTONE LOT-4 User 1 K. Hovanian St. Lucie County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1917 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # Block/Subdivision: PlatBook: Street: TBD County: St. Lucie City, State, Zip: FT. PIERCE, FL, 34951 CLIMATE / V/ Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_VERO_BEACH_MUNI 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Block1 1917 16486.2. SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfI ID Finished Cooled Heated 1 Main 1917 16486.2 Yes 5 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 169 ft 1917 ft' ---- 0 0 1 ROOF / V # Type Roof Gable Roof Materials Area Area Color Red Barr Solar SA Emitt Emitt Deck Pitch Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2076 W 0 ft2 Medium N 0.4 N 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1917 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 71 1 Under Attic (Vented) Main 30 Blown 1917 ft2 0.1 Wood 4/21/2020 12:48 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space _ 1 N Exterior Concrete Block - Ext Insul Main 4.1 49 2 8 8 426.1 ft2 0 0 0.3 0 -2 W Exterior Concrete Block - Ext Insul Main 4.1 16 10 8 8 145.9 W 0 0 0.3 0 3 S Exterior Concrete Block - Ext Insul Main 4.1 68 0 8 8 589.3 ft2 0 0 0.3 0 4 E Exterior Concrete Block - Ext Insul Main 4.1 35 - 0 8 8 303.3 ft2 0 0 0.3 0 5 - Garage Frame - Wood Main 11 37 2 8 8 322.1 ft2 0 0.25 0.3 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Main None .39 3 6 8 20 ft 2 S Wood Main None .39 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Double (Clear) Yes 0.32 0.3 N 15.0 ft2 1 ft 0 in 1 It 0 In None None 2 N 1 Vinyl Double (Clear) Yes 0.32 0.3 N 16.4 ft2 1 ft 0 in 1 ft 0 in None None 3 W 2 Vinyl Double (Clear) Yes 0.32 0.27 N 21.7 ft- 1 ft 0-in 1 ft 0 in None None 4 S 3 Vinyl Double (Clear) Yes 0.32 0.3 N 21.7 ft2 1 ft 0 in 1 It 0 in None None 5 S 3 Vinyl Double (Clear) Yes 0.32 0.3 N 15.0 ft2 1 ft 0 in 1 ft 0 In None None 6 S 3 Vinyl Double (Clear) Yes 0.32 0.3 N 16.4 ft2 5 It 0 in 1 ft 0 in None None 7 E 4 Vinyl Double (Clear) Yes 0.32 0.3 N 21.7 ft2 1 ft 0 in 1 ft 0 in None None 8 E 4 Vinyl Double (Clear) Yes 0.32 0.3 N 24.9 ft2 1 ft 0 in 1 It 0 In None None 9 E 4 Vinyl Double (Clear) Yes 0.55 0.34 N 41.0 ft2 1 ft 0 in 1 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 380 ft2 380 ft2 64 It 8.6 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000383 1923.4 105.59 198.58 .1364 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 34 kBtu/hr 1 sys#1 4/21/2020 12:48 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 40 kBtu/hr cfm 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Carl # Company Name System Model # Collector Model # Area Volume FEF None None k' DUCTS ---Supply— ---Return---- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heal Cool 1 Attic 6 548 W Attic 262 ft- Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programablre,Thermostat: Ceiling Fans: ,JY Heating Jan Feb r[ [X� Mar r[` MayJun Jul 1 r[` ]J JXJ Aug r[` Sep Oct rDO, Nov Dec IrX,t Dec Venting L 1 Jan L 1 Feb L 1 L 1 lLX Mar Apr [ May L 1 Jun L Jul lXj ( Aug L Sep LX� [X] [ ] 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 76 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 66 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68- 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default 8 Ibs/s .ft. 0 ft, 0 ft 0.3 Main 4/21/2020 12:48 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Main 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 40.0 a) Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1917 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.369 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.305 c) Area 7c. 193.8 8. Skylights a) U-factor:(weighted average) 8a. NA b) Solar Heat Gain Coefficient (SHGC) 8b. NA 9. Floor type, insulation level: a) Slab -on -grade (R-value) b) Wood, raised (R-value) c) Concrete, raised (R-value) 10. Wall type and insulation: A. Exterior: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) B. Adjacent: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) 11. Ceiling type and insulation level a) Under attic b) Single assembly c) Knee walls/skylight walls d) Radiant barrier installed 9a. 0.0 9b. 9c. 10A1. 10A2. 4.1 14. Heating system: Capacity 34.0 a) Split system heat pump HSPF 9.0 b) Single package heat pump HSPF c) Electric resistance COP d) Gas furnace, natural gas AFUE e) Gas furnace, LPG AFUE f) Other 15. Water heating system a) Electric resistance EF 0.94 b) Gas fired, natural gas EF c) Gas fired, LPG EF d) Solar system with tank EF e) Dedicated heat pump with tank EF_ f) Heat recovery unit HeatRec% g) Other 10131. 11.0 10B2. 16. HVAC credits claimed (Performance Method) a) Ceiling fans 11a. 30.0 b) Cross ventilation No 11 b. c) Whole house fan No 11 c. d) Multizone cooling credit 11 d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature Date: �[�yllao'io Address of New Home: M9DIgAyV City/FL Zip: FT. PIERCE, FL 34951 4/21/2020 12:48:48 PM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: TBD Permit Number: FT. PIERCE, FL, 34951 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 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 cored before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) 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 code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelffilia 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 InstallationThe 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 R402.4.1.1, 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 not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 Inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida 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. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent 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, backdratt 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. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Fj R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square fool (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/ni 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. 4/21/2020 12:48 PM EnergyGauge® USA 6.0.02 (Rev. 1) - F1aRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) "❑R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated In accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. ❑ R402.4.5 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 E283 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. SECTION R403 SYSTEMS R403.1 Controls. ❑ 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 heal pump compressor can meet the heating load. ❑ R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 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),.Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1, Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if Installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official. ❑ R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.4 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. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/21/2020 12:48 PM EnergyGaugeD USA 6.0.02 (Rev. 1) - Flaftes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heal 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 Y inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 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 100°F to 1407 (38'C to 60`C). R403.5.6.1.2 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 -healing systems to be turned off. R403.5.6.2 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 meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 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 including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 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 that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFMMATT-) AIRFLOW RATE MAXIMU (CFM) Range hoods Any 2.8 cfm/walt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/wall <90 Bathroom, utility room 90 2.8 cfm/wall Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 4/21/2020 12:48 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑R403.7.1.1 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 403.7, or the closest available size provided by the manufacturers product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -lest value and shall not be used for equipment sizing. Manufacturers expanded performance data shall be used to select cooling -only equipment. This selection shall be based an 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 temperatures 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 multiple -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 multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. El shall 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 R403.7.1. ❑ R403.7.1.3 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. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections ❑ C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and Ice 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 50°F (10*% and no precipitation Is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). ❑ R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an Integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heal -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa 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 healers fired by natural or LP gas shall not have continuously burning pilot lights. 4/21/2020 12:48 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 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. R403.11 Portable spas (Mandatory},e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 4/21/2020 12:48 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: WATERSTONE LOT-4 Builder Name: K. Hovanian Street: TBD Permit Office: St. Lucie County City, State, Zip: FT. PIERCE, FL, 34951 Permit Number: Y U Owner: Jurisdiction: w x Design Location: FL, Fort Pierce U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 • Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped, shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind ninono an wir no Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication I exteriorwalls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover Hates and walls or ce lines. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/21/2020 12:48 PM EnergyGauge a0 USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job'Jnformationl Builder: K. Hovanian Community: Lot: NA Address: TBD City: FT. PIERCE State: FL Zip: 34951 Air, ;Leakage Test Results Passing results must -meet either,the Perfprmance;'Prescriptive, or`ERIMethod O, :PRESCRIPTIVE METHOD -The building�ordwellingeunit+shall be tested andwerified as having,an;air leakage rate of=not exceeding 7.air I changes per hour at,a,pressure,of,0.2 inchm.g. (50)Pascals)vn Climate, Zones 1 and:1 0: PERFORMANCE,or ERI METHOD-The,buildingcor dwellingfunh shalllbe tested and'Nerified as,naving an airlleakage rate=oflnot exceeding,. ',the selected ACH(50),,value as shown on Form;R405 201�7 (Pe%forman.m) or, R406-2017.(ERI), section:labeled asj.infltration sub -section ACH50. ACH(50) sp'ecffled on Form R405 2017'Energy Calc (Perfdrmance)For R406-20h7:(ERI): 7.000 I x 60 _ 16486 — Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS • Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(1), (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 thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal, envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. TestingnCompahy " Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 4/21/2020 12:49:06 PM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FSC 6th Edition (2017) Compliant Software Page 1 of 1 DO NOT SCALE PLANS 1ALL BE WITHIN 3 FEET "ALLY OF MAIN RETURN on Now �m . HOVNANIAN WATE K5TO N E LOT-04 AYMINA PLACE FONT FIEKCE, FL 34982 I 4/24/2020 Florida Buildin Business & Professional Regulation BCIS Home I Log In I user Registration I Hot Topla I Submit Surcharge I SHOP STAMP REVIEW Review Is for general compliance with the Construction Documents. Responsibility for correctness of dimensions, details, quantities and safety during fabrication lies solely with the contractor. D4 No Exceptions Taken Reviewed By: Dawn Boggio-Korbelak ❑ Rejected: d Florida�� 4/28120 1 er Product Approval y USER: Public User u^ . Product Approval Menu > Prodvd or Aooliraj;k L Search > Apo@atlon Lis[ > APPllcetlon Detall FL # FL35332-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer d Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity American Architectural Manufacturers Association Quality Assurance Contract Expiration Date 12 31 2020 Validated By Steven M. Urich, PE u Validation Checklist - Hardcopy Received Certificate of Independence FL35332 R5 COT FLCOI.PA Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Sections from the Code F,V,e co / `� VigON Product Approval Method Method 1 Option D https:IAd .tioridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADgtH8572gvdWldku3BmvbCOTyMW9wxhwpTl FkhOfDHBW5wp/o3dp/o3d 1/4 4/24/2020 Florida Building Code Online Date Submitted 06/18/2019 Date Validated 06/19/2019 Date Pending FBC Approval 06/24/2019 Date Approved 08/13/2019 SummarV of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 RS 11 08-00500E.P f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 RS AE 510807D,Pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332t2 iSERIES,420,ALUMINUM. SGD)``SERIES 420. ALUMINUM SGD OX XO, XX 96"x80"'NON - 9EINFORCED Limits of Use fIastallation:Instructions Approved far se in HVHZ: No IFL153: RS Il 08-00498E.pd� IApproved for use outside HVHZ: Yes {Venfled,By: Luis Roberto Lomas$2514 ((IImpact Resistant: No?jCreated by Independent Third -Party: Yes fDesign Pressure: N/A Other: REFER T APPROVAL, DOCUMENT MIR DESIGN RESSURE RATINGS `Evaluation Reportsl�— IFL15332 R5 AE 510805D. I Created b Independent Tfiird'Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 RS II 08-02248C.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 RS AE 512968C.Pff PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R5 II 08-02249C.p,df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R5 AE 512969C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R5 11 08-02250C.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 RS AE 512970Cpdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 Series 420 OXXX SGD Reinforced Series 420 OXXX SGD Reinforced non Impact (Interior Reinforcement) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R5 11 FL16054 R6 11 08-01830D ndf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas, PE PE-62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Refer to approval document for design pressure FL15332 R5 AE FL16054 R6 AE 512517D.odF ratings. Created by Independent Third Party: Yes 15332.7 Series 420 OXXX SGD Reinforced Series 420 OXXX SGD Reinforced Non Impact (Interior and Exterior Reinforcement) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R5 II FL16054 R6 II 08-01831D.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: No Created by Independent Third Party: Yes Evaluation Reports https:/Avww.floridabuilding.org/pr/pr_app_dti.aspx?pamm=wGEVXQWtDgtHB572gvdWldku3BmvbCOTyMW9wxhwpTl FkhOfDHBW5w%3d%3d 214 4/24/2020 Florida Building Code Online Design Pressure: N/A FLI5332 RS AE FL16054 R6 AE 5125180.gd( Other: Refer to approval document for design pressure ratings Created by Independent Third Party: Yes 15332.8 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96' SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 RS If 08-00501E.12df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN F1,15332 IS AE 5108081).gpf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96' SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 RS If 08-00499E.gdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 RS AE 510806D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.10 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 14TWO" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 RS II 08-00502E.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5332 R5 AE 510809D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.11 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 RS II 08-00503E.p-df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 RS AE 510810D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.12 Series 440 OXXX SGD Reinforced Series 440 OXXX SGD Reinforced Non Impact (Interior and Exterior Reinforcement) Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 RS II FL16054 R6 II O11-01885D.gQ[ Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas, PE PE-62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Refer to approval document for design pressure ratings FLI5332 R5 AE FL16054 R6 AE 512577D.gdf Created by Independent Third Party: Yes 15332.13 Series 440 OXXX SGD Reinforced Series 440 OXXX SGD Reinforced Non Impact (Interior Reinforcement) Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 IS 11 FL16054 R6 II 08-01886D.adf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas, PE PE-62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Refer to approval document for design pressure ratings FLI5332 R5 AE FL16054 R6 AE 512578D.12df Created by Independent Third Party: Yes Back Next Conte:: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 650-482-1824 The state of Florida is an AA/EW employer. CMmiht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to [ills entity. instead, contact the office by phone or by traditional mall. if you have any questions, please corm ut 850.487.1395.'Pumuant to Section 455.225(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must moulds the Department with an email address if they have one. The smalls provided may be used for official communlration with We licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click bs . Produce Approval Accepts: ® ® ® K®— M https:lAwm.floridabuilding.org/prlpr app_dtl.aspx7param=wGEVXQwtDqtHB572gvdWldku3BmvbCOTyMW9wxhwpTl FkhOfDHBW5w%3d%3d 314 4/24/2020 Florida Building Code Online Credit Card Safe https://www.floddabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTyMWgwxhwpTIFkhOfDHBW5w%3d%3d 4/4 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rllomm@lrlomwpe.com lrlomwpe.com Manufacturer: MI Windows and Doors LLC 650 West Market Street Gratz, PA 17030 Product Line: Series 420 Aluminum SGD 96"x80 Non -Reinforced Engineering Evaluation Report Report No.: 510805D Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00498, Revision E, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: CCLI-12-119 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: t40.Opsf Water penetration resistance 6.Opsf 3. Anchor calculations, report number 510805-1 C and 510805-2, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use; • Maximum design pressure: Refer to approval document. • Maximum panel size: 48 %" x 79" • Approved configurations: OX, XO, XX, XP, PX, XIP and PIX • Units must be glazed per ASTM E1300-04/09, with safety glazing. • This product is not rated to be used in the HVHZ. • This product is not impact resistant and requires impact protection in wind bome debris regions. • Frame material to be aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-00498, Revision E. Certification of Independence: Please note that I don't have norwill acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 th���ii NJ\c? • • ;tl y �i� '* o 51 •*= TAT E OF ; w� %�.c�.�`�pR10P• Z,S��NALt��G\N Luis R. Lomas, P.E. FL No.: 62514 06/20/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 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 6D63—T5. S. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. 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 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS HEFT NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS RLYSIDNS RW Dms'.DN Mn r PR . A ADDED CHARTS 03/05/12 R.L B REVISED PER NEW TESTING 10/29/13 R.L C ADDED R-ANGE AND RN INSTALLATIONS 12/06/13 R.L D REVISED INSTAUATIDN DETAILS 07/30/15 R.L E REVISED INSTALLATION DETAILS 06/20/17 R.L SIGNED: 0612012017 MI WINDOWSDOORS LLC 650 MARKET STREET GRATZ, PA 1703D `\\\J\51R `..; y\OENS�A•gi� SERIES 420 SGD 96" X 80" NON -REINFORCED NOTES �pTAT E OF •tD� /•;YoR1OP• ONG NO. RIN 085000T498 E // NAiIEdG���\ Luis R. Lomas P.E. FL No.: 62514 TUTS °"TIE 02/23/09 OF 1D L.ROBERTOLOMASP.E 1432WO0OFORDRDLEWISV6LENC2M23 A-6B&0609 mon„sc>.Tw�mecom F1 HI 96" MAX FRAME WIDTH (2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17' 6' MAX - MIX I O.C. 6" MAX T_ 17" MAX O.C. O to" T IAX I� 6' MAX I SERIES 420 SGD EXTERIOR VIEW DESIGNPRESSURERATING IMPACTRATING +40.OPSF NONE SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUMPANELSI21E:4612'x79' 2. MAXIMUM D.L.O.: 44 58'1, 7438' HARDWARESCHEDULE - 6" MAX RNSICIS REV 06CIe4TON ATE AP ii A ADDED CHARTS 03/05/12 1 R.L 8 REVISED PER NEW TESTING 10/29/13 R.L C ADDED FLANGE AND PIN INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 07/30/15 R.L E REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART#1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (psO From Single Panel and Total Frane Width (in) Height 30.0 36.0 42.0 48.0 72.00 Bd00 96.00 (In)60.00 Po¢ I Nee I Ps¢ Nag I POE Meg I POE I Meg 80.01 40.0 1 55.1 1 4D.0 45.2 1 40.0 43.4 1 40.0 1 40.0 CHART#2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEENOTE 9 SHEET 1 Design pressure chart (psO Single Panel and Total Frane AIM (in) From Haight 36.0 42.0 41.0 9000. 72.00 B4.00 "1 (In) Pos Nag I POE I Nag I Pas Nag I Poe Meg B0.01 55.1 55.1 1 48.2 1 48.2 1 43A 43.4 1 40.0 40.0 CHART#3 Number oranchor looafions required Single Panel and Tolal Fro" N4dth(in) From Heigh 30.0 36. 0 d2.0 dB.O 60.0 72.0 B4.0 96.0 (1 H&S I Jamb I H&S I Jamb H&S I Jamb I Has I Jamb B0.01 4 1 5 1 5 1 5 6 1 5 1 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 42D SGD 96" X 80" NON -REINFORCED ELEVATION OB-00498 NTS DaE 02/23/09 _2 OF I- L ROBERTO LOMAS P.E. 1432 WDODFORD RD LEWISVB .AC 2700 434-&&0609 rllomaz@Mamaspe rom SIGNED: O6/20/2017 Luis R. Lomas P.E. FL MD.: 62514 E N FR HE 96" MAX FRAME WIDTH (1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17' 6' MAX I( I D.C.A 6" MAX 17" MAX O.C. D' 4X 0 X \� WE GMT 6' MAX L 6" MAX CHART#4 Number olenohorlocatlamnqulntl 6h0la PenalmM Toml Unl Wdlb (N) Rare Ha0hl ]0.0 ]6.0 42.0 48.0 (0)1 60.0 11720 64.0 96.0 Has Jamb I ; Jamb Has Jamb 60.01 4 i 5 6 5 6 9 6 1 5 SERIES 420 SGD EXTERIOR VIEW - (2) ANCHORS PER LOCATION AT SILL DESIGNPRESSURERATING IMPACTRATING SEE CHART #4 FOR NUMBER OF t40.0PSF NONE LOCATIONS REQUIRED SEE CHARTS #1 AND #2 SHEET2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE. 48 VPx 79' 2. MAXIMUM D.LO.: as &I?'Y 74 518- ON CENTER FROM F.A. REYSIONS OESCRIPIION M1E MPROVI ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L ADDED RANGE AND FIN INSTAUATIONS 12/06/13 R.L REVISED INSTALLITION DETAILS 07/30/15 R.L REVSED INSTALLATION DETAILS 06/20/17 R.L SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN ELEVATION OB0B E/�1 lit A�lE\`` DATE 02� LROBERTOLOMASP.E LDIB R. Lomas P.E. 14]2WOODFORDRDL SWUS..NC2=3 FL N0.1 62574 494-689-0609 #la..@ romaape.rom RLY6ION9 1/2" MIN. RW DMCRIRRON WTE .w ROWD 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 INSTALLATIONS 12/06/13 R.L. WOO EMBEDMEM ORD 2FRAMING X BUCK I D REVISED IN5TPLLATION DETAILS O]/3D/15 R.L. BY OTHERS MAX. E REVISED INSTALLATION DETAILS 06/20/17 R.L SHIM #10 WOOD SPACE 1 3/8" MIN. 1/4" MAX. SCREW EMBEDMENT SHIM SPACE 7 INTERIOR 1/2" MIN. EDGE DISTANCE EXTERIOR II II II II INTERIOR #10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: I. INTERIORAND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETERANDJOINTSEAL4NIT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 SET IN APPROVED SEALANT #10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. AENT MIN. iTANCE q__ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCKINSTALLATION SIGNED: 0612012017 MI WINDOWS ANDDOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030•�\G ENp*s:,p � 0= SERIES 420 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS pTATE OF •t0C DRAW*. mo No. RLv OB E ',A7s(OIIIN1110? Luis R. Lomas P.E. FL No.: 62514 scuE NTS — 02/23/09 Is'-4 OF OF 10 LRORERTOLOhWSP.E 1A32 WOODPORD RD LEMSVILLE NO270P3 4 4E 0609 mOmaz@WOmasparom MIN. EDGEE D DISTANCE METAL �� pp 1/4' MAX. STRUCTURE r SHIM SPACE BY OTHERS #1D SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS #10 SMS OR SELF DRILLING SCREW EXTERIOR II II II It INTERIOR ;ILL TO BE SET IN 1 BED OF 1PPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA77ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANTBY OTHERS TO BE DESIGNED IN ACCORDANCE WRHASTM E2112 1/2' MIN. EDGE DISTANCE I #lD SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4` MAX. SHIM SPACE RNSWO REV DMRI"ON M1E APPRdIED A ADDED CHARTS 03/05/12 R.L B RMSED PER NEW TESTING 10/29/13 R.L. C ADDED RANGE AND FIN INSTALIATIONS 12/06/13 R.L. D REVISED INSTALIATION DETAILS 07/30/15 R.L E RMSED INSTALLATION DETAILS 06/2D/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 42D SGD 96" X BO" NON -REINFORCED FRAME INSTALLATION DETAILS DRAWN: Mc W. F.A. 08-00498 ' NTS Imn 02/23/09 ISKMS OF 10 LRO6ERTOLOMASP.E IM WOOOFORD ROLEWISVILLE, NO2T023 4308 609 dbmas[dtrlomesp . SIGNED: 0612012017 Luis R. Lomas P.E. FL No.: 62514 RWSIDN5 1 1/2" MIN _ 1" MIN. {{ RW D6DRIRDOx mm .wRRw6o SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L . B REVISED PER NEW TESTING 10/29/13 R,L 7' " C ADDED FLANGE AND FIN INSTALLATIONS 12/O6/13 R.L. c `a•'a:. 1 1/4" MIN. EMBEDMENT D REVISED INSTALLATION DETAILS 07/3D/15 R.L CONCRETE/ ."i • 1 1/4' MIN. EMBEDMENT E REVISED INSTALLATION DETAILS 06/2D/17 R.L MASONRY _L 7/4'MAX' BY OTHERS SHIM SPACE OPTIONAL 1X BUCK n .. .. 1/4. MAX TO BE 1" SHIM SPACE PROPERLY MIN. I INTERIOR SECURED SEE NOTE 3 EDGE DISTANCE. SHEET 1 h 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT a � I°� a 1 1/4" MIN. EMBEDMENT d E' a d: 2 7/8` MIN 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION MIN SEPARATION 3/16" TAPCON i EXTERIOR CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETEIMASONRYINSTALLATION SECURED SEE NOTE 3 SHEET 1 NOTES: ' 1.INTERIORAND EXTERIOR FINISHES. BY OTHERS, NOTSHOWNFORC"RITY. 2. PERIMETERAND JOINT SEALANTBYOTHERS TO BE DESIGNED INACCORDANCE WIMASTM E2112 SIGNED: 0612012017 DObRSLLC MI DW 650ST MARKET STREET GRATZ. PA 17030 `\`Vt..IIC1q/* '`may •y�GENs�"4jt�� SERIES 420 SGD z: 96" X BO" NON —REINFORCED FRAME INSTALLATION DETAILS 1p • TAT OF owc xo. RE F.A.: 08-00498 scuE NTS 02/23/09 ISHM6 OF 10 � 11EN LROBERTOLOAWSPE 10.32 WOOOFORD RD LEWISVILLE NC270 3 Luis R. Lomas P.E. a 43884609 mamaz@Nomaspe.mm FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. EM�BEOME14T 1/4• MAX SHIM SPACE #10 WOOD SCREW EXTERIOR 11 11 II 11 INTERIOR IE SET IN APPROVED SEALANT #10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS MIN. SENT MIN. .... DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR2X BUDK INSTALLATION NOTES, 1.INTERIORANDEXTEF11OR17N1SHES, BYOTHEIIS, NOT SHOWN FOR CLARITY. 2 PERIMEMRANOJOINTSEALANTBYOTHERSTOBE DESIGNED 1N ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT T- 1/2" MIN. EDGE DISTANCE #10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS /A" MAX. SHIM SPACE RM100 DESCRIPTION mm APPRWED ADDED CHARIS 03/05/12 R.L REVISED PER NEW TESONG 10/29/13 R.L ADDED RANGE AND FIN INSTALLATIONS 12/06/13 R.L REVISED INSTAUATION DETAILS 07/30/15 R.L REVISED INSIAUAPON DEIAII_S 06/20/17 R.L. INTERIOR L.— EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06/20/2017 MI WINDOWS LLC 650 WEST MARKET STREET \\\\�\5111�11ILJq� '''/' GRATZ, PA 17030 `�••yNOENSF'9cps a 1�f+c SERIES 420 SGD*• 96" X 80" NON —REINFORCED _y ��+*; FLANGE INSTALLATION DETAILS E C TAT OF DRAWN: "a N0. REV 08 E /'SA�1�N�\`` Luis R. Lomas P.E. FL NO.: 62514 scuF NTS s DAh 02/23/09 DD78 OF 10 L ROBERTO LOMAS RE 10. WOODFORDRDLEWISVILLE, NC27023 d0d8HB-0609 01Pmas@MOmaspe.nun 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS #10 SMS OR SELF DRILUNG SCREW I METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOTSHOWNFORCLARITY. 2. PERIMETERANDJOINTSEALAM'BYOTHERSTOBE DESIGNED INACCORDANCE WITHASTM E2112 1/4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING SCREW . INTERIOR 1 TO BE SET IN BED OF ,PROVED SEALAM 1/2• MIN. EDGE DISTANCE RM 00 DMRIPTON ppw µPROVED ADDED CHARTS p3/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND FIN INSTALLATIONS 12/O6113 R.L REVISED INSTALLATION DETAILS 07/3D/15 R.L REVISED INSTALLATION DETAILS O6/2D/17 R.L _ 1/4" MAX. SHIM SPACE 1/J MIN. INTERIOR EDGE DISTANCE #10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS k__ EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612012017 MI WINDOWS OORS LLC 11�II1�10 BSD WEST M RKE STREET A /' GRATZ. PA 17030 `��••��GENs�;'9j1�� D *�. _=_ SERIES 420 SOD 95" % BO" NON -REINFORCED M,T'5O7RxFO•� FLANGE INSTALLATION DETAILS W� ;•�M '',,ASS/OI DRnxu Hirt NO.-0049 RLv DB E IIAII1�aG\``\ LDI6 R. Lomas P.E. FL No.: 62514 NTS DATE 02/23/D9 N�TBB OF ID LROBERTOLOMASP.E 1t M2 DMRDRDLEWISVILLC,NC27023 C90deB-0609 plomas@Mwnaspe.rom CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN Y MIN. _I SEPARATION EDGE DISTANCE aA n .. 1 1/4" MIN. "a EMBEDMENT 1/4" MAX. SHIM SPACE 3/16" TAPCON EXTERIOR II I I1__I1 INTERIOR 1 1/4" MIN' EMBEDMENT �I RLv¢IDxs REV D6CHIRION DAIS MPRO D A ADDED CHARIS 03/D5/12 R.L. 8 REVISED PER NEW TESTING 1D/29/13 R.L C ADDED FIKNGE AND RN INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 07/30/15 R.L E REVISED INSTALLATION DETAILS 06/20/17 R.L 1/4" MAX. SHIM SPACE 1. MIN. INTERIOR EDGEDISTANCE L 3" MIN ❑ I El SEPARATION va 3/16" TAPCON - EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETFJWSONRYINSTAUATION - a, 1 1/4" MIN. a''_ . EMBEDMENT a. d' a' 2 7/8" MIN _ 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIORAND EXTERIOR FINISHES. BY OTHERS, NOTSHOWNFORCLARRY. 2. PERIMETERAND JOINT SEALANTBYOTHERSTO SE DESIGNED INACCORDANCE WITHASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS M": Dwc uD. F.A. 08—D0498 s NTS I DATE D2/23/D9 1sR 9 OF 10 SIGNED: 0612012017 Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING BY OTHERS 1/4" MAX SHIM SPACE #B WOOD OOD SCREW INTERIOR 1 1/4" MIN. EMBEDMENT aeslDNs D6LRIPIION "M APPRO ADDED CHARTS p3/OS/12 R.L REVISED PER NEW TIESRNC 10/29/13 R.L ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 05/20/17 R.L 1 5/8" MIN. EDGE DIST. I APPROVED SEALANT A I BEHIND FIN EXTERIOR TRIM 1 1/4" MIN. 7/167MINCE _ INTERIOR EMBEDMENT EDGE DISTANCE MASONRY/CONCRETE JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR2X SUCKINSTALLATION METAL STRUCTURE {--F 1/2" MIN. 1X BUCK BY OTHERS, BY OTHERS I I EDGE DISTANCE HOOK STRIP 1% BUCK TO BE APPROVED SEALANT TRIM I I PROPERLY SECURED BEHIND FIN 1 1/4" MIN - EMBEDMENT TAPCON EMBEDMENT WOOD FRAMING EXTERIOR PANEL INTERLOCK j/B WOOD BY OTHERS INTERIOR SCREW HOOK STRIP INSTALLATION 1/4" MAX. HOOK STRIP MASONRWCONCRETE _F SHIM SPACE #10 SCR SELF DRILLING S 7/16" MIN SCREW EDGE DISTANCE EXTERIOR INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOTSHOWNFORCLARRY. 2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE DESIGNED INACCOROANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP 1-1 PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. 1 EDGE DISTANCE 1 3/8" MIN. EMBEDMENT ❑ WOOD SCREW kFA- EXTER PANEL IOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCK OOD FRAMING SIGNED: 0612012017 Ml WINOOWS AND DOORS OELLC 650W WEST MARKETT STREET GRATZ, PA 17030 EN;pF'91P SERIES 420 SGD 96" X BD" N014—REINFORCED FIN AND HOOK INSTALLATION DETAILS pTATE OF •tp\ DAv No. RLv 08-00498 E /11N111M Luis R. Lomas P.E. FL No.: 62514 DATE 02/23/09 --lD OF 10 L ROBERTO LOMAS RE IA32W000MRDRDaMSVIU.E,Na27023 i 6B 609 4bmas@Rbmas(>e.wm 4/2412020 Florida Building FLOR100,09PAMIK OF Business & Professional r r • acts Home I Login I User Registration I HotTopi¢ Submit Surcharge I S Florida v n r1 Product Approval UUvvrr�� USER: Public User 6`3r�ri,suu, SHOPSTAMPREVIEW lutelmn Review Is for general compliance with the Construction Documents. Responsibility for comecmess of dimensions, details, quantities and safety during fabrication Iles solely with the contractor. X NoExceptions Taken Reviewedav: Dawn Boggio-Korbelak 0 Rejected: sts fi Facts I Publications I contact Us I acts site Map I Links I Sopron 4/28/20 !1 . $ CiArA't Product Approval Menu > Product or ngpllration Search > Application U > Application Detall FL # FL16503-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Richford, VT 05476 (662) 252-9991 Ext 231 joe.lundine@kpproducts.com Authorized Signature Joe Lundine joe.lundine@kpproducts.com Technical Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 (662) 252-9991 joe.lundine@kpproducts.com Quality Assurance Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 (662) 252-9991 joe.lundine@kpproducts.com Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert J. Amoruso, P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality As$urdndeContract ExpliationiDdto 231.2020 Validated By Steven M. Urich, PE 2 Validation Checklist- Hardcopy Received Certificate of Independence FL16503 R3 COI CI 2511 Rey0 Vinyl -Soffit ss.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 2012 ASTM D2843 2010 ASTM D3679 201 ASTM D63 REVISION 2010 ASTM D638 200303 ASTM E33G ASTM E330 F1,LE COPY20014 https:/Avww.floridabuilding.org/prlpr app_dti.aspx?param= GEVXQwtDgvgqu2w%2bnFgUOixYpvHp/o2bzhsdip2DLe2QVvMgGNIV5TsM3A%3d%3d 1/3 4/24/2020 Flonda Building Code Online ASTM G155-05a 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products i Florida Licensed Professional Engineer or Architect FL16503 R3 Eouiv EER 2511 RevO Vinyl -Soffit ss.pdf Method 1 Option D 12/08/2017 12/12/2017 12/20/2017 02/13/2018 FL ff Model, Number or Name Description 16503.1 12"Triple 4 Full-O-Vent Eco (No. t639) -Single S ans 12 Triple 4 Full-O-Ve nt Eco (No., 0639) with Sing le Spans Limits of Use Approved for use in HVHZ: No �Approved for use outside. HVHZ; Yes iInstallation Instructions 7FL16503 R3 11 KAY0013 Rev -A 639Eco_ Vln ]Sv offit- (Zngll"pan s`Ofj (Impact Resistant; No Design Pressure: N/A erified By RobertJ. Amoruso, PE FL PE No. 49752 Created by independent Third Party: Yes ,Other: See Installation Instructions for Design Pressures. lEvaiiiAh) Reports FLI6503 R3 AE'PERI 2511-RevO Vjnyl-SoffiLsso '�Crzated. y.In'dependent ThirdParttLYajs 16503.2 Triple 4 Full-O-Vent Eco (No. 0639) - Triple 4 Full-O-Vent Eco (No. 0639) with Unlimited Spans Unlimited Spans Limits of Use Installation Instructions Approved for use in HVHZ: No FL16503 R3 11 KAY0012 Rev A 639Eco VinylSofft- Approved for use outside HVHZ: Yes Unlimited 512an ss.gQj Impact Resistant: No Verified By: Robert J. Amoruso, PE FL PE No. 49752 Design Pressure: N/A Created by Independent Third Party: Yes Other: See Installation Instructions for Design Pressures. Evaluation Reports FL16503 R3 AE PER 2511 RevO Vinyl-Soffit-sr.psl( Created by Independent Third Party: Yes 16503.3 Various Series Vinyl Soffit - Single See Installation Instructions for Product Models Included. Spans Limits of Use Installation Instructions Approved for use in HVHZ: No FL16503 R3 1I KAY0011 RevA VinylSoffit Sinale$ga1L_5s,gdf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, PE FL PE No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions for Design Pressures. FL16503 R3 AE PER 2511 RevO Vinyl -Soffit ss.odf Created by Independent Third Party: Yes 16503.4 Various Series Vinyl Soffit - Single See Installation Instructions for Product Models Included. Spans Limits of Use Installation Instructions Approved for use in HVHZ: No FL16503 R3 11 KAY0007 RevC VinylSof6t ss.odf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. FL Ucense No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions for Design Pressures. FL16503 R3 AE PER 2511 Ravi Vinyl -Soffit ss.odf Created by Independent Third Party: Yes 16503.5 Various Series Vinyl Soffit - Unlimited See Installation Instructions for Product Series included. Spans Limits of Use Installation Instructions Approved for use in HVHZ: No FL16503 R3 11 KAY0009 Rev A VnyISOflR- Approved for use outside HVHZ: Yes UnlimitedSoan ss.pdf Impact Resistant: No Verified By: Robert J. Amoruso, PE FL PE No. 49752 Design Pressure: N/A Created by Independent Third Party: Yes Other: See Installation Instructions for Design Pressures. Evaluation Reports FLI6503 R3 AE PER 2511 RevO Vinyl -Soffit ss.odf Created by Independent Third Party: Yes https:IAx .floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUOixYpvH%2bzhsdip2DLe2QVVMgGNIV5TsM3A%3d%3d 213 4/24/2020 Florida Building Code Online Balk Nett Contact Ui:: 2601 Blalr Stone Road, Tallahassee R 32399 Phone: 850-4824824 The State of Florida Is an AAIEED employer. COQyllgbt 2002-2013 state of Florida.:: PH R [ :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, eRecb s October 1, 2012, licensees Iicamed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for oMclal communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an small address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: ®®®0a® Credit Card Safe hops:IAry floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUOixYpvH%2bzhsdip2DLe2QWMgGNIV5TsM3A%3d%3d 3/3 Product Evaluation Rule 61G2-3 F.A.C. I Report No. 2511 1 Project No. 417-0612 1 11/27/17 1 Page 1 of 4 Product Manufacturer Kaycan Ltd. 1 Memorial Drive Richford, VT 05476 Code: Current Edition of the Florida Building Code Product Name, Model and/or Description Vinyl Soffit - Various Compliance Method: 61G20-3.005(l)(d) — Product Evaluation Report by a Licensed Professional Engineer Product Name, Model and/or Designation: Products covered by this evaluation include the following. • KAY0007 — Single Spans o 12" TRIPLE 4 SOLID SOFFIT o 12" TRIPLE 4 VENTED SOFFIT o 12" TRIPLE 4 CENTER -VENT SOFFIT o 12" TRIPLE 4 CENTER-O-VENT SOFFIT 0 12" TRIPLE 4 FULL-O-VENT SOFFIT o 10" DOUBLE 5 SOLID SOFFIT o 10" DOUBLE 5 VENTED SOFFIT o 8" BEADED SOLID SOFFIT o 8" BEADED VENTED SOFFIT • KAY0009—Unlimited Spans 0 12" TRIPLE 4 SOLID, NO. 0623 SOLID SOFFIT 0 12" TRIPLE 4 FULL-O-VENT, NO. 0622 VENTED SOFFIT 0 12" TRIPLE 4 FULL-O-VENT ECO, NO. 0639 VENTED SOFFIT • KAY0011 — Single Spans 0 12" TRIPLE 4 SOLID, NO. 0623 SOLID SOFFIT 0 12" TRIPLE 4 FULL-O-VENT, NO. 0622 VENTED SOFFIT 0 12" TRIPLE 4 FULL-O-VENT ECO, NO. 0639 VENTED SOFFIT • KAY0012—Unlimited Spans o 12" TRIPLE 4 FULL-O-VENT ECO, NO. 0639 VENTED SOFFIT • KAY0013—Single Spans 0 12" TRIPLE 4 FULL-O-VENT ECO, NO. 0639 VENTED SOFFIT Product Installation Instructions: • PTC Product Design Group LLC, Drawing No. KAY0007, Rev. C, Dated 11/27/17, by Robert J. Amoruso, P.E., Kaycan LTd. Vinyl Soffit - Solid and Vented, Installation Anchorage Details. • PTC Product Design Group LLC, Drawing No. KAY0009, Rev. A, Dated 11/27/17, by Robert J. Amoruso, P.E., Kaycan LTd. Vinyl Soffit — Various Solid and Vented with Unlimited Spans, Installation Anchorage Details. • PTC Product Design Group LLC, Drawing No. KAY0011, Rev. A, Dated 11/27/17, by Robert J. Amoruso, P.E., Kaycan LTd. Vinyl Soffit —Solid and Vented with Single Spans, Installation Anchorage Details. ��AMr PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 Arwff L 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Rule 61G2-3 F.A.C. I Report No. 2511 1 Project No. 417-0612 1 11/27/17 1 Page 2 of 4 PTC Product Design Group LLC, Drawing No. KAY0012, Rev. A, Dated 11/27/17, by Robert J. Amoruso, P.E., Kaycan LTd. Vinyl Soffit - 12"Triple 4 Full-O-Vent Eco (No. 0639) with Unlimited Spans, Installation Anchorage Details. PTC Product Design Group LLC, Drawing No. KAY0013, Rev. A, Dated 11/27/17, by Robert J. Amoruso, P.E., Kaycan LTd. Vinyl Soffit -12" Triple 4 Full-O-Vent Eco (No. 0639) with Single Spans, Installation Anchorage Details. Industry Standard -Vinyl Siding Institute's Vinyl Siding Installation Manual, December 2015. Test Reports and Performance Testing Standards Used: KAY0007 • Fenestration Testing Laboratory, Inc. Testing Report No. 7367, dated 6/1/13 including associated laboratory stamped drawings for Kaycan Vinyl Soffit testing to ASTM E330-02. • Architectural Testing Inc. Test Report No. ATI 55983.01-106-18, dated 1/3/2006 for Kaycan Vinyl Soffit and Siding, materials testing to: i) ASTM D3679-01c, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding ii) ASTM G155-00ae1, Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non - Metallic Materials ill) ASTM D638-03, Standard Test Method for Tensile Properties of Plastics iv) ASTM D2843-99, Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics v) ASTM D1929-96 (2000)e01, Standard Test Method for Determining Ignition Temperature of Plastics vi) ASTM D635-98, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position KAY0009, KAY0011, KAY0012 & KAY0013 • Molimo Architectural Product Testing, 1410 Eden Road, York, Pennsylvania 17402—Vinyl Soffit Product Testing i) Test Report No.1169.01-106-11, SERIES / MODEL: 0623 Solid Vinyl Soffit, "J" Channel / Fascia Installation, ASTM E330-14, dated 2/13/17 ii) Test Report No.1169.02-106-11, SERIES / MODEL: 0623 Solid Vinyl Soffit, "J" Channel / "1" Channel Installation, ASTM E330-14, dated 2/13/17 ill) Test Report No. 1170.01-106-11, SERIES / MODEL: 0622 Vented Vinyl Soffit, "J" Channel / Fascia Installation, ASTM E330-14, dated 2/13/17 iv) Test Report No. 1170.02-106-11, SERIES / MODEL: 0622 Vented Vinyl Soffit, "1" Channel / "J' Channel Installation, ASTM E330-14, dated 2/13/17 v) Test Report No. 1171.03-106-11, SERIES / MODEL: 0639 Vented Vinyl Soffit, "1" Channel / Fascia Installation, ASTM E330-14, dated 2/13/17 vi) Test Report No. 1171.04-106-11, SERIES / MODEL: 0639 Vented Vinyl Soffit, "J" Channel / "J" Channel Installation, ASTM E330-14, dated 2/13/17 vii) Test Report No. 1171.01-106-11-R1, SERIES / MODEL: 0639 Vented Vinyl Soffit, "J" Channel / Fascia Installation, ASTM E33o-14, dated 1/31/17 PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 i/ L 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Rule 61G2-3 F.A.C. I Report No. 2511 1 Project No. 417-0612 1 11/27/17 1 Page 3 of 4 Architectural Testing Inc. Test Report No. ATI 55983.01-106-18, dated 1/3/2006 for Kaycan Vinyl Soffit and Siding, materials testing to: i) ASTM D3679-01c, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding ii) ASTM G155-00ael, Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non - Metallic Materials iii) ASTM D638-03, Standard Test Method for Tensile Properties of Plastics iv) ASTM D2843-99, Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics v) ASTM D1929-96 (2000)e01, Standard Test Method for Determining Ignition Temperature of Plastics vi) ASTM D635-98, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position Engineering Evaluation: • See Appendix A for Code Conformance Evaluation • Anchorage engineering and test result interpretation are documented in the following: o PTC Product Design Group LLC, Report No. 2240, Engineering analysis for Kaycan Vinyl and Aluminum Soffit, dated 7/11/13, by RobertJ. Amoruso, P.E. o PTC Product Design Group LLC, Report No. 2492, Engineering analysis for Kaycan Vinyl and Aluminum Soffit, dated 3/20/17, by RobertJ. Amoruso, P.E. Limitations & Conditions of Use: • This product has not been evaluated for use inside the High Velocity Hurricane Zone (HVHZ). • Refer to Product Installation Instructions noted abovefor: o Maximum allowable wind loads at related maximum allowablesize(s). o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to substrate structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. • Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. ��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 iiAW 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Rule 61G2-3 F.A.C. I Report No. 2511 ]Project No. 417-0612 1 11/27/17 ]Page 4 of 4 Certificate of Independence per Product Approval Rule 61G20-3.009 PTC Product Design Group, LLC and Robert J. Amoruso, P.E. does not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. Appendix A —Code Conformance Evaluation Evaluated by: RobertJ. Amoruso, P.E. FL PE License No. 49752 • Vinyl soffit certified and labeled as conforming to the requirements of ASTM D3679. • Vinyl soffit tested to 1.5 x Design Pressure. • Vinyl soffit labeled in accordance with the Florida Building Code. • Vinyl soffit plastics comply with Chapter 26 of the Florida Building Code as shown below. u t V M 7 N O M Test Standard A Ca N q o Ca 0 F1 F m d C Gn W Acceptance Criteria Tensile Self- Smoke Class P/F N/A Test Density Ignition CC1 or Test Variation Temp Test Report Report Product < 10% � — 75 > 3430C CC2 Date 4 0C Tested 8 55 83I01- 1/3/2006 Vinyl Soffit Passed to CC1 106-18 Passed max max max max 4970C ��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 OWN& 321-690-1788 1 FBPE Certification of Authorization No. 25935 KAYCAN LTD VINYL SOFFIT - 12" TRIPLE 4 FULL-O-VENT ECO (NO. 0639) GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF FLORIDA BUILDING CODE -BUILDING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ)AT THE DESIGN PRESSURES SHOWN ON SHEET 1. THESE PRODUCTS WERE TESTED TO ASTM E33M4. STRUCTURAL TEST RESULTS BASED ON ASTM E33614 WERE DIVIDED BY 1.5 AS REQUIRED BY THE BUILDING CODE. 2. DESIGN PRESSURE (DP) RATINGS SHOWN ON THIS SHEET ARE BASED ON IO- SAVE WIDTHS IN SINGLE SPANS. SPAN WIDTHS AT 10-, 12',14- AND 1VME SHOWN ON SHEET 2. 3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON TESTING PERFORMED AT MOLIMO ARCHITECTURAL PRODUCT TESTING, 11410 EDEN ROAD, YORK, PA 1740. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. S. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY, DAMAGE CRACKS OR DEFECTS THAT MAY PRECLUDE THE SOFFIT FROM PERFORMING ITS INTENDED FUNCTIONS. SUCH DEFECTS SHALL BE ELIMINATED PRIOR TO SOFFIT INSTALLATION. 6. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS. STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF WE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURER'S INSTRUCTIONS. 7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT B. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE 9. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE ARE SHOWN IN THE APPROVED SOFFIT SCHEDULE ON SHEET 1. 10. MATERIALS: 10.1. KAYCAN BUILDING PRODUCTS VINYL SOFFIT AND TRIM IS MANUFACTURED FROM A FORMULATED PVC POWDER COMPOUND MEETING THE SPECIFICATIONS OF ASTM 03679. 10.2. KAYCAN BUILDING PRODUCTS ALUMINUM TRIM IS MANUFACTURED FROM ALUMINUM ALLOY WITH ASTM ES TESTED TENSILE STRENGTH OF 21 KSI AND YIELD STRENGTH OF 9.86 KSI. WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2) INSTALLATION METHOD DESIGNPRESSURE NETFREEAREA NETFREEAREA VINYLSOFFIT SERIES (SEE NOTE 2) (PSF) (SEE NOTE 1) (SO. INJUNEAL FT.) (SQ. INJSQ. FT.) FASCIA / J-CHANNEL +66.7/-66.7 4.18 4.18 12' TRIPLE 4 GULL-D-VENT ECD FASCIA / F-CHANNEL J-CHANNEL / J-CHANNEL +66.7/-66.7 1 4.18 4.18 NO. 0639 VENTED SOFFIT F-CHANNEL / F-CHANNEL NOTE 1: DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON V.sd BASIC WIND SPEEDS. THUS PROJECT DESIGN PRESSURES AS DETERMINED FROM ASCE 7-10 BASED ON Vult BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLIED BY 0.6 PER THE CURRENT EDITION OF THE FLORIDA BUILDING CODE FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE. NOTE 2: SEE SHEET 2 FOR DESIGN PRESSURES AT 1D', 12', 14' AND 16'. SEE SHEETS 3 AND 4 FOR SINGLE SPAN INSTALLATIONS FOR TRUSS/WOOD FRAMING CANRLEVER AND OVERHANG FAVE CONSTRUCTION. SEE SHEET 5 FOR CONNECTDN DETAILS. VINYL SOFFIT AND TRIM SCHEDULE VINYL SOFFIT J-CHANNEL F-CHANNEL FASCIA SERIES 12" TRIPLE 4 1/2- J-CHANNEL 1/2- F-CHANNEL 4- FASCIA FULL-O-VENT ECO VINYL VINYL ALUMINUM NO. 0539 VENTED N0. 1100 N0. 1178 ND. 9700 SOFFIT TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL NOTES, PERFORMANCE RATINGS, SOFFIT SCHEDULE 2 -- INSTALLATION NOTES AND DP RATINGS AT VARIOUS SPANS 3 INSTALLATION DETAILS, CANTLEVER CONSIRUCTION 4 INSTALLATION DETAILS, OVERHANG CONSTRUCTION 5 INSTALLATION DETAILS A THROUGH F 6 SOFFIT PROFILE 7 CHANNEL AND FASCIA PROFILES / BOM RW J.A mry P.E. Ala z VINYL AND ALUMINUM SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS 1. EAVE WIDTHS (SPANS) 1.1. THE INSTALLATION CROSS SECTIONS SHOWN ON SHEETS3 AND 4 DEPICT SINGLE SPANS FOR EAVE CONSTRUCTION OF TRUSSAMOOD FRAMING IN EITHER CANTILEVER OR OVERHANG CONFIGURATIONS. HOWEVER, THIS DOES NOT LIMIT SOFFIT INSTALLATION TO THESE CONFIGURATIONS ONLY AS LONG AS MINIMUM FASTENER REQUIREMENTS AND SPAN LIMITS ARE MAINTAINED. 1.2. SEE TABLE ON THIS SHEET FOR SPANS OF 10'. 12', leAND 16'. 2. INSTALLATION FASTENERS 2.1. FASTENERS SHALL BE THE TYPE, SIZE, EMBEDMENTAND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. SEE FASTENER SCHEDULE TABLE ON THIS SHEET. 2.2. MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). EDGE DISTANCES SHALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL. 2.3. FASTENER LENGTHS SHOWN IN THE INSTALLATION DETAILS DO NOTTAKE INTO ACCOUNT WALL FINISHES. WALL FINISH THICKNESS SHALL BE ADDED TO THE REQUIRED FASTENER LENGTHS. SEE FASTENER SCHEDULE TABLE ON THIS SHEET. 3. 2X2 NOMINAL BATTEN INSTALLATION TO SUPPORTING SUBSTRATE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIALS. 5. SEE INSTALLATION MOUNTING DETAILS AND ILLUSTRATIVE INSTALLATIONS ON SHEETS 3,4 AND 5. FASTENER SCHEDULE FAS N.DFSCRMCN BIIBBRUTE Y.IX, FMBEOMEVE I6EENOlEt) EDGE DIBTPNLE O.D97' DIAMETER x CONCRETE 1' 1/4' 1-1/2' T-NAIL OR MASONRY 0.072' DIAMETER X WOOD 1-3/4' 1/4- 1-3/4* TRIM NAIL 15 GA X 7/16' WIDTH CROWN STAPLE 1' MIN. WOOD 7/B' 1/4' LENGTH 8B x 3' M WOOD SCREW OR 3' M TAPPING WOOD 1-1/2' 5/8' SCREW. 3/16- RW TAPCON CONCRETE 1• 1-1/8' CONCRETE SCREW OR MASONRY NOTE 1: EMBEDMENT BASED ON NOMINAL LENGTH OF FXSTENER THROUGH SOFFIT OR CHANNEL INTO SUPPORTING SUBSTRATE W/O WALL RNISHES. WHERE WALL FINISHES ARE PRESENT, THE FASTENER LENGTH WILL BE INCREASED AS REQUIRED TO MNNTNN EMBEDMENT DEPTH INTO SUPPORTING SUBSTRATE DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS 12" TRIPLE 4 FULL-O-VENT ECO / NO.0639 VENTED SOFFIT Single Span Length 11L" INSTALLATION DETAILS A THRU F (SHEET 5) Positive Negative 10 ALL 66.7 -66.7 12 ALL 55.6 -55.6 14 ALL 47.6 -47.6 16 ALL 41.7 -41.7 a e C g 0 W u 0 Ro rEa aE dw � tia N a 8 M egg � = 6 z R.Wd1.Mprvm.P£ FIo,IEe P.E. No. 09/52 Y- TRUSS/FRAMING CANTILEVER EAVE CONSTRUCTION EAVE WIDTH (ROOF OVERHANG) —CONCRETI SOFFIT CMU/ WOO OR SEE DETAIL "A' SEE DETAIL "B"—/ WOOD (NOTE 1) EAVE CROSS-SECTION SINGLE SPAN W/F-CHANNEL F-CHANNEL @ WALL, FASCIA @ FASCIA END i= SPAN "L' . k SAVE WIDTH (ROOF OVERHANG) �CONCRETI CMU OR SOFFIT! WOOD SEE DETAIL "A" SEE DETAIL 'C' (NOTE 1) EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) SOFFIT SEE DETAIL "D"— SEE DETAIL EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNELS J-CHANNEL @ WALL AND FASCIA END SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE PERFORMANCE RATING TABLES. SEE SHEET 5 OR DETAILS A, B, C & D. NOTE 1: MINIMUM SPRUCE —PINE —FIR FRAMING @ 24" O.C. OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. CMU OR WOOD (NOTE 1) C a m 4 �m U w �r u € �6 �0 a ar n� a V-� of- Rab J.Am—,P.E Fb P.E.No.4WU EAVE WIDTH (ROOF SPAN "L- EAVE WIDTH (ROOF a `m 4 — — � �o OVERHANG) OVERHANG)o ew U W E OF D a �w HIM1 �VVNGKtIq CMU OR I —CONCRETE, CMU OR _ ^ SOFFff WOOD 1) / T SOFFIT WOOD yo u e "A" " (NOTE " SEE DETAIL F" SEE DETAIL 'E" (NOTE 1) SEE DETAIL SEE DETAIL B" EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/F-CHANNEL SINGLE SPAN W/J CHANNELS oao a F-CHANNEL @ WALL, FASCIA @ FASCIA END 3-CHANNEL @ WALL AND FASCIA END a o -L- -L" iG�o a®f< SPAN SPAN LL �u oG �§ EAVE WIDTH EAVE WIDTH ^ v: A 8 (ROOF OVERHANG) (ROOF OVERHANG) a e " ISI Oz �- lig CONCRETE,CONCRETE, CMU OR CMU OR SOFFIT (NOTE 1) 1) SEE DETAIL "A" SEE DETAIL 'E" JSOFFIT"(NOOTE SEE DETAIL "F" SEE DETAIL B EAVE CROSS-SECTION EAVE CROSS-SECTION Po[ j.M ..RE WNURENo. 4UU SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/F-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END F-CHANNEL @ WALL, J-CHANNEL @ FASCIA END SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE PERFORMANCE RATING TABLES. SEE SHEET 5 OR DETAILS A, B, E & F. NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING @ 24" O.C. OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. (b ,A AC . 0.G Io OSTAPLES INSTALLED O 24' O.C, NA% (INTO WOOD) ON F-CHANNEL LED OR T-NAL O 12' O.C. WJI (INTO CONCRETE/MASONRY) 4.-1/8' MAX. DETAIL A FASCIA DETAIL B F-CHANNEL O STAPLES INSTALLSD e z4• D.c. D fRA111',NC 7D a 1/8' FRAMING OSfAP FS 7 O 24' O 1) DETAIL C '--2%2 WOOD BATTEN@ J-CHANNEL BATTEN TTA SCREW, 8 RSlALL ATTACHMENT FASTENER SPACED 34' 9 MU FASTENER 7 fINO WOC J-CNANNf Oft T-N41 5 o.c. CONCRR ETE STAPLES IN DETAIL D DETAIL E WOOD 1> J-CHANNEL J-CHANNEL FASCIA NOTE 1: MINIMUM SPRUCE —PINE —FIR FRAMING ® 24" O.C. OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. APLES INSTALLED O 12. O.C. MA% (INTO WOOD) IN J-CNWNILL SLOT 5 OR T-NAIL O 12 5 O.C. MA% ONTO CDNCRME/NASON" CONCRETE. CMIJ OR WOOD (NOTE 1) 1/8" MAX.—.-I{— DETAIL F J-CHANNEL FASCIA WOOD BATTEN & APLES INSTALLED D 34• D.C. INTO O FRANING —/D • 3' WOOD SCREW 01 TAPING SCREW, BATTEN ATTACHMENT FASTENER I SPACED 24' LAX. O.C. a E s 4 r iy� f- W i U p W �o zb a d H ¢F � RO AJ.A ...P.E. HoWa P.E. Na 4915E N / W �JJ a fTl DO C � z � C I � I N zo of m� �z c�ry V / OT I N TI co to N P D` IT1 1 II^1I \ l O �a N g KAYCAN LTD 1 MEMORIAL DRIVE PROJECT #417-0614 P3 RICHFORD, VT05676 m b NO. 639 VINYLSOFFIT INSTALLATION -SINGLE SPANS SOFFIT PROFILE Nm �� RIA OL2N17 mw '` scve N.T.S.x a A UPDATETOCURRENT ll2U] MYN13 EDITION OF THE FBG A t xtv o r' z' ,18 .515 ,1B 5 0,793 w oo RD,093 0.165 wo a ar 2 .625 0. 5 "w ,7 5 775 0.818 95°6 4 R.156 L49� D,D42 0 0 D.D2 1,54 N oo R0,156 0.04 15 =m a a 7es 71 1 /2" J—CHANNEL/TRIM N� 1, ,25—M 0,022 L VINYL (No. 1100) go,s�m� 1/2" F—CHANNEL/TRIM <'o'�° w°€g �U O. VINYL (No. 1178) 4" FASCIA SMOOTH _p?z= ALUMINUM (No. 9700) _� I� o� BILL OF MATERIALS ITEM DESCRIPTION MATERIAL SOFFIT —SEE SCHEDULE ON SHEET 1 AND DRAWINGS ON SHEET VINYLVIN (SEE NOTE 1D ON SHEEP 1) 2 F—CHANNEL —SEE DRAWING ON SHEEP 6 3 J—CHANNEL —SEE DRAWING ON SHEEP 6 4 FASCIA —SEE DRAWING ON SHEEP fi ALUMINUM (SEE NOTE 10 ON SHEEP 1) 5 0.097" DIAMETER x 1-1/2' T—NAIL FOR CONCRETE AND STEEL r 4/24/2020 Florida Building BCISHome I login I User Registration I Hot Topla I Submit5urchmge I 5' d b a n "° Product Approval 9 USER; Public User Eu�iv�kLLtm • SHOPSTAMPREVIEW -91PW Lelia Review Is for general compliance with the Construction Documents. Responsibility for cooectness of dimensions, details, quantities and safety during fabrication lies solely with the contractor. N No Exceptions Taken Reviewed By. Dawn Boggio-Korbelak ❑ Rejected: Ss & Facts I Publications I ContactUs I BCI5 site Mao I Links I Search I 4/28/20 !1 �_ LJdAn $. Product &rroval Menu > Product or Application Search > Anolicatlen ❑st> Application Detail FL # FL21637-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer MI Windows and Doors Address/Phone/Email 5S0 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE G Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A "VISION ISION Date Submitted 03/23/2020 JILE COPY Date Validated 03/23/2020 Date Pending FBC Approval https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeecQb2JXMWri1%2faFQMzcvxO%2bWWOJaumQ%3d%3d 113 4/24/2020 Florida Building Code Online Date Approved 03/26/2020 Summary of Products FL # Model, Number or Name Description 21637.1 1620 SH 48 x 84 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R6 C CAC APC 16015.pdj Approved for use outside HVHZ: Yes FL21637 R6 C CAC APC 16054.Off Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 10/14/2021 Other: LC-PG50 Fin, LC-PG45 Finless/Flange Installation Instructions FL21637 R6 II 08-02998B.ppj Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21037 R6 AE 513861B.pdf Created by Independent Third Party: Yes 121637: 1620:SH 2 x 75 Insulated Glass fUse CertificationAgency Certificate ed for'use in. HVHZ: No F (FL21637 R6 C CAC APC: 16016, ed for: use outside HVHZ: Yes (FL21637 R6 C'CAC APC 16055:ao Resistant: No Quality Assurance Contract Expiration Date Design Pressure. +50 -50 10/14/2021 Other: LC-PG50 IInstallation Instructions IFL21637 R6 Ii 08-02n99B.Rr'7f: enfied By: Luis`Roberto Lomas 62514 Croated by Independent Third Party., Yes rEval"ldcm:Reports) !FQ3631 96-:8E`513862B:pd6 'Created. by Independent. Third Partynes 21637.3 1620 SH 37 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R6 C CAC APC 16572.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2022 Design Pressure: +50/-67 Installation Instructions Other: LC-PG50 FL21637 R6 II 08-03042B.Oddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R6 AE 514078A.gdf Created by Independent Third Party: Yes 21637.4 1620 SH 48 x 96 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R6 C CAC APC 16574.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2022 Design Pressure: +35/-45 Installation Instructions Other: LC-PG35 FL21637 R6 II 08-03160A.gdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R6 AE 514079A odf Created by Independent Third Party: Yes 21637.5 1620 SH Impact 38 x 75 Fin and Finless Frame, Insulated, Laminated Glass. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R6 C CAC APC(1814311820.05-106-12-R1 1620 5HH(051523j,gQj Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-70 OS/15/2023 Other: LC-PG50, Missile Level D, Wind Zone 3, glass was Installation Instructions bedded In Pecora 896 silicone. FL21637 R6 II 08-03454A.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R6 AE 514467A.odf Created by Independent Third Party: Yes 21637.E 1620 SH Impact 52 x 75 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R6 C CAC APC 16230.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date https:IAw .floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgsgxV7TjKGeecQb2JXWyWri1%2faFQMzcvxO%2bv,MOJaurm4%3d%3d 2/3 4/24/2020 Florida Building Code Online Impact Resistant: Yes 12/27/2021 In Design Pressure: +50/-50 stallation Instructions Other: LC-PG50, Missile Level D, Wind Zone 3. Glass consisted FL21637 R6 II 08-03042B.pdf of 1/8" annealed exterior - spacer - 3/32" annealed / 0.090 Verified By: Luis Roberta Lomas 62514 PVB / 3/32" annealed. Glass was bedded in Pecora 896 silicone. Created by Independent Third Party: Yes Evaluation Reports FL21637 R6 AE 513921B.pdf Created by Independent Third Party: Yes Back Nevt Song:: 2601 Blair Stone Road Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer _gopyyh[ 2o0J-2013 State oP Floritla.:: Prlvacv Statement :: Accesslbllity Statement :: Refund Statemen Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publle-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questtans, please contact SS0.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which on be made avallable to the public. To determine If you are a licensee under Chapter 455, F.S., please click hem . Product Approval Accepts: R ® ® xlarA M SecuritymbTRICS, �. https:/Aw .floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgs9xV7TjKGeecQb2JXNyWri1%2faFQMzcwO%2bVvWOJaurmQ%3d%3d 313 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville NC, 27023 434-688-0609 rllomm@)rlommpe.com Manufacturer: MI Windows & Doors, LLC 650 West Market Street Gratz, PA 17030-0370 Engineering Evaluation Report Product Line: Series 1620 PVC Single Hung — Reinforced Non -Impact 52"x75" Report No.: 513862B Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval documents: drawing numbers 08-02999 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: G1 516.03-109- 47 signed by TimothyJ. McGill Architectural Testing, Inc., York PA. AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: ±50.13psf Water penetration resistance 7.52psf 3. Report No.: G1519.03-109-47 signed by Timothy J. McGill Architectural Testing, Inc., York PA. AAMAM/DMA/CSA 101/I.S.2/A440-08 Design pressure: t50.13psf Water penetration resistance 7.52psf 4. Anchor calculations, report number 513862-1 B, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: t50.Opsf • Unit size: 52 1/8" x 75" • Units must be glazed per ASTM El300-04/09. • This product is not rated to be used in the HVHZ. • This product is not impact resistant and requires impact protection in wind borne debris regions. • Frame material to be Rigid PVC. Installation: Units must be installed in accordance with manufacturers installation instructions and approval documents, 08-02999, Revision B. Certfrication of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 TAT DF ,•w ��'o•'.R.ORIO? • mil' /Zss�IIVALIE������ Luis R. Lomas, P.E. FL No.: 62514 01/16/2020 (Validator I Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAANDMAICSA 1011I.S.21A440-08 LC-PG50-1324x1905 (52x75)-H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 1620 SH (FINLESS & FLANGE) FRAME SASH MI Windows & Doors, LLC 16055 (PVC)(O/X)(OG)(INS GL) 1324 mm x 1905 man 1257 mm x 946 mm Code: MTL (MODIF)(REINF)(TILT) (4'4" x 6'3") (4'2" x 3'1") (ASTM) This Certification will expire October 14, 2021 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: Intertek-ATI ReportNo.: G1519.03-109-47 Date of Report: November 3, 2016 JGS/JTS ACP-04 (Rev.6/11) Evaluated for Certification: November 8, 2016 A A( ted Laboratories, Inc. Authorized for Certification: November 8, 2016 ArnericariNkhitectural Manufacturers Association . (Validator/ Operaflons Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 101/I.S.2/A440-08 LC-PG50-1324x1905(52x75)-H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 1620 SH (FIN) FRAME SASH MI Windows & Doors, LLC 16016 (PVC)(O/X)(OG)(INS GL) 1324 mm x 1905 mm 1257 rrm x 946 mm Code: MTL (MODIF)(REINF)(TILT) (4'4" x 6'3") (4'2" x 3'1") (ASTM) This Certification will expire October 14, 2021 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: Intertek-ATI Report No.: G1616.03-109.47 Date of Report: October 27, 2016 JGS/JTS ACP-04 (Rev.6/11) Evaluated for Certification: November 1, 2016 ,h, /1 A ocl ted Laboratories, Inc. Authorized for Certification: November 1, 2016 Americaactural Manufacturers Association NOTES: 7. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 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. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. 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. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL:. EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE $6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET N0. DESCRIPTION NOTES 2 — 3 ELEVATIONS 4 —16 INSTALLATION DETAILS 17 COMPONENTS RENSIONS REV OESCN11110N WE MPROVEO A REVISED ANCHORS 22/27/18 R.L. B ADDED NEW EXTRUSIONS 01/16/2020 R.L. 15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE $6 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. 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #B WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/15" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE b8 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: 19. ALL FASTENERS TO BE CORROSION RESISTANT. 20. 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 0=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM 21. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. SIGNED: OT/28/2020 MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCED NON —IMPACT 52 1/8" X 75" NOTES sa1E NTS WE 11/30/16 OS s ET 99 OF 17 B SI/1111110a\\\``. L. ROBERTO LOWSP.E. Luis R. Lomas P.E. 1432 WOOORORO RD LEWISVIILE, NO 21023 FL NO.: 62514 434-666-0609 rffwnas(dlrlomasm.mm FIR HE r 52 1/8" FRAME WIDTH — 1 4" MAX l 12" MAX D.C. 5" WE GHT L a" MAx O / 4 � 52 1/8" FRAME WIDTH — 4" MAX 12" MAX O.C. O / n 7$ FRAME HEIGHT / J 4" MAX RFASIONS PEV pESCRIPiION M1E APPROVED A REVISED ANCHORS 02/D/18 R.L. B ADDED NEW EMUSION5 1 01/16/20201 R.L. chart#[ Number of anchor locations required Frame Frame Width (in) Helght (ln) 24.00 Heatl Jamb 30.00 Head Jamb 36.00 Head 1 42.00 Head 1 46.00 Head Jame 1 SZ13 Head Jamb 24.00 3 3 3 3 4 5 3 5 3 30.00 3 3 3 3 4 5 3 5 ] ]6.00 3 4 3 a 4 s a s a 4200 3 4 3 4 4 5 4 5 4 46.1a 3 5 3 5 a g74 5 5 5 5 54.00 ] 5 3 5 a 5 5 5 5 60.00 3 6 3 0 a 5 6 5 6 66.00 3 6 3 6 a 5 6 5 6 72.00 3 7 3 7 4 5 7 5 7 75.00 3 7 3 T 4 5 7 5 7 1620 SH REINFORCED FOR NUMBER 1620 SH REINFORCED ` FOR NUMBER RECTANGULAR OF ANCHORS DESIGNER OF ANCHORS EXTERIOR VIEW REQUIRED EXTERIOR VIEW SEE CHART #1 REQUIRED SEE CHART #1 FNLESS 6 FLANGE INSTALLATION FINLESS 6 FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACTRA77NG 350.0PSF NONE 5212'X75' UNITSHOWN.OTHER SIZESAPPROVEDAS LONGAS FRAMEAREA DOES NOTEXCEED27.14'Fl SIGNED: 0112812020 LC. MI WINDOWS50WESMAR N%X`\\\\\511R IIL NOTES: ET STREET O1f7j7/i O . q i GENE L SASH SIZE: GRATZ. PA 17030-0370 4912'X371/4' 2. D.LO.:4712'X33374' SERIES 1620 SH REINFORCED p*• 0 66a7/�ta'tO�*'. NON —IMPACT 52 1/8" X 75" FINLESS & FLANGE ELEVATIONS E •C ;y, TAT OF ty` HARDWARE SCHEDULE pwc No. �0�4• A. Rw i��F.S, [OR1OP G�e�C ) CAM LOCK, 7" FROM EACH CORNER AT TOP RAIL OF SASH TILT LATCH AT TOP RAIL OF SASH, AT EACH CORNER 08502999 B ii7jS/pNA11g\�\�J )COIL BALANCES AT SASH POCKET OF JAMBS iE 11/30/16 2 OF 17 E102 LMINUM REINFORCEMENT (AE-000162) AT MEETING RAIL L ROSERTO LOWS P.E. AMINUM REINFORCEMENT)MQ715) AT LOCK RAIL wOODPoRO RO LEWI3wuE, NC z7023 Luis R. Lomas P.E. FL No.: 62514 -UMINUMREINFORCEMENT(M-2266)ATSTILES 34666066g Wamas®4lomaspe.mm 7 FIR HE 3" MAX I 3 MAX 8" MAX O.C. 5" %ME GHT 3" MAX 52 1/8" FRAME WIDTH — MAX 3" MAX — S" MAX O.C. — 3" MAX FOR NUMBER FOR NUMBER OF ANCHORS OF.ANCHORS REQUIRED REQUIRED SEE CHART #2 SEE CHART j{2 3" MAX_ 8" MAX O.C. O / 75" FRAME HEIGHT 1620 SH REINFORCED RECTANGULAR EXTERIOR VIEW FIN INSTALLATION DESIGNPRESSURERATING IMPACTRATING t50.0PSF NONE 52lM'X75' UNIT SHOWN OTHER SOESAPPROVEDAS LONGAS FRAMEAREA DOES NOTEXCEED 27.14'M NOTES: 1. MAXIMUM SASH SIZE. 4912'XS71/4' 2. MAXIMUM D.LO.: 47 la'X333/4' J X 4 0� 1620 SH REINFORCED DESIGNER EXTERIOR VIEW FIN INSTALLATION RE SlONS OESCRIona N 1 WE Acf` MD REVISED ANCHORS 1 02/27/18 R.L. ADDED NEW EXTRUSIONS 1 01/16/20201 R.L. COarI C2 Number of anchor Immune ne required Frame Flame Width (in) 14'I901 (in) 2400 HAS Jamb ]0.00 H65 Jamb ]&00 HAS Jamb 4200 HAS Jamb I8.00 H65 Jamb 52.13 IHIS IJamb 24.00 a a 4 4 5 4 6 4 T 4 T 4 ]0.00 4 4 4 4 5 4 6 4 T 4 ] 4 38.00 4 5 4 5 5 5 6 5 T 5 T 5 4ZOD tr 8 4 0 5 6 6 6 T 48.00 d T 4 ] 5 7 6 7 7 "..as d T 4 ] 5 T B T T 60.00 6 B 4 8 5 B 6 0 T Md 66A0 4 S 4 9 5 9 B 9 7 72.00 6 10 4 10 5 10 0 1D T Aram 4 1D 4 10 5 10 6 10 7 MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 162D SH REINFORCED NON —IMPACT 52 1/B" X 75" FIN ELEVATIONS MWN: [AG NO. R.L. OB-02999 SCAB NTS ID"TE 11/30/16 SHEU3 OF 17 L ROBERTO LOWS P.E. I Q32 W0ODFORD RD LEWISVILE NC 2= 43 8-0609 Nams®hbmmspa.mm aaaaaaaaa SIGNED. 0112812020 Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS I 1/4" MAX. SHIM SPACE HEAD TO BE SET IN A BED OF APPROVED SEALANT INTERIOR N-5 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BVCKINSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWN FOR CLARITY. 2 PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCEWITHASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. HIM SPACE 1 1/4" MIN. EMBEDMENT 7/16" MIN. EDGE DISTANCE #B WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT flM510N5 REV O6 RIPTION MlE gPPROVEU A REVISED ANCHORS 02/2J/18 R.L. B I ADDED NEW EXTRUSIONS 1 01/16/20201 R.L. 1/4" MAX. SHIM SPACE NTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCKINSTALLATION MI WINDOWS & DOORS, LLC. 65D WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 162G SH REINFORCED NON —IMPACT 52 1/8" X 75" FINLESS INSTALLATION DETAILS DR N: DWG NO. R.L. 08-02999 NTS IWE 11/30/16 ISNEF4 OF 17 L.ROBERTOLOMASP.E M2WO0DF0RD RDIEWISVILLE, NC2T023 A34686d609 rllomas(JNamazre.rom SIGNED: 01/28/2020 Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/4- MAX. SHIM SPACE HEAD TO BE SET IN A BED OF APPROVED SEALANT O EXTERIOR �pa o v INTERIOR Ia L O SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD O & APPROVED �J SEALANT ❑ _� 1/4" MAX. SHIM SPACE METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTUREINSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARRY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOSE DESIGNED INACCORDANCE WR ASTM E2112 RrnsIONs Rfl' DERCIDPROM MlE APPROVED A REVISED ANCHORS 02/2T/1I R.L. B ADDED NEW EXTRUSIONS 01/16/2020 R.L. 1/4" MAX. SHIM SPACE 7/15" M� EDGE DISTANCE INTERIOR #B SMS OR IJL 1 E SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLA77ON MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCED NON —IMPACT 52 1/8" X 75" FINLESS INSTALLATION DETAILS DK NO. 08-02999 NTS I -E 11/30/16 S.EU5 OF 17 SIGNED: 0112812020 Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS . 4 OPTIONAL 1X BUCK- a- SEE NOTES 3 — 7 ` SHEET 1 I BACKER ROD `emu u & APPROVED 1/4 MAX. SEALANT SHIM SPACE HEADTO BE S� N BED OF APPROVED SEALANT ®® =❑ EXTERIOR 0 0 0 (� INTERIOR � o SILL BE SET BACKER ROD B IN A BED OF & APPROVED APPROVED SEALANT SEALANT 0 1/4" MAX. OPTIONAL 1X BUCK SEE NOTE 3 — 7 4q ❑ SHIM SPACE SHEET i CONCRETE/MASONRY BY OTHERS _ _.a.. _ - - e a _ _ a. VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARITY. 2. PERIMETER AND JOA?SEALANTBYOTHERS TO BE DESIGNED INACCORDANCE WIMASTM E2112 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK > - SEE NOTES 3 — 7 SHEET i RMSIONS REV OESCRIPiION pp1E pPPROVEO A REVISED ANCHORS 02/27/Is R.L. B I ADDED NEW EXTRUSIONS 1 01/16/2020 R.L. 1/4" MAX. SHIM SPACE INTERIOR MIN. EDGE 0 M D DISTANCE o EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 1620 SH REINFORCED NON —IMPACT 52 1/B' X 75" FINLESS INSTALLATION DETAILS )MM On N0. R.L. 08-02999 '�E NTS °°TE 11/30/16 5xEET6 OF 17 03P-68&0609 REV B SIGNED: 0112812020 Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS I BACKER ROD SHIM & APPROVED HEAD TO BE SET IN A BED OF APPROVED SEALANT 0 a® Cam❑ EXTERIOR INTERIOR O BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCKINSTALLATION NOTES: 1. INTERIORAND EXTERIOR KNISHES, BYOTHERS, NOTSHOWN FOR CLARITY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WRHASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. HIM SPACE RMSIONS DMORI"OK W.1E MPROVED REVISED ANCHORS 02/27/18 R.L ADDED NEW EXTRUSIONS I 01/16/2D20R.L. 1 1/4" MIN. EMBEDMENT SHIM SPACE 1/4" MAXIF. I INTERIOR 7/16" MIN. �„ EDGE DISTANCE P=9_ #B WOOD �l e SCREW 0 WOOD FRAMING W OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0112812020 MI ID WOWS LC 6 WEST MARKET ET STREET ``���\S GRAB. PA 17030-0370 '`may •y�GENyF'pji�y ��••10,.6126 *_ SERIES 1620 SH REINFORCED*.•pN NON —IMPACT 1ON X 7IL LL FLANGE INSTALLATION DETAILS ' S �g1 TAT OF y� i0 P ,i 0w0 No. R.L.ORM OB02 B i11NAL1E�G``� Luis R. LORI06 P.E. FL NO.: 62514 NTS DATE 11/30/16 5L97B OF 17 LROBERTOLOMASP.E 13WDFORD RD LEWISVILUE. NC 229 S1-09 METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROD & APPROVED SEALANT METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE TO BE SET IN A BED OF APPROVED SEALANT INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARITY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE W17HASTME2112 SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE REVS10uS D=RI?V0N DATE I APPROVED REVISED ANCHORS 02/27/18 1 R.L. ADDED NEW EXTRUSIONS 1 01/16/20201 R.L. 1/4" MAX. SHIM SPACE 7/16" MIN. INTERIOR EDGEG DISTANCE #8 SMS OR J SELF DRILNG SCREWS �� D METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCNRE INSTALLATION SIGNED: 0112812020 MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCED NON —IMPACT 52 1/8" X 75" FLANGE INSTALLATION DETAILS DRAWN: 0WC NO, R.L. 08-02999 WALE NTS IDATE 11/30/16 Is EETB OF 17 IG32WOODFW{O flD LEWISYILL£, NO 21023 I Luis R. Lomas P.E. <sN�seaae0s mwne:®mwname.cwn FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT a nn 1/4" MAX. oEL SHIM SPACE O HEAD TOSET N A BEE OF OF IIIIII APPROVED SEALANT RMSIONS REV DMCRIPDON WE APPROVED A REVISED ANCHORS 02/2T/18 R.L. B ADDED NEW EXTRUSIONS 1 01/16/2020R.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK ° SEE NOTES 3 - 7 SHEET 1 INTERIOR 3/16" TAPCON INTERIOR C e �.a SILL TO BE SET BACKER R00 IN A BED OF & APPROVED APPROVED SEALANT SEALANT O 1/4" MAX. O�SHIM OPTIONAL 1X BUCK SEE NOTE 3 - 7 _ o SPACE 4LZ SHEET 1 CONCRETE/MASONRY BY OTHERS4. a VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLAT70M NOTES' 1. INTERIORAND EXTERIOR FINISHES, BY07HERS, NOTSHOWN FOR CLARITY. 2. PERIMETERANOJOINTSEALANTBYOTHERSTOBE 2" �❑ MIN. O EDGE DISTANCE ° EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEMASONRYINSTALLATION MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 1620 SH REINFORCED NON —IMPACT 52 1/8" X 75" FLANGE INSTALLATION DETAILS DRAwR: Dwc W. R.L. 08—D2999 SME NTS I DATE 11/30/16 sREET9 OF 17 L. ROBERTO LOWS P.E. 14 IM30DMRD RD LEWISVILLE, N027= C 6664?609 Nomns>Nanazp . SIGNED: 0112812020 Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MAX. I SPACE HEAD TO BE SET IN A BED OF APPROVED SEALANT O q® Cam❑ EXTERIOR q INTERIOR v a a � o VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. Z PERIMETERANDJOIATSEALANTBY OTHERS TORE DESIGNED IN ACCORDANCE WRH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT /4" MAX. HIM SPACE REVISIONS REV DESCRIPRON pgtE MPRa D A REVISED ANCHORS 02/27/18 R.L. B ADDED NEW EXTRUSIONS Ol /16/2020 R.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE I INTERIOR 7/16" MIN. EDGE DISTANCE $B WOOD J 9111� SCREWWOOD FRAMING OR 2X BUCK� EXTERIOR BY OTHERS BACKER ROD & APPROVED JAMB INSTALLATION DETAIL SEALANT WOOD FRAMING OR 2XBUCKINSTALLA770N MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 1620 SH REINFORCED NON —IMPACT 52 1/8" X 75" FLANGE INSTALLATION DETAILS CRnwN: U.G N0. R.L. 08-02999 SCALE NTS o`TE 11/30/16 IS.EETJG OF 17 SIGNED: 0112MO20 Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT lea X � �i ■ r�. q� 1/4" MAX. SHIM SPACE TO BE SET BED OF OVED SEALANT SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED SEALANT 1/4• MAX. SHIM SPACE METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARRY. 2 PERIMETERANDJOIMSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WITHASTM E2112 RE SION5 D ESCRIGIION 611E MpRGVEO REVISED ANCHORS 02/27/18 R.L. ADDED NEW EXTRUSIONS I DI/16/20201 R.L. �I 1/4" MAX. 7/1SHIM SPACE INTERIOR 6" MIN. GE DISTDANCE #8 SMS OR J �uJ� SELF DRILLING SCREWS O fl EXTERIOR METAL _: STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0112812020 MI WOW5I0NDEST MAR ET S REETLC GRATZ, PA 17030-0370 ` r•. \DENS \ l - D6 *; SERIES 1620 SH REINFORCED*• NON —IMPACT 52 1/8" X 75" FLANGE INSTALLATION DETAILSSTATE OF •t� i0. iF ;�[OR1DQ;•�@�� owc NO. RLv R.L. 08 BB B �Z7AL/rjs10HA11�?G\�� iLLLE oaTE sDLLT NTS 11/30/16 ll OF 17 LOIS R. LOR1D5 P.E. FL No.: 62514 LROBERTOLOWSPE. f0. WOODFORDRDLEWISWLLB,NO27023 <SL&6609 Nanaz[a>Nomaspe.mm CONCRETE/MASONRY —� BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT Q' a I 1/4" MAX. I��II ovLl SHIM SPACE 0 HEAD TOSET OF IN A BEE OF Illill APPROVED SEALANT INTERIOR BACKER ROD SILL B BE SET & APPROVED IN A BED OF SEALANT APPROVED SEALANT E3 1/4- MAX. OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 7 4q SHEET 1 CONCRETE/MASONRY BY OTHERS 4 a. VERTICAL CROSS SECTION CONCREIIEWSONRYINSTALLATION NOTES: 1. INTERIORAND EXTERIOR RNISHES, BYOTHERS, NOTSHOWNFORCLARITY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCEWITHASTM E2112 REASIORS DMCRI"ON wE I MPRWEO REVISED ANCHORS 02/27/18 1 R.L. ADDED NEW EXTRUSIONS 1 01/16/2020 R.L. 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY ea , BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 1 1/4" MAX. SHEET 1 .° SHIM SPACE INTERIOR 3/16" TAPCON •_ a !C_rl' MIN. EDGEDISTANCE °TERIOR ROD BACKER & APPROVED JAMB INSTALLATION DETAIL SEALANT CONCRETHMASONRY INSTALLATION SIGNED: 0112812020 MI WINDOWS LC T MAR ET STREET `\`\`\SIII�111C(O A77, GRATZ, PA 17030-0370 y •��C EN9�.'9j+ z*-• �101,51?$1 *_ SERIES 1620 SH REINFORCED NON —IMPACT 52 1/8" X 75" �•��{/�n _ FLANGE INSTALLATION DETAILS �p �• $$TAT OF rV� �'�• FCORIDQ:•�� DRAWN: owe u0. RLv 08 LNIS R. Lom.s P.E. FL No.: 62514 5E NTS — 11/30/16 sx0 64EE112 OF 17 LROBERTOLOMASP.E. 1432WOODFORDROLEWISVILLENC2023 434ti 609 Nwnas@NDmagiR.com APPROVED SEALANT BEHIND FIN #6 WOOD SCREW 3/8- MIN EDGE DISTANCE -.i. �J X to I� ■ • � LK f Lq� 3/8" MIN J EDGE DISTANCE #6 WOOD SCREW APPROVED 1 1/2" M EMBEDMEI SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCKINSTALLITION NOTES: f. INTERIORAND EXTERIORFINISHES, BYOTHERS, NOTSHOWN FOR CLARITY. R. PERIMETERANDJOINTSEAIANTBYOTHERSTOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 WOOD -RAMING 3Y OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS #6 WOOD SCREW 1 1/2- MIN. EMBEDMENT REASIONS REV DMRIPTION 27/ R.I. NOAD A REVISED ANCHORS 02/]18 R.L. B ADDED NEW EXTRUSIONS 1 01/15/2020 R.L. 1/4" MAX SHIM SPACE INTERIOR APPROVED ��D SEALANT BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCKINSTALLATION 1/4" MAX SHIM SPACE WOOD FRAMING MI WINDOWS & DOORS, LLC. BY OTHERS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 1620 SH REINFORCED NON -IMPACT 52 1/8" X 75" FIN WITH J CHANNEL INSTALLATION DETAILS R.L W DW NO. R.L. 08-02999 SALE NTS DATE 11/30/16 s'a 13 OF 17 t. ROSERTOLOMAS RE 1492 WDODROAD RDLEWISVILLE NC27O2i SIGNED: 0112812020 Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN #6 SMS OR SELF DRILLING SCREW 3/8" MIN EDGE DISTANCE RENSIONS REV DESCRIPRON pgiE APPROVED A REVISED ANCHORS 02/27/18 R.L. METAL STRUCTURE B ADDED NEW EXTRUSIONS 01/15/2020 R.L. BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX SHIM SPACE 1/4" MAX SHIM SPACE METAL STRUCTURE BY OTHERS NTEflIOfl $6 SMS OR SELF DRILLING SCREW APPROVED SEALANT BEHIND FIN EX ERIOA 3/8" MIN _ EDGE DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 3/8" MIN EDGE DISTANCE '6 SMS OR METAL STRUCTURE SIGNED: 0112812020 SELF DRILLING BY OTHERS MI WINDOWS & DOORS, LLC.SCREW �11111HNrrr7A STRUCTURE INSTALLATION CROSS SECTION6GRATZS 50 PA 170 0 0370WET MARKETT ��y�\�NG APPROVEDZt.�v'TALICAL SEALANT BEHIND FIN SERIES 1620 SH REINFORCED*� per$ *t NON —IMPACT 52 1/8' X 75" FIN WITH J CHANNEL INSTALLATION DETAILS pO�• -$7pT OF W` NOTES: 0IN: owc uo. REv %"FS:°GORIOP; G� �O 1. INTEMORANDFINISHES, BYOTHERS, 08 50EE999 B �ONALIE�X��� NOTSHWNFOFCLAIOR sGLE DATE NTS 11/30/16 14 OF 17 2. PERIMETERANDJOINTSEALANTBYOTHEns TOBE DESIGNED INACCORDANCE WITHASTM E2112 L ROBERTO LOWS P.E. 149E WOODFORD RD LEWISVILLE, NC27W3 Luis R. Lomas P.E. 464-680D609 iLbrnes@I4wnespR.com FL NO.: B2514 APPROVED SEALANT BEHIND FIN #6 WOOD SCREW 3/8" MIN EDGE DISTANCE tm �[, IG ■ 3/8" MIN EDGE DISTANCE $6 WOOD SCREW APPROVED 1 1/2" M EMBEDMEI SEALANT BEHIND FIN VERTICAL CflOSS SECTION WOOD FRAMING OR2X BUCK INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWN FOR CLARITY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOSE WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS RMSIDNS OESCRNTION pgTE APPRWED REVISED ANCHORS 02/27/18 1 R.L. ADDED NEW EXTRUSIONS 1 01/16/20201 R.L. _ 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS j�6 WOOD INTERIOR SCREW 1 1/2" Liuo MIN. EMBEDMENT - !nHo'o APPROVED SEALANT O BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0112812020 fvil WINDOWS KETLO. IIf10 0SMARSTREET 51IR GRATZ, PA 17030-0370 ENS :%p R• *• D 5 = SERIES 1620 SH REINFORCED NON -IMPACT 52 1/8" X 75" ��KM.�+ T FIN INSTALLATION DETAILS �p OF ' �'OFs:;ORI�Q: DR.L.: owc No. Rlv SCALE 08 B O3eS� /X7jSIQNA11EaAA�� LUiF9L NoLoi0551P.E. 624 NTS WTE 11/30/16 SHEET 15 OF 17 LROSERTOLOMASP.E 12WOODORDRDLEWISVILENC2) 404-66"609 APPROVED SEALANT BEHIND FIN #6 SMS OR SELF DRILLING SCREW 3/8" MIN EDGE DISTANCE CIIIII i � J rid, IGI ■ 3/B" MIN CEJ EDGE DISTAN #6 SMS OR c SELF DRILLING SCREW VERTICAL CROSS SECTION APPROVED METALSTRUCTUREINSTALLATION SEALANT BEHIND FIN NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARRY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WITHASTMF2112 METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX _F SHIM SPACE METAL STRUCTURE BY OTHERS RMSIONS DESCRIPTION I — I APPRWEO REVISED ANCHORS 1 02/27/18 R.L. ADDED NEW EXTRUSIONS 01/16/2020R.L. _ 1/4" MAX r METAL STRUCTURE SHIM SPACE 6V OTHERS INTERIOR #6 SMS OR SELF DRILLING SCREW APPROVED SEALANT BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION SIGNED: 0112812020 MI OSR LC. SI�NDOWWEST MARKET REST .`may GRATZ. PA 17030-0370 .yNGENS�N� *• DA,5�51 *1 :.[d+ SERIES 1620 SH REINFORCED NON —IMPACT 52 1/8" X 75" FIN INSTALLATION DETAILS O: STATE OF •sV` DIM.w: Dwc xD. aM 08 8 IOIIIAl110N`\`` W16 R. Lomas P.E. 502E996 OF 17 s�E NTS wTE 11 /30/16 L ROSERTO LOMAS PP. I432 WOOOFORD RD LEWISVILLP, NO 21 d 1G 6R 09 Nomas@IrlmmazPs.com FL No.: 62514 060 2 5/16" rI_JI 1-�qp�4 HEAD/JAMB FINLESS EXTRUDEDPVC(114006) 3333/16" — S 3 13/16" Im—mpoQl� LT � HEAD/JAMB FIN INSTALLATION EXTRUDED PVC (V-1007) 3 1 7/6�IGf�7 —STILES REINFORCEMENT ALUMINUM 606345 (M-2266) 3 1/4" —I 0 1/8- SILL FINLESS EXTRUDED PVC (V.1013) SILL FIN INSTALLATION EXTRUDED PVC (V.1012) WITH J-CHANNEL EXTRUDED PVC (V-1011) l 3/4" F MEETING RAIL REINFORCEMENT ALUMINUM 6063-T5 (AC 000162) '8" 3 3/16" 2 13/16" HEAD/JAMB WITH FLANGE EXTRUDED PVC (V.1010) 3 1/4" 2 13/16" l m I51 emu_ _0- HEAD/JAMB WITH FLANGE EXTRUDED PVC (VE-000025) 1 1/4" B.. H 1 3/4" L BOTTOM SASH/STILE EXTRUDED PVC (V-670) I--r 15/16° 1/2" lul LOCK RAIL REINFORCEMENT ALUMINUM 6063-T5 (M-2115) r--1 15/16" LS LL-IJ OPERABLE SCREEN �Glll�xe>♦ ALUMINUM 6063-T5 (M-2341) DESCRIPTION REVISED ANCHORS ADDED NEW EXTRUSIONS SILL WITH FLANGE EXTRUDED PVC (V-1015) 3 1/4" oCe" SILL WITH FLANGE EXTRUDED PVC (VE-000021) p❑ 2 3/16" MEETING RAIL EXTRUDED PVC (V-1016) MI WINDOWS & DOORS, LL 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCED NON —IMPACT 52 1/8" X 75" COMPONENTS RMSIONS 041E APPR-0 02/27/18 1 R.L. O1/16/2020 R.L. 2 1 3/4" BOTTOM SASH/TOP RAIL EXTRUDED PVC (V-675) — 1 3/4" r 31 o 1 BOTTOM SASH/BOTTOM RAIL EXTRUDED PVC (V-672) GLAZING NG BEAD RIGID PVC (V-904) SIGNED: 0112812020 !R. L�08-02999 1_102999 1_1 �FA' NTS 1" 11/30/16 5REU 17 OF 17NTS 1" 11/30/16 5REU 17 OF 17 Luis R. Lomas P.E. FL No.: 62514 4124/2020 Florida Building KQRDADRPAM1NiT Of Business • Professional Regulation BCISHeme I Lagtn I User Registration I Hot Topic I Submi[swchame I S SHOPSTAMPREVIEW Iatn/Plan Review Is for general compliance with the Construction Documents. Res onsibility for correctness of dimensions, details, quantities and safety durPng fabrication Iles solely with the contractor. X No Exceptions Taken Reviewed By: Dawn Boggio-Korbelak ❑ Rejected: ats a Facts I Publications I contact Us I BCIS Site Mao I Links I Search db' 7 s. Product Approval 4,2$,20 ►�_ r p USER: Public User yyyyyy�� tia�iep•-s Product AOereval Menu > Product or Apolirallon Search > 91yr11[atkln List> Application Detail FL # FL21637-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE :+ Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards - Certified By REVISgDN Product Approval Method Method 1 Option A FILE COPY Date Submitted 03/23/2020 Date Validated 03/23/2020 Date Pending FBC Approval Year 2011 2008 2011 https:IA&ww.floridabuilding.org/pr/pr app_ tl.aspx?pamm=wGEVXQwtDgsgxV7TjKGeecQb2JXWyWd1%2faFQMzcwO%2bVvWOJaurmO%3d%3d 1/3 4/24/2020 Florida Building Code Online Date Approved 03/26/2020 Summary of Products FL # Model, Number or Name Description 21637.1 1620 SH 48 x 84 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R6 C CAC APC 16015.gdj Approved for use outside HVHZ: Yes FL21637 R6 C CAC APC 16054.gdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 10/14/2021 Other: LC-PG50 Fin, LC-PG45 Fnless/Flange Installation Instructions FL21637 R6 II 08-02998B.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R6 AE 5138618.gdf Created by Independent Third Party: Yes 21637.2 1620 SH 52 x 75 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R6 C CAC APC 16016.gdj Approved for use outside HVHZ: Yes FL21637 R6 C CAC APC 16055.gdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 10/14/2021 Other: LC-PG50 Installation Instructions FL21637 R6 II 08-029991.gd( Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R6 AE S13862B.Pdf Created by Independent Third Party: Yes f21637.3 16 137 x 72 Insulated Glass (Limits of Use lApproved for use in HVHZ: No tApproved foruse outside HVHZ: Yesl Certificatiorn Agency Certificate iFL21637 R6 C CAC APC 16572.pJ Quality Assurance Contract Expiration Date (Impact Resistant:. No: O3/24/2022� Design Pressure: +50/-67 Other. LC-PG50 Installation Instructions I1`1-21637 .R6 IL'08-030426ptl0 erifled By: Luis. Roberto Lomas 62514 Created by Independent Third Pa ; Yes Evaluation Reports �FL21637 %R6 AE514078A pdfl 'Createdby'Independent Third Party: Yes 21637.4 1620 SH 48 x 96 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R6 C CAC APC 16574.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2022 Design Pressure: +35/-45 Installation Instructions Other: LC-PG35 FL21637 R6 It 08-03160A.p_df Verifed By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R6 AE 514079A.ndf Created by Independent Third Party: Yes 21637.5 1620 SH Impact 38 x 75 Fin and Finless Frame, Insulated, Laminated Glass. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R6 C CAC APC(18143)1820.05-106-12-RI 1620 SF1(0UM).11-df Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +501-70 OS/15/2023 Other: 1-C-PG50, Missile Level D, Wind Zone 3, glass was Installation Instructions bedded in Pecora 896 silicone. FL21637 R6 II 08-03454A.ndf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R6 AE 514467A.ndf Created by Independent Third Party: Yes 21637.E 1620 SH Impact 52 x 75 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R6 C CAC APC 16230.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date https:/Avww.floridabuilding.org/pr/pr app dtl.aspx7paramzvGEVXQwtDgsgxVTrjKGeecQb2JXWyWd1%2faFQMzc 0� /O 2bVvWOJaurmQ%3d%3d 2/3 EIM-0'IrYif, Florida Building Code Online Impact Resistant: Yes 12/27/2021 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50, Missile Level D, Wind Zone 3. Glass consisted FL21637 R6 11 08-030426.pdf of 1/8" annealed exterior - spacer - 3/32' annealed / 0.090 Verified By: Luis Roberto Lomas 62514 PVB / 3/32" annealed. Glass was bedded in Pecora 896 silicone. Created by Independent Third Party: Yes Evaluation Reports FL21637 R6 AE 513921B.pdf Created by Independent Third Party: Yes Bark nett Contact $ :: 2601 Blair Stone Road. Tallahassee R 32399 Phone: 850-487-1824 The State of Fl9dda Is an AA/EEO empiayen sopyd ht 2007-2013 State of Florida.:: I d,I Statement :: �[v B[ [ t :: Refund Statemen Under need. law, email addresses are publk records. If you do nut want your e-mail address released in response t4 a public -records request, do not send electronic mall to this entity. Instead, contact the pHlm by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pumua or to Section 455.275(1 Florida Statutes, effective October 1, 2012, licensees Ilmnsed under Chapter 455, F.S. must provide the Department with an email address If they have one. The email provided may be used for offlclal communication with the licensee. However email addresses are public remm. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bE Product Approval Accepts: = ® © RE M Credit Card Safe https:IAw .floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeecOb2JXWyWri1%2faFQMzcvxO%2bVMOJaurmQ%3d%3d 313 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville NC, 27023 434-688-0609 rllomas@lrlomwpe.com Manufacturer: MI Windows and Doors LLC 650 West Market Street Gratz, PA 17030 Engineering Evaluation Report Product Line: Series 1620 PVC Single Hung Window— Reinforced Non -Impact 37°x72" Report No.: 514078A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation., 1. Approval documents: drawing numbers 08-03159 Revision A, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: G9384.01-109-47 signed by Timothy J. McGill Architectural Testing, Inc., York PA. AAMAIWDMA/CSA 101/I.S.2/A440-11 Design pressure: t67.20psf Water penetration resistance 7.52psf 3. Anchor calculations, report number 514078-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +50.0/-67.Opsf • Unit size: 37" x 72" • Units must be glazed per ASTM El300-04/09. • This product is not rated to be used in the HVHZ. • This product is not impact resistant and requires impact protection in wind bome debris regions. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-03159, Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 �111111.1/// \`���\S R. L pii��� 5 ��•���TAT �i<, — 0 �� F•. � �R10P • �i'�• s��NALIE����\ Luis R. Lomas, P.E. FL No.: 62514 01/20/2020 (Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAANDMA/CSA 101/i.S.2/A440-11 LC-PG50•-940xl829 (37x72)-H Negative Design Pressure = -67 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 1620 SH (FIN, FLANGE & MI Windows & Doors, LLC FINLESS) FRAME SASH 16572 (PVC)(O/X)(OG)(INS GL) 940 mm x 1829 mm 867 mm x 902 mm Code: MTL (MODIF)(REINF)(TILT) (3'1" x 6'0") (2'10" x 3'0") (ASTM) This Certification will expire March 24, 2022 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: Intertek-ATI Report No.: G9384.01-109.47 Date of Report: May 3, 2017 JGS/JTS ACP-04 (Rev. 6/11) Evaluated for Certification: May 4, 2017 'h' A oci ted Laboratories, Inc. Authorized for Certification: May 4, 2017 ��IZ4I AmerUn Architectural Manufacturers Association NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 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. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. 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. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 AND 3 FOR DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. L TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 16 1 INSTALLATION DETAILS 17 1 COMPONENTS RR1510N5 REV OESCRIPRON .1 1 01R. A I REVISED ANCHORS 02/27/16 I R.L. 15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 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. 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE $8 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. 19. ALL FASTENERS TO BE CORROSION RESISTANT. 20. 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 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KS1 1/8" THICK MINIMUM 21. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. SIGNED: 0112812020 MI WINDOWS & DOORS, LLC. 65D WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCED IMPACT — 52" X 75" NOTES NTS w1c 11/30/16 OB s03E�12 OF 17 A /q�S�DNA1-ENJ�r LROSERMLOMASP.E Luis R. Lomas P.E. IC32WCODFORDROLEWISVILLENC2M23 FL NO.: fi2514 41-6880609 Namaz@IMmazpR.mm 7 FR HE {-- 52 1/8" FRAME WIDTH —I 4" MAX p 13 1/4" MAX O.C. O 5" \ME GHT 4" MAX / X 4 0� 1620 SH REINFORCED RECTANGULAR EXTERIOR VIEW FINLESS& FLANGEINSTALLATION NOTES: 1. SASH SIZE 491/2'X37114' R. D.L.O.:4712'X33374' 52 1/8" FRAME WIDTH 4" MAX 13 1/4' O MAX O.C. / 75" FRAME HEIGHT / X \ 4" MAX FOR NUMBER OF ANCHORS 1620 SH REINFORCED REQUIRED DESIGNER SEE CHART #1 EXTERIOR VIEW FINLESS & FLANGE INSTALLATION REINFORCED DESIGNPRESSURERATING IMPACTRATING ±50.OPSF LARGE MISSILEIMPACT MISSILE LEVEL D, WIND ZONE FORADDITIONAL SIZES SEE CHART#1 52 1/6'X75-UNDSHOWN. OTHER SIZESAPPROVEDAS LONGAS FRAME AREA DOES NOT EXCEED 27.14' FlA REYI510us DESCRIP GN wit nwaovtD REVISED ANCHORS 02/27/18 1 R.L. %IgFt FOR NUMBER 7/8" 19 OF ANCHORS 3/32" ANN REQUIRED SEE CHART #1 0.090" PVB BY KURARAY 1/8" ANN 3/32" ANN TRUSEAL SPACER SYSTEM 1/2" BITE GLAZING DETAIL SIGNED: 01/28/2020 MI WINDOWS T MAR ET STREET `\`��\51RIILIo4A '`�v GRATZ. PA 17030-0370 •y\GENy�.'9j+Z� D/,,��{�y *= SERIES 1620 SH REINFORCED IMPACT IMPACT — 52" % �• VAT FINLESS Sc FLANGE ELEVATIONS '"" Cz �.A • TAT OF 4 i i0S`ORID?' DaAwu: rrnc No. aw 08 A ,Z,7S/OIIIAli1�?``\� LOIS R. Lomas P.E. 3c NITS wft 11/30/16 NI�22 OF 17 L.ROSERTOLOWSP.E f432 WOODFORDRDLEWISVlLUF NC27023 aa4eeaa&ov mama:®Irbmsspe.wm FL No.: 62514 FR HE 3" MAX I 3 MAX— 8" MAX Q.C. 5" WE GHT 3" MAX 1620 SH REINFORCED RECTANGULAR EXTERIOR VIEW FIN INSTALLATION NOTES: 1. SASH SIZE: 4912'X371/4' 2. D.L.0.:471/2'X333/4' 52 1/8" FRAME WIDTH — MAX 3" MAX — 8" MAX O.C. — FOR NUMBER OF ANCHORS 3" MAX / REQUIRED SEE CHART #2 8" MAX O.C. / 75" FRAME HEIGHT / X 4 0� II 3" MAX 1620 SH REINFORCED DESIGNER EXTERIOR VIEW REINFORCED FIN INSTALLATION DESIGN PRESSURERATING IMPACTRA77NG 350.OPSF LARGE MISSILEIMPACT MISSILE LEVEL D. WIND ZONE FOR ADDITIONAL SIZES SEE CHARTF2 521/6'X 75' UNIT SHOWN. OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 27.14' M RWMONS' )VOCRI"ON w1E T 1..D REVISED ANCHORS 02/27/18 R.L 3" MAX FOR NUMBER OF ANCHORS REQUIRED SEE CHART #2 7/8" — 3/32" ANN 0.090" PVB BY KURARAY 1/8" ANN — 3/32" ANN TRUSEAL SPACER SYSTEM 1/2' BITEA GLAZING DETAIL SIGNED: 0112812020 MI WINDOWS LC. 0ESTMAR ET STREET `J\J\?1E=11:D1J/��i GRATZ, PA 17030-0370 ` r;\GENSF9j1�� SERIES 1620 SH REINFORCED*• IMPACT — 52" X 75" FIN ELEVATIONS //��+W+ to OTM •C- ��D TAT OE 41— • ORnwN: Dw0 NO. aRv�"FS:;ORIOo; R.L. 08503042 A '/7ASIOfIlAl10?\\\\ LUIs R. LOTOs P.E. S D"� 11/30/i6 OF 17 LROBERTOLOMASPZ. 1432WDDDTDRD RDLEWISVILLE, NC 2>023 4 WOOD OR DLEWISLLZNC 27 4�3 FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE HEAD TO BE SET IN A 1 OF APPROVED VERTICAL CROSS SECTION WOOD FRAMINGOR2 BUCKINSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARIT .. 2. PERIMETERANDJOIN7SEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WITHASTM M 12 SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. HIM SPACE 1 1/4- MIN. EMBEDMENT L 7/16" MIN. EDGE DISTANCE RMSIONS REV D6 RIPTION IMM MPRO A REVISED ANCHORS 02/27/19 R.L. 1/4" MAX. SHIM SPACE INTERIOR /j8 WOOD SCREW �0 WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT, JAMB INSTALLATION DETAIL W60D FRAMING OR 2X BUCKINSTALLATION 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 1620 SH REINFORCED IMPACT — 52" X 75" FINLESS INSTALLATION DETAILS OMWN: OWC u0. 1 REV R.L. 1 08-03042 A SC E NTS °^TE 11/30/16 SREET4 OF 17 SIGNED: 0112812020 Luis R. Lomas P.E. FL No.: 62514 RMSIONS DSCRIPRON MlE nPPRMD REVISED ANCHORS 02/27/18 R.L. 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS APPROVED _ 1/4" MAX. SEALANT r SHIM SPACE o� 7/16" MI IN INTERIOR EDGE o HEAD TO BE SEE DISTANCE IN A BED OF APPROVED SEALANT p® �❑ SELF SCREWS 0 EXTERIOR o o INTERIOR EXTERIOR METAL O STRUCTURE BY OTHERS BACKER ROD & APPROVED JAMB INSTALLATION DETAIL SEALANT METAL STRUCTUREINSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED SEALANT �� Q 1/4" MAX. r SHIM SPACE BY VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARITY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WIMASTM E2112 MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCED IMPACT — 52" X 75" FINLESS INSTALLATION DETAILS DWO N0. 08-03D42 NTS DAB 11/30/16 sH� S OF 17 SIGNED: 0112812020 Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS °Q OPTIONAL 1X BUCK m �' SEE NOTES 3 - 7 SHEET 1 I BACKER ROD � & APPROVED r1 1/4 MAX' SEALANT SHIM SPACE AD TO BE SET /APPROVED =. INTERIOREXTERIOR�%i_ a a SILL TO BE SET BACKER ROD IN A BED OF & APPROVED APPROVED SEALANT SEALANT O OPTIONAL IX BUCK 1/4" MAX. SHIM SPACE SEE NOTE 3 7 �q ❑ SHEET 1 CONCRETE/MASONRY BY OTHERS a NOTES: I. INTERIORAND EXTERIOR FINISHES, BYOTHER& NOT SHOWN FOR CLARITY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WITHASTM M12 ENSIGNS REV OESCRIPiION CAiE APPROVED A REVISED ANCHORS 02/27/18 R.L. 1 1/4" MIN. _ 1/4- MAX. EMBEDMENT SHIM SPACE CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK - SEE NOTES 3 - 7 SHEET 1 INTERIOR 3/16" TAPCON Y MIN. D EDGE a DISTANCE -- EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETNMASONRY INSTALLAT ION MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCED IMPACT — 52" X 75" FINLESS INSTALLATION DETAILS MWN: OWO NO. R.L. 08-03042 iCRLE NTS wie it/30/16 1..E-6 OF 17 L ROSERTOLOMASP.E 1432 WOODFORD RD LEWISVILL E, NC 27M G34EB&0609 Nanazt3lnomazpa.rom SIGNED: 0112812020 .P�:911R 11�lO�AYi.. Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE IL11MI HEAD O BE SET BED OF vp VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCKINSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARRY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCEWIMASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT /4" MAX. HIM SPACE R SIONS DESCRIPTION WiE MPRWEO RMSED ANCHORS 02/27/18 R.L. 1 1/4" MIN. 1/4' MAX. EMBEDMENT SHIM SPACE L INTERIOR 7/16" MIN. Ga EDGE DISTANCE #B WOOD SCREW WOOD FRAMING it 0 U::j OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCKINSTALLATION SIGNED: 0112812020 MI WINDOWSLC Rl to 50WEST MARKET STREET �J�5w,/// GRATZ. PA 17030-0370 EMS,%:j±� 0 51/T SERIES 1620 SH REINFORCED IMPACT — X 75" �*= 7( �s>rgt�` I FLANGE INSTALLATION DETAILSTAT A OF OF ���'OF•.'P[OR101;•�i��� DR" MG NO. RLv OB A/O111A111��G\`` Luis R. Lomas P.E. 503072 OF 17 'r^'L NTS D^TL 11 /30/16 L ROSERTO LOWS P£. fAffi WOODFORD RDLEM6VILMNO273 46 FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/4" MAX. SHIM SPACE REVISIONS DESCRIPTION W.iE MPRWEO REVISED ANCHORS 02/27/18 R.L. 1/4" MAX. SHIM SPACE � I HEAD TO BE SET IN A BED OF I 7/16" MIN. INTERIOR APPROVED SEALANT EDGE DISTANCE �^ o b� �❑ � EXTERIOR INTERIOR #8 SMS OR �❑ o n n O SELF DRILLING SCREWS 0 � EX ERIOR METAL STRUCTURE BACKER ROD' BY OTHERS & APPROVED SILL BE SET SEALANT JAMB INSTALLATION DETAIL p II B IN A BED OF APPROVED SEALANT METAL STRUCTURE INSTALLATION BACKER ROD & APPROVED SEALANT �� 1/4" MAX. F SHIM SPACE METAL STRUCTURE —� BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY: 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WITHASTM Elf 12 SIGNED: 0112812020 MI WINDOWS50WESTMAR REETLC. ET STREET `\\``\�11R11L(ow GRATZ, PA 17030-0370 '`may •��G EN3FgJE *• 01.51251 *_ SERIES 162D SH REINFORCED IMPACT - I % 75" FLANGE INSTALLATION DETAILS � �70 , TAT OF ty` O. p L` �i�'OFS FLORID, ORnwu: Owc NO. - an 08 2 A /O1111110?\\`` LI115 R. LOTOS P.E. 'DACE NTS GATE 11/30/16 SOEET8OF 17 LROBERTOLOMASP.E lG WOODFORDRDLEWISVIILENC27O23 48 8"609 rllwnas@Irlomaspe.com FL NO.: 62514 RLMSIONS PEV DESCRIPTION pg1E APPROVE. CONCRETE/MASONRY - A RMSED ANCHORS 02/27/18 R.L. BY OTHERS '° i OPTIONAL 1X BUCK .. 1 1/4" MIN. 1/4" MA%. SEE NOTES 3 - 7SHEET EMBEDMENT SHIM SPACE 1 r CONCRETE/MASONRY �r'-I � BY OTHERSBACKER ROD APPROVED ��JJ a& ��SEALANT [�ovaOPTIONAL 1% BUCK SEE NOTES 3 - 7 SHEET 1 IN A BED OF INTERIOR APPROVED SEALANT 3/16" TAPCON p® Lam❑ EXTERIOR INTERIOR •°.a o v v 0 2 n❑ MII N. EDGE vo a DISTANCE , EXTERIOR SILL TO BE SET BACKER ROD IN A BED OF BACKER ROD & APPROVED APPROVED SEALANT & APPROVED SEALANT SEALANT ' 1/4" MAX. O� JAMB INSTALLATION DETAIL OPTIONAL 1% BUCK SEE NOTE 3 - 7 �� o SHIM SPACE CONCRETE7MASONflY1NSTALIATION SHEET 1 T CONCRETE/MASONRY BY OTHERS - ° 4 •W d• , SIGNED: 0112812020 °• MI WINDOWS DOORS, LC. `y��y`RE 5 VERTICAL CROSS SECTION A 17 0-0370 9��� CONCRETHMASONRY INSTALLATION SERIES 1520 SH REINFORCED *�• �1D *= IMPACT - 52" X 75" FLANGE INSTALLATION DETAILS �jl X• $$TAT OF p= DRAWN: REV DWG N0.INTERIOR .Len` NOTES: OB Fs:�[ORIOP ',',STONAI.1111M 1. AND CLAR/TV,ERIOR FINISHES, BYOTHER$ A NOT SHOWN FOR SCALE NTS D^� 11/30/16 50 92 OF 17 2. PERIMETERANDJOINTSEALANTBYOTHERS TOBE DESIGNED /N ACCORDANCEWRHASTM E21 f2 LROSERTOLOMASP.E. LYLS R. Lomas P.E. lC2WO0VF ROROLEWISVILLe.NC27o29 dM.MMfJ1V Afmm�dd---mm FL No.: 62514 REVISIONS OESCRIPNON REVISED ANCHORS WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD --� �Uu 1/4" MAX. J & APPROVED SHIM SPACE SEALANT 1 1/4" MIN. 1/4" MAX. oQ EMBEDMENT SHIM SPACE I r INTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS YlE TO BE SET �..I PROVED OF SEALANT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCKINSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETERANDJOWTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WRHASTM E2112 SILL TO BE SET IN A BED OF - APPROVED SEALANT /4" MAX. :HIM SPACE 7/15" MIN. EDGE DISTANCE #B WOOD SCREW D WOOD FRAMING '��D EXTERIOR OR 2X BUCK flflUU BY OTHERS BACKER ROD & APPROVED JAMB INSTALLATION DETAIL SEALANT WOOD FRAMING OR 2XBUCKINSTALLAT70N MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 1620 SH REINFORCED IMPACT — 52" X 75" FLANGE INSTALLATION DETAILS DIM..: MG No. R.L. 08-03042 5-" NTS IMTE 11/30/16 SNEET10 OF 17 L ROSERTOLOMASP.E l4 WOODF0RDRDLEWISVILLENO2= M1E I.PPROJEO 02/2]/15 R.L. SIGNED: 0112812020 Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/4" MAX. SHIM SPACE REVISIONS omll 110N Mn 1 A,PRo ED REVISED ANCHORS 02/27/18 1 R.L. _ /4" MAX. o� HEAD SET SHIM SPACE IN A BEE OF OF APPROVED SEALANT L_ 7/16" MIN. INTERIOR EDGE ca DISTANCE o EXTERIOR p® =❑ INTERIOR #8 SMS OR e ��Iy SELF v v v SCREIWS ��0 O EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS & APPROVED SILL TO BE SET SEALANT IN A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION BACKER ROD EJ & APPROVED SEALANT 1/4" MAX. �� SHIM SPACE METAL STRUCTURE —� BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOA FINISHES, BYOTHERS, NOTSHOWNFORCLARTFY. 2. PERIMETERANDJOIN7SEALANTBYOTHERSTOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0112812020 Nib WINDOWSLC. IR IILlq/* WEST MARKETDOORS, 9ARKSTREET ``\\`\S GRATZ. PA 17030-0370 V •��O E Ng�.•9ji *�• �105 'k= SERIES 1620 SH REINFORCED IMPACT — X 75" FLANGE INSTALLATION DETAILS ATI ;y~• SS TAT OF tp` C � �\ DRAWN: OWC N0. REV 0B A .ZORIO?• ��XXssiONA'IE�G�p LOTS R. Lomas P.E. FL No.: 62514 soot NTS GATE 11/30/16 sOLET 11 OF 17 L flOSERTO LOMASP.E. 1432 WOODFORD RD LEWI9VILLE NO 27023 0.94-666-0609 EllomasTdlMnamR.mm CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT •A ° • a u I 1/4" MAX. owl SHIM SPACE 0 HEAD BE.SEi IN A BED OF ,,,,,, APPROVED SEALANT INTERIOR SILL TO BE SET BACKER ROD IN A BED OF & APPROVED APPROVED SEALANT SEALANT ED 1/4" MAX. OPTIONAL 1X BOCK a Q� SHIM SPACE SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS a NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER ANOJOINTSEALANTBYOTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 RMSIONS REV OMRIPTIION Mx PPPROAD A REVISED ANCHORS 02/27/18 1 R.L. 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY I BY OTHERS °v OPTIONAL 1X BUCK R SEE NOTES 3 — 7 _ 1/4" MAX. SHEET 1 ° : SHIM SPACE INTERIOR 3/16" TAPCON IN MIN. EDGE v > L❑ n n�D DISTANCE ° EXTERIOR BACKER ROD & APPROVED JAMB INSTALLATION DETAIL SEALANT CONCRET&MASONRYINSTALLATION MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 1620 SH REINFORCED IMPACT — 52" X 75" FLANGE INSTALLATION DETAILS ORnwu: on No. R.L. 08-03042 sME NTS IWE 11/30/16 OHEE112 OF 17 L ROBERTOLOMASP.E. 1432 MODFOROROLEWISVILLE NOVO23 134-6BB-0609 rllwnas�Wlrbmssp.rom SIGNED: 0112812020 Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN #6 WOOD SCREW 3/8- MIN EDGE DISTANCE i �I�H�YI�Ii■ 3/8" MIN EDGE DISTANCE #6 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCK INSTALLATION NOTES: 1. INTERIORANDEXTERIORMNISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETERAND JOINT'SEAIANTBY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS #6 WOOD SCREW 1 1/2- MIN. EMBEDMENT RNSIONS OMRIPTION REVISED ANCHORS _ 1/4" MAX SHIM SPACE INTERIOR APPROVED SEALANT n�D DUI BEHIND FIN 3/8" MIN EXTEflIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR ZK BUCK INSTALLATION 1/4- MAX SHIM SPACE wooD FRAMING MI WINDOWS & DOORS, LLC. BY OTHERS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCED IMPACT - 52" X 75" FIN WITH J CHANNEL INSTALLATION DETAILS DRAWN: DWs No. R.L. 08-03042 SCALE NTS IDATC 11/30/16 SHEE713 OF 17 DgiE PPgP/EO )2/27/1B R.L. SIGNED: 0112812020 Luis R. Lomas P.E. FL No.: 62514 #6 SMS OR SELF DRILLING SCREW 3/8" MIN EDGE DISTANCE I ��JM C.J ' hl�:Fi��:iJ 3/e" MIN EDGE DISTANCE #6 SMS OR c SELF DRILLING SCREW VERTICAL CROSS SECTION APPROVED METAL STRUCTURE INSTALLATION SEALANT BEHIND FIN NOTES: 1. INTERIORAND EXTERIOR FINISHES. BY OTHERS. NOTSHOWN FOR CLARITY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WITHASTME2112 aWSIM atv Gtscaivnou METAL STRUCTURE A I RE SED ANCHORS BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX SHIM SPACE METAL STRUCTURE BY OTHERS 1/4" MAX SHIM SPACE METAL STRUCTURE BY OTHERS NTERIOR #6 SMS OR �\ SELF DRILLING j•j� �e SCREW s APPROVED SEALANT BEHIND FIN EXTEAIOA 3/8" MIN _ EDGE DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCED IMPACT — 52" X 75" FIN WITH J CHANNEL INSTALLATION DETAILS D..N: GwG NO. R.L. 08-03042 sr• r NTS JIMIE 11/30/16 ISHOU14 OF 17 LROBERTOLOMASP.E. 1492 WOODFORDRDLEWISYUF NC2= 434- 8-0 9 Namas@Irlomesyemm MlE APPRMO 12/21/18 1 R.L. SIGNED: 0112812020 Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN #6 WOOD SCREW 3/8" MIN EDGE DISTANCE I C� I a till 3/8" MIN EDGE DISTANCE #6 WOOD SCREW APPROVED _----- SEALAMT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR2X BUCKINSTALI ITION _ 1 1/2" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. _r SHIM SPACE NOTES: 1. INTERIORAND EXTERIORFINISHES, BYOTHERS, NOTSHOWNFORCLARITY. 2. PERIMETER AND JOINTSEALANTBY OTHERS TO BE DESIGNED INACCORDANCE WTTHASTM E2112 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS REY510N5 06LRIRIDN ONE 1 PRD O REVISED ANCHORS 02/27/18 1 R.L. —I 1/4' MAX SHIM SPACE WOOD FRAMING BY OTHERS #6 WOOD SCREW INTERIOR 1 1/2" IN. EMBEDMENT nn APPROVED NT^N SEALAILJ BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCKINSTA"TION MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCED IMPACT — 52" X 75" FIN INSTALLATION DETAILS DRRWN: DWG NO. R.L. 08-03042 '� NTS D`h 11/30/16 IsHEI715 OF 17 SIGNED. 0112812020 1 Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN #6 SMS OR SELF DRILLING SCREW 3/8" MIN EDGE DISTANCE _��"� Fes,■ 3/B" MIN EDGE DISTANCE #6 SMS OR J c SELF DRILLING SCREW VERTICAL CROSS SECTION APPROVED METAL STRUCTURE INS TALLA77ON SEALANT BEHIND FIN NOTES: 1. INTERIORAND EXTERIOR FINISHES. BY OTHERS, NOTSHOWNFORCLARRY. 2. PERIMETER ANDJOINTSEALANTBY OTHERS TO BE DESIGNED INACCOROANCE WITHAS7M E2112 PPAAONS RLv DESDRivriDN METAL STRUCTURE A REVISED ANCHORS BY OTHERS 1/4- MAX, SHIM SPACE _ 1/4" MAX SHIM SPACE METAL STRUCTURE BY OTHERS INTERIOR #5 SMS OR SELF DRILLING SCREW /4" MAX SHIM SPACE METAL STRUCTURE BY OTHERS APPROVED SEALANT BEHIND FIN LUI 3/8" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCED IMPACT - 52" X 75" FIN INSTALLATION DETAILS Dw.wN: MG No. R.L. 08-03042 5O NTS JOKIE 11/30/16 ISHEV16 OF 17 2 i1E APPROVED 2T/18 R.L. SIGNED: 0112812020 Luis R. Lomas P.E. FL No.: 62514 3 3/ifi' o�2 5/16" ��- p 4 HEAD/JAMB FINLESS EXTRUDED PVC (V-1006) 3 13/16" HEAD/JAMB FIN INSTALLATION EXTRUDED PVC (V-1007) 3 1/4" —I 0�8.. t�Ip.4 SILL FINLESS EXTRUDED PVC (V-1013) 3 5/8" SILL FIN INSTALLATION EXTRUDED PVC (V-1012) 3/16" o¢� 2 13/16 �� 51 4�pC]4 HEAD/JAMB WITH FLANGE EXTRUDED PVC (V-1010) 3 1/4" — os O 2 13/16" L—J HEAD/JAMB WITH FLANGE EXTRUDED PVC (VE-000025) t 1/a' T—P rf1�oJ� �lilp0 3 5. L LrtiJ - J 1 3/4" L BOTTOM SASH/STILE WCAI IAIIAD cm1 MICTAI I ATInAl Cu I c At NICTAI I IT11. EXTRUDED PVC(V-670) WITH J-CHANNEL EXTRUDED PVC (V.1006) J--� 7/8-14- STILES REINFORCEMENT ALUMINUM 6063-T5 (M-2266) WITH J-CHANNEL EXTRUDED PVC (V.1011) MEETING RAIL REINFORCEMENT ALUMINUM 6063-T5 (AE-000162) 15/i6" �1- 1/2` LOCK RAIL REINFORCEMENT ALUMINUM 6063-T5 (M-2115) DESCRIPTION REVISED ANCHORS SILL WITH FLANGE EXTRUDED PVC (V-1015) '8" SILL WITH FLANGE EXTRUDED PVC (VE-000021) 1 1/4' Ca I� 2 3/16" D oLfo MEETING RAIL EXTRUDED PVC (V.1016) MI WINDOWS & DOORS, LL 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 1620 SH REINFORCED IMPACT — 52" X 75" COMPONENTS v REVISION$ 64iE AIPR-10 02/27/18 1 R-L. _ 7 7/2" HE], 1 3/4- BOTTOM SASH?OP RAIL EXTRUDED PVC (V-675) 1 3/4" 1 3/4" Jf' ' BOTTOM SASH/BOTTOM RAIL EXTRUDED PVC (V-672) _, 5/16" 13/1J 6' L GLAZING NG BEAD RIGID PVC (V.676) SIGNED: 0112812020 \\\\1111I IITl7/// \\\\\g il. L0,y7///i r •V\O EHSF,•9iP: 08-030L21R.L 7C7NTS IMIf 11/30/16 17 OF 17 Luis R. Lomas P.E. FL No.: 62514 ALL MATERIALS AND CONSTRUCTIONS PROCEDURES SHALL BE IN ACCORDANCE WITH THE LATEST FDOT INDICES AND AS FOLLOWS: 1. CONCRETE TO BE MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 2. TEST A MINIMUM OF ONE (1) COMPRESSIVE STRENGTH CYLINDER SAMPLE PER 50 CY OR ONE (1) PER LOT, WHICHEVER IS GREATER. COMPRESSIVE STRENGTH SHALL BE REPORTED AT 28 DAYS. 3. ALL DELETERIOUS MATERIALS TO BE REMOVED 6 INCHES BELOW BOTTOM OF SIDEWALK AND 6 INCHES BEYOND ALL EDGES. 4. CONCRETE SHALL BE A MINIMUM OF 4 INCHES THICK FOR ALL SIDEWALK TO BE OWNED OR MAINTAINED BY THE COUNTY. 5. SIDEWALK THROUGH DRIVEWAYS SHALL BE 4" THICK MINIMUM. 6. SOD TO BE LAID WITHIN THREE (3) DAYS OF FINAL GRADING IN PUBLIC RIGHT OF WAY. 7. PRE -POUR INSPECTIONS ARE REQUIRED AND MUST BE ACCEPTED PRIOR TO POURING THE SIDEWALK. 8. FOR REPAIR, REMOVE EXISTING SIDEWALK TO THE FULL WIDTH FROM CONTROL JOINT TO CONTROL JOINT (I.E. ONE "SECTION*) 9. 12" MINIMUM VISQUEEN AND CHEMICAL TERMITE TREATMENT AT ALL AREAS THAT ABUT ANY EXISTING CONCRETE STRUCTURE. 10. PROPERTY ADDRESS: _ ARMINA PLACE 0 FILE COPY CAULFIELD & WHEELER, INC. e CIVIL ENGINEERING LANDSCAPE ARCHITECTURE -SURVEYING 7900 GLADES ROAD -SUITE 100 BOCA RATON, FLORIDA 33434 OrlPHONE (560-392-1991 / FAX (560-750-1452 WATERSTONE, PHASE 1 DRIVEWAY DETAIL - LOT 4, BLOCK 3 N;, 1, 1{: 1, 7(: p' L'ND�F _;G 05�' 1uli„ DATE 4 27 2020 DRAWN BY EC F.B. PG. N/A SCALE N.T.S. JOB NO. 8690 A 6'x6' WELDED WIRE MESH 16, 4" THICK 4" THICK I 4" THICK ® I I DRIVEWAY I CAULFIELD & WHEELER, INC. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 100 �®� BOCA RATON, FLORIDA 33434 PHONE (561)-392-1991 / FAX (561)-750-1452 4" EXPANSION JOINT 4" THICK SIDEWALK JOINTS IDATE 4/27/20201 IIF.B./ PG. N/AII I1J0B NO. 8690 �I