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Home My WebLink AboutREVISIONS - BUILDING PERMITSOFFICE USE ONLY: �J DATE FILED: �' 1 REVISION FEE: $75.00 LOCATION/SITE ADDRESS: 8104 Santa Clara Blvd. Ft. Pierce, FI. 34946 Fake Copy - PERMIT # 1906-0451 RECEIPT # oonn:' 1 b01 ?�o PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION SCANNED BY St. LucieCounty DETAILED DESCRIPTION OF PROJECT REVISIONS: revised energy calcs per inspector's request CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: 01257700 BUSINESS NAME: WJH LLC QUALIFIERS NAME: evade Burney ADDRESS: 3300 Battleground Ave M CITY: Greensboro PHONE (DAYTIME): 772-453-4143 STATE: OWNER/BUILDER INFORMATION: ST. LUCIE CO CERT. #: 030986 FAX: ZIP: NAME: WJH LLC ADDRESS:3300 Battleground Ave. Ste. 101 CITY: Greensboro STATE: NC. ZIP: 27410 PHONE (DAYTIME: 772-453-4143 ARCHITECT/ENGINEER INFORMATION: NAME: Mulhern & Kulp ADDRESS: 300 Brookside Ave. Bldg. # 4 CITY: Ambler PHONE (DAYTIME): 215-646-8001 SLCCC. 9123109 Revised 06130117 STATE: PA. IW.Vf FAX: ZIP: (,,) Q--00� 190(o - 0(tS( FORM R405-2017 FL • ' y.•.�,y�� • • Project Name: Lot 04 1202 A LHG - S Builder Name: Street: 8104 Santa Clara Blvd Permit Office: Port St. Lucie City, State, Zip: , FL, Permit Number: Owner: WADE JURNEY HOMES Jurisdiction: 66100 Design Location: FL, ST_LUCIE_CO_INTL County: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1312.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1020.00 IF b. Frame - Wood, Adjacent R=13.0 292.00 fta 3. Number of units, if multiple family 1 c. N/A R= fta 4. Number of Bedrooms 3 d. WA R= fta 5. Is this a worst case? No 10. Ceiling Types (1200.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1200.00 fta 6. Conditioned floor area above grade (fta) 1200 b. N/A R= fta Conditioned floor area below grade (fta) 0 c. N/A R= fta 11. Ducts R fta 7. W indows(119.7 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 240 a. U-Factor: Dbl, U=0.35 119.69 fta SHGC: SHGC=0.29 b. U-Factor: N/A fta 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 17.8 SEER:14.00 c. U-Factor: N/A fta SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A fta a. Electric Heat Pump 17.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.220 14. Hot water systems 8. Floor Types (1200.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Ede Insulation R=0.0 1200.00 fta 9 b. Conservation features EF: 0.920 b. N/A R= fta None c. WA R= fta 15. Credits Pstat Total Proposed Modified Loads: 40.40 Glass/Floor Area: 0.100 PASS Total Baseline Loads: 41.61 1 hereby certify that the plans and specifications covered by Review of the plans and F-f ST4T this calculation are in compliance with the Florida Energy specifications covered by this Code. `Digitally signed byBolan calculation indicates compliance Paukmic Bojan Paukoviccpateam9.a3.°„S:a,36 with the Florida Energy Code. F nm --; :€r',• '„ O PREPARED BY: -n. Before construction is completed a DATE: this building will be inspected for compliance with Section 553.908 0 y I hereby certify that this building, as desi ned, is in compliance Florida Statutes. with the Florida Ener Co e. i i OOD lu 11-e C® OWNER/ ENT: 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). - Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. CODE COMPLIANCE 3/1/2019 2:59 PM EnergyGauge® USA Section R405.4.1 CompliSSpftw re CIE CO 1 N YQ Page 1 of 4 11®CC a�("'� l� FORM R405-2017 INPUT SUMMARY CHFCKI_IST RFP0RT PROJECT Title: Building Type: Owner Name: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 04 1202 A LHG - S Bedrooms: 3 User Conditioned Area: 1200 WADE JURNEY HOMES Total Stories: 1 1 Worst Case: No Rotate Angle: 180 Port St. Lucie Cross Ventilation: No 66100 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # 04 Block/Subdivision: Lakewood Park PlatBook: ' Street: 8104 Santa Clara Blvd County: St. Lucie City, State, Zip: FL, CLIMATE / V Design Location Design Temp TMY Site 97.5 % 2.5 % Inl Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range' FL, ST_LUCIE_CO_INTL FL_VERO_BEACH_MUNI 39 90 70 75 299 58 Medium BLOCKS Number Name Area Volume 1 Blockt 1200 9600 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1200 9600 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 127.5 it 0 1200 ft2 _-__ 0.29 0 0.71. ROOF / V # Roof Gable Roof Type Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1342 ft2 300 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC / V It Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1200 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1200 ft2 0.1 Wood 3/1/2019 2:59 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS At Adjacent Cavity Width f7irnt T� Wall Type SpaceAran Height Sheathing Framing Solar Below R-ValripFrnrainnAhqnr 1 -2 3 4 5 N=>S Exterior Frame - Wood Main E=>W Exterior Frame - Wood Main S=>N Exterior Frame - Wood Main W=>E Exterior Frame - Wood Main -=>SE Garage Frame - Wood Main 13 14 6 8 13 31 6 8 13 34 0 8 13 47 6 8 13 36 6 8 0 116.0 ft2 0 252.0 1112 0 272.0 ft- 0 380.0 ft2 0 292.0 ft2 0 0 0 0 0 0 0.8 0 0.8 0 0.8 0 0.8 0.25 0.8 0 0 0 0 0 DOORS # Ornt Door Type Space Storms U-Value F1 Width In Height Ft In Area 1 -=>SE Wood Main None .39 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 180 degrees). V Wall # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening _ 1 N=>S 1 Vinyl Low-E Double Yes 2 N=>5 1 Vinyl Low-E Double Yes 3 E=>W 2 Vinyl Low-E Double Yes 4 S=>N 3 Vinyl Low-E Double Yes 5 S=>N 3 Vinyl Low-E Double Yes 6 W=>E 4 Vinyl Low-E Double Yes 0.35 0.29 N 0.35 0.29 N 0.35 0.29 N 0.35 0.29 N 0.35 0.29 N 0.35 0.29 N 20.5 ft- 1 it 0 in 15.4 ft' 1 ft 0 in 6.0 ft' 1 ft 0 in 17.8 ft- 1 It 0 in 45.0 ft' 1 ft 0 in 15.0 ft' 1 It 0 in 1 It 0 in 1 ft2 in 8 ft 6 in 1 It 2 in 1 ft 2 in 8 ft 2 in Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapeslblinds Drapes/blinds -None None None None None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 395 ft' 395 ft2 64 it 8 it 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 1120 61.49 115.63 .2649 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 17.8 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 17.8 kBtu/hr cfm 0.75 1 sys#1 3/1/2019 2:59 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft- DUCTS --- Supply --- ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 240 ft2 Main 60 ft2 Prop. Leak Free Main -- cim 36.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans:Cooling Jan Feb Vent Jan Feb Mar Mar Apr Apr May [X] Jun [ ] Jul [XJ l ] Aug [XJ [ ] Sep Oct Nov Nov Dec ng May Jun l 1 Jul 11 Aug l 1 Sep Oct Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 e0 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default 8 Ibs/s .ft. 0 ft2 0 ft 0.3 Main Name: Test Rater Signature: Rating Compant: Test Rater Date: 3/1/2019 2:59 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 8104 Santa Clara Blvd Permit Number: FL, 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 correct 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 enveloW building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 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 B. 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, backdraft and flue dampers shall be closed, but not sealed beyond intended Infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight-fiding flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with ILL 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 Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cim per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ W DMA/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. 3/1/2019 2:59 PM EnergyGauge® USA - 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 E283at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 controls. SECTION R403 SYSTEMS ❑ R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 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 manufacturers 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 manufacturer's 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 test 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 (131C) 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. ElR403.5.1.2 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. 3/1/2019 2:59 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) EiR403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y2 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 140°F (38°C to 601C). 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 bumer(s) of combustion types of service water -heating 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.I. 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 svrimming 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 (CFM/WATn AIRFLOW RATE MAXIMU (CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 3/1/2019 2:59 PM EnergyGauge® USA - 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 manufacturer's 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 -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb 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 onthe 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. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ 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 (1 VC), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.81C). ❑ 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. Healers 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 -heat -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 all -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 heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/1/2019 2:59 PM EnergyGauge® USA - 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 (Mandatorfhe 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. 3/1/2019 2:59 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Main 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 17.8 a) Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEERICOP 6. Conditioned floor area (sq. ft.) 6. 1200 d) Room unit(PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.320 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.220 14. Heating system: Capacity 17.8 c) Area 7c. 119.7 a) Split system heat pump HSPF 8.2 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.92 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 13.0 e) Dedicated heat pump with tank EF_ 2. Masonry (Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10B1. 13.0 2. Masonry (Insulation R-value) 10B2. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 30.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant barrier installed 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: Address of New Home: 8104 Santa Clara Blvd City/FL Zip: . FL 3/1/2019 2:59:17 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 04 1202 A LHG - S Builder Name: Street: 8104 Santa Clara Blvd Permit Office: Port St. Lucie City, State, Zip: , FL, Permit Number: Y Owner: WADE JURNEY HOMES Jurisdiction: 66100 w Design Location: FL, ST_LUCIE_CO_INTL c=i COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealingmaterial. 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 an dropped ceiling/soffit Y PP 9 /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air border. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the tap 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 pin na an wirina. 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 exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be 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 snrinkler cover plates and walig or call ring. a. in aoamon, inspection or log wars snan oe in accomance wim the provisions of IGG-400. 3/1/2019 2:59 PM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 Project Summary Job: 1202 Wrightsoft' ry Date: 11/20/2018 House By. Ds One Stop Cooling and Heating 7225Sanl=w Cout,Wirter Park FL 32792 Rme:(407)629-6920 Fax:(407)629-9307 Web:µ 0mSiapCoo1irgmm1-iw=:CAC032444 Proeect Information For: WADEJURNEYHOMES FL Notes: Design• Weather: St Lucie Co Intl, FL, US Winter Design Conditions Summer Design Conditions Outsidedb 41 OF Outsidecib 90 OF Insidedb 68 OF Inside db, 72 OF DesignTD 27 OF DesignTD 18 OF Daily range L Relative humidity 50 % Moisture difference 63 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12549 Btuh Structure 11478 Btuh Ducts 1097 Btuh Duds 2115 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfin) 0 Btuh none (none) Humidification 0 f3luh Blower 0 Btuh Piping 0 Btuh Equipmentload 13646 Btuh Use manufacturer's data n Rate/sw ngg multipplier 0.95 Infiltration Equipmentsensibleload 12968 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2852 Btuh Duds 452 Btuh Central vent (0 cm) 0 Btuh Heatingg Coolingg (none) Area (fig 1193 1193 Equipment latent load 3304 Btuh Volume (ft3) 9546 9546 Airchanges4tour 0.71 0.30 Equipment Total Load (Sen+Lat) 16272 Btuh Equiv. AVF (cfm) 112 48 Req. total capacity at 0.75 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carder Trade Trade Model CH14NB01800GOA0 Cond CH14NBO1800GOA0 AHRI ret 9162108 Coil FB4CNP018L AHRI ref 9162108 Efficiency 8.2 HSPF Efficiency 11.5 EER,14 SEER Heating input Sensiblecooling 13350 Btuh Heating output 17600 Btuh @ 47°F Latent codling 4450 Btuh Temperature rise 0 OF Total cooling 17800 Btuh Actual air flow 0 cfm Actual air flow 593 cfm Airflowfador 0 cfm/Btuh Airflowfador 0.044 cfmBtuh Static pressure 0 in H2O Static pressure 0.50 in H2O SDace thermostat Load sensible heat ratio 0.80 Capacity balance point =35 OF Backup: Input=13 kW, Output=43537 Btuh,100 AFUE BOIdOna values have been manila%overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrlgtltsoR^ 2019-Mar-01 145333 • --- Riglt-Suta®Uriversal 201818.0.32 RSU16877 Pagel dD -aeskop\TEMPPRIM\Lot041202ALHG-S.np Calc=WS FrortDoorlaws:S I � wrightsoft• Right-JO Worksheet House One Stop Cooling and Heating 7225 Saidwo� Caul, Wirier Park FL 32792 Plum: (407) 629 - 6920 Fac:(407)629-9307 Web:.OmStopCooliml.com Ume :CAC032444 Job: 1202 Date: 11/2012018 Br- DS 1 Roomname House KIT 2 EVaxdwall 1275 ft 10.0 ft 3 Room height 8.0 It d 8.0 It heaV=l 4 5 Room dimensom Room area 1193.3 f8 115 z 10.0 ft 115A V Ty Construction U-value Or HTM Area M) Load Area (IF) Load number (B wIn (BWM9) or perimeter (ft) (13Wh) or perimeter (d) (BWh) Heat I Cool Gms N/P/S Heat Cool Gram NAS Heat Cool 6 W —^ 12C-0sv ___. _ 4A5-2ov_._-- -__._..0.091 - n_ _- .2.46 __8.64 2.48 9.18.__ - ___380 --- 15 . __ 365 ._ ___.0 __ __897 --_130.-138 —907 +'-_ U _-- 0 ,.._- __ 0.__- ___0 _.._0 `0 ._ --__0 _s.0320 0.091 ._n a 12C-OSN 246 2.48 116 80 197 199 0 0 0 0 11 10D-v 4A5-2ov 0220 0.320 a a 8.64 8.64 1625 2322 20 15 0 0 176 133 332 3% 0. 0 0 0 0 0 0 0 W 12C-0sv 0.691 s 2.48 .46 2 252 246 _ 604 fill __ 80 74 —182 _ 164 I, r_ 4A5¢ov- 0320._S_ __8.64-_ 10.19 -- -._ _6 -__-0 52..-__61.___-_6 -.--0 _____52 __.___61 12C-Osw 0.091 w 2.46 2.48 272 208 512 517 0 0 0 0 IH----CG 1OD-v 4A5-2ov _ l2C-6sw--_-J-`--0.091-- 0320 0320 w w 8.64 8.64 - 2.46_-15.__.:�.___.-273-- 1625 2.322 19 45 0 0 162 __389 670.-'-_. 304 1045 �.__-96 0 0 0 0 --96_�_-236___152 0 0 0 0 I-D 11D0__ _ _"rn_ __.1053 __12.60__— 19 ___,19 ____203 ___243 -_-_0 _.-__0 ,___ 0 _„__0 C _._.0390 0.032 16B-30a7 0.86 1.79 1193 1193 1031 2131 115 115 99 205 F_ 22A--tpn_� "- -� =9:180 ___ -31..86 _,.,-_O.00 _-_,j193 _�128 _ _ 4062._0 _ _ �115 �- _70 _ ,319 0 6 c)AED e=rson 216 -103 Fsselopelos/gein 9217 7493 987 499 12 a) MINialion 3332 965 261 76 b) Roomwitlaton 0 0 0 0 13 Intemalgalns: O=pants@ 230 4 920 0 0 Applianmother 2100 1200 Subtotal (11rles6to 13) 12549 11478 1149 1775 Lese,tertalload 0 0 0 0 stransler Le 0 0 0 0 Redstibutlon 0 0 100 100 14 Subtotal 12549 11478 1249 1875 15 Dudloads 9% 18% 1097 2115 91/ 18% 109 345 Total room load 13646 13593 1358 2221 Ar recidred(dm) 0 593 0 97 Calculabons approved bvACCAto meet all requirements of Manual J 8th Ed. Y*F wrtgr. o�� 2019-Mar-01145393 A&K ""^ Riglt-Sdte9UNversa1201818.022 RSU16877 Pagel _a`WesNop\TEMPPRNRLLoIC41202ALHG-S.np Calc-M18 FrOMDoorfaces:S r � j wrightsofr Right-JO Worksheet House One Stop Cooling and Heating 7225 Sardscove CouLWinter Park, FL 32792 Ptme:(407)629- 6920 Fax:(407)629-9307 Web:W OmStopCoolirg.conn License: CAG032444 Job: 1202 Date: 11/20/2018 By. DS 1 Room name FOY NBA 2 3 4 5 Eposecivall Room height Room dimensions Room area 4.0 It 8.0 ft healocol 1.0 x am ft 82.5 1F 5.0 It 8.0 ft heaVcool 110 x 5.0 ft 55.0 tF Ty Construction number U+alue (BWhNL'q Or HTM (Btuw) Area QF) or perimeter (i) Load (Bbih) Area (M or perimeter (ft) Load (BWh) Heat Cool Gros N/P/S Heat Cool Gros N/R/S Heat Cool 6 11 _. _. -_ ___ 4Ar2av___ 12C-09v 10D-v 4A5-2ov -____ 0320 0.091 0220 0220 _. _n_. a a e_ ___ .__ 8.64 2.46 8.64 8_64 _ _ -___9.18 2.48 1625 23M . _ . 0 32 20 0 _ _ _ -0 12 0 0 ___ _. 0 29 176 0 0 29 332 0 __-.. 0 0 0 0 ___.. _ _0 0 0 0 98 _.,__ _0 0 0 0 0 0 0 _ - -W �G Stow 4A52w_. ._ _ _ 12C-0sv 0.091 _ 0320 0.091 s _s W 2.46 ___8.64 2.46 2.48 10.19 2.48 0 _._. .0 0 '�-0 0 0 ----�0 ._ __ __0 0 '---.0 _ _ __ 0 0 ---0 _ _ _0 0 _ 0 . _,. 0 0 0 ___.__0 0 0 _.. _0 0 H--G RR 10D-v 4A5-2ov 12C-0sN ' __ 0320 0320 —~0.091 w w ---- 8.64 8.64 --- 2.46 1625 __ 2322 158 0 0 .___.132 0 0 �__ .132 0 0 —.-__324..._� 0 0 0 0 _—_0 0 0 _____.__0 0 0 _____ _..0 0 0 ___--0 D C .11D0_ _ .,._ _ 16B30ad 0390 0.032 _.n.. - __1053 0.86 .-_12.60 1.79 _0 83 _.__.-._0 83 --.—,0 71 _0 147 __ _0 55 0 55 �.�___.0 48 ---...__..0 98 --__ E__. . 22A-tpn__ - _ _7.180_31B6 _-_0.00 - .__—.63 - _...�4 127 0 55 _ __.5 _____ 159 0 6 c)AED exntrson 58 -14 Envelopeloss/gain 728 775 305 183 12 a) Infiltration 105 30 131 38 b) Roomvenblatim 0 0 0 0 13 Internal gains: 0=panls@ 230 0 0 0 0 Appliancesiather 0 0 Subtabl(lines6 to 13) 832 605 436 221 Lesebemal load 0 0 0 0 Lesshansfer Redishibuton 0 -832 0 -805 0 44 0 58 14 Subtotal 0 0 480 279 15 Ducloads 9'/ 18°/ 0 0 9°/ 18% 42 51 Total room Ioad Airrequfred(drn) 0 0 0 0 522 0 330 14 Calculations approved IoYACCAto meet all requirements of Manual J 8th Ed -k- .r 0k s, - 2019-Mar-01145323 Aftk ""-' RgltSute®Uriversa1201818.0.32RSU16877 Page ..zr0asI0cpWEMP PRINPLot 041202A LHG -S.rup Calc=MI8 Front Door faces:S wrightsoft• Right-J® Worksheet House One Stop Cooling and Heating 7225San1scole COAWiler Park FL32792 Pfure:(407)629-6920 Fax:(407)629-9307 Web:w OmSropCoolirg.wm Ume :CAC032444 Job: 1202 Date: 11/20/2018 By,. DS 1 3 4 5 Ro=rwrre R height Rcomdimensore Roomarea WED 8.0 It 30.5 It heaVmol 1.0 x 222.0 ft 222.0 W LAUN 8.0 ft Oft heaVmol 35 x 5.5 ft 19.3 W Ty Constrlx8on number U-value Or HTM (BfufM') Area (fr) or perimeter (ft) Load auh) Area _ (ft2) or perimeter (ft) Load (Btuh) Heat Cool Gros NrP5 Heat Cod Gros N/RS Heat Cad 6WW 11 _LC __ y/ 1.'4A5-2ov-. W, L----GO q C 12C-0sw _. __.._.-_-0.091__� 4A5-2w____._ _ 12C'09N 10D-v 4A5-20v 12C-Osry _. 12C-0Av 10D-v 4A5-2w ____.__ 12C-0sx _11D0_____ _ 16B-30ad _ _ 22A-pxn__ _ __ _0320 0.091 0320 0320 0.001 _ 03M 0.091 0220 __ 03X OA91 ____.0390 _ .- 1180 _n._ a a a s 5 w w w v . - ..n_ _= --246 __8.64 2.46 8.64 8.64 `2A8 8.64 2.46 8.64 8.64 -_ _ 2.46 __..1053 -_ 3OD32 086 1b6 -2.48 _-__9.18. 248 1625 2322 2A6 -10.19 2-48 1625 2322 ' _ _158 -. _12.60 1.79 _ _ 0.00 -_.108 0 0 0 0 _____108 _._. _0 0 0 0 ___-�__..� _ 0 0 0 0 -� _ _0 0 0 0 ______0__-_._0 0 0 0 0_ ._ _0 0 0 0 ._ -.__0 __ _0 _ 0 0 0 __..._0 _ _._0 0 0 0 0 ------0 136 0 15 _.___. _0 ------ 0 __ 222 _ __ 222 0 ____-0, 121 0 ._ ___ 0 0 ____0 222 -----31 0 -__0 297 0 130 --0 _-_0 _192 . 972 0 _.._-0_ 301 0 348 --__0 __ _,_..0 _ _ 396 _ -.0 ~0 ____0 0 0 0 -____�._ ..____ 0. _ _19 19 0 _____0 0 0 0 _� _ __.._0 _ 19 _!_ 0 0 0___ � _ ` 0 0 0 _r._._� ___0 _ _ 17 _ 0 �0 .0 0 0 0 ____ 44 -------0 _ 34 _.0 6 c)AED a=rsion 52 .5 Emelopelosrgain W% 1366 85 74 12 a) Infibabon 797 231 0 0 b) Roomvwblabon 0 0 0 0 13 Intemal gains Oovpana@ 230 2 460 0 0 Applianombdw 0 0 Subtotal (liries6 to 13) 2653 2057 85 74 Leserlemalload 0 0 0 0 14 Leshansler RedsribLdon Subtotal 0 80 2732 0 104 2161 0 -85 0 0 -74 0 15 Dudloads 9°/ 18% 239 398 9% 18% 0 0 Total room load Air required(dm) 2971 0 2559 112 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed wrlglx�oft- 2019-Mar-01 145323 _arADeskoplTEMP PRINiLLot 041202A LHG-S.np CaIc=MJB FrortDoor facea:5 Page 3 wrightsoftRight-JO Worksheet House One Stop Cooling and Heating 7225Sardscose Covl,Wid rPark FL32792Ptom:(407)629-6920 Fax:(407)629-9307 Web:w OmSbpCoolirg.com Lime :CA0032444 Job: 1202 Date: 1112012018 By. CIS 1 Room name BA2 BED 2 3 EVosd%ell Room height 55 It 8.0 It heaV000l 105 8 &0 R heaVmol 4 5 Rcomdmensons Room area 9.0 x 55 R 49.5 IF 1B x 1235 It 1235 tF Ty Con5rumon number U-due (BNh4 +) Or HTM (BNh412) Area (tF) or perimeter (fi) Load (Bluh) Area On or perimeter (fl) Load (BWh) Heat I Cool Gms N/P5 Heat Cool Gros NrP/S Heat Cool 6 __. W yl y 12C-0sv _ 4A5:2w___-__0320 12C-09v ___0.091 0.091 -.n_-_ n_ a 2.46 __8.64 2.46 __-2.48 ___9.18. 2A8 _ -�. 44 -_- 0 0 ..-_ _.. 44 __. 0 0 __ '108 --0 0 ... 109 __ _ _0 0 -__ & --__15 0 __ - � _ 0 0 ._-_ 170 ___.. 130 0 _ _ � -171 138 0 11 L�(C` y/ LC 10D-v 4A5-2w 0320 _ 0320 0.091 -_ 0320 0.091 a e 8.64 8.64 1625 2322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-CO 4A520v_________ 12C-Ow _ s s- w 2.46 __8.64-___10.19--- 2.46 '2.48 2.48 --0 _-0 0 �._O ------0 0 _ O— 0_0._-_.0. 0 0 0 0 0 __ U _-_ -0 0 ____ 0 -0 0 0 __.__._0 0 �ml10D-v R 4A52w 12G0sw . '-__ _" 0320 0320 -_OA91 w w - - 8.64 8.64 ' - -2A6 1625 2322 158 0 0 _ - -_.O 0 0 _ ---'g 0 0 ---p 0 0 . -- "O 0 0 .._,.-- -o 0 0 . - _.. _ 0 0 0 --0 0 0 - -- ._._0 — _'- ^ C __._ F _.. -11DO-__-_..__ _ , 16B30a1 _ 22A-¢xn _. ___. _-. 0390 _ Boo __7.180 _n_. _-_ - _1053 _ 086 -_31.86 12.60 _ 1.79 .�OAO _. 0 _____ 50 ___50.� ._ 0 - - 50 6__ -___ 0 _ 43 775 _ _ _.. 0 _ __ 88 __ _ 0._ _ 0 ___. 124 124 .____0 124 _--_ _-__11 __., 0 _ _ 107 335 _.0 _ 221 _-. 6 c)AED e=rson -14 -51 Ernelopeloss'gain 326 183 740 479 12 a) Infiltration w 42 274 79 b) Rooniventilation 0 0 0 0 13 Intemal gains Oovpants@ 230 0 0 1 230 Appliances(other 0 0 Subtotal (lines6to 13) 470 225 1015 788 Lesse#emal load 0 0 0 0 LE_stranster 0 0 0 0 Redstributon 261 253 257 286 14 Subtotal 731 477 1272 1074 15 Ductloads 91% 18°/ 64 88 9% 18% 111 198 Total room load 70 565 1383 1272 Air required(dm) 0 25 0 56 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ' k- wrY9ti—orR- 2019-Mar-011453M AC A -^ Ri9tt-Sute49Udversa1201818.0.32 RSUl 6877 Page4 ...ar/Desl4op\TEMP PRINI\Lot 041202A LHG -S.np Calc=MI8 Frort Door laces:S i wrightsoftY Right-J® Worksheet Job: 1202 House Dare: 11/20/2018 One Stop Cooling and Heating By. DS 7225 Sards wCo✓t, Wirier Park FL 32792 P1ore:(407)629- 6920 Fax:(407)629-9307 Web:w OmSropOoolirg.mmLime :CAC032444 1 Roan name BED WING 2 3 EVosedwell Raxn height 28.0 R 8.0 ft heat/cool 34.0 ft 8.0 ft heaVmol 4 5 Roomdmensons Room area 1.0 x 1275 It 1275 ft� 1.0 x 269B ft 269S fF Ty Conshdon U-value Or HTM Area Load Area (W) Load number (BtUWI9 (BhjW or perimeter (to (BWh) or perimeter (fl) (Bbrh) Heat I Cool Gms NfPS Heat cool Gros NtP/S Heat Cool 6 11 W - � 12C-OSN_.-___ 4A5-2ov-__- 12C-0sw 10D.v 4A5-2ov 12C-Osw ._._0 1__F ___0320_n.__ OA91 Um 0320 OA91 a a a 's --- 2.46 _ 8.61.__9.18.._____0----- 2.46 8.64 8.64 2.46 -2.48 248 1625 2322 _.__1� 84 0 15 -_7c 0.__ 69 0 0 .__� 0- 169 0 133 __._.�.___ 0_-_0__0.___-0�___0 170 0 358 --- 89 _0 0 0 0 136 0_ 0 0 0 ___a 0 0 _ 0 -334 _.. _ _0 0 0 0 _ W, I{--((' I-C 2.48- _ 36 9 6 -88 - 138 -339 4A5-2oa_ _ _ .__.0320 __s_ ___8.64 - 10.19 __.___0 -_._ 0 ____ -0 ----0 _0.._ .. 0 ._ 0 __ ___0 y/ 12C-ow OA91 w 2.46 2.48 0 0 0 0 136 87 214 217 I�-GG 10D-v 4A5-2ov 12C-0sv _._ _ - 0320 0320 __.-0.091 w w ___ 8.64 8.64 _ _.2.46 1625 23M _ _.-1� 0 0 . -_ __0 0 0 ___0 0 0 ______0 0 0 _._ _.0 19 30 0 0 0 _- ___0 162 259 .__ _ _.0 304 697 _ - __0 11D0._.__ 0390 _n.. ___10.53 _ _12.60 ______0 _ _ _-0 __ 0 ___ 0 ______ 0.__�. _ 0 __ ____0 _--0 .�D C F _ 168-30ad 22A-4 m= _ _�. �_ _ UK -__1.180 _ _ __ O36 3186 1.79 . _ _ 0.00 _ 128 128 _ _128 __. _28 _ 110 _ _892 _ 228 0 270 - _.-270 _ 2.70 �_ _ 34 _ 233 _ _ _10a3 _ 482 6 c)AED e=rson 18 306 Envelope losrgain 1648 1122 2286 2343 12 a) hfiltraton 732 212 888 257 b) Roomlentilalm 0 0 0 0 13 Inlemal gars Ctiwpants@ 230 1 230 0 0 Pppliarw 9bffter 0 900 Subtotal(lines6W3) 2380 1564 3174 3500 LesseMemalload 0 0 Lesstransfer 0 0 RedsbibuCon 424 410 14 Subtotal 2804 1974 15 Dudloa� 9°/ 18% 245 364 9'/ 18%Total "287670 room load 3049 23M Arrequlred(dm) 0 102 Calculations approved NACCAto meet all requirements of Manual J Sth Ed. w�r9ti o, R� 2019-Mir-01146333 Aft RigItSULDUnwrsal 201818.0.32 RSU16877 Page s _artDes)aop\TEMPPRIMLLot041202ALHG-Snp Cate-MI9 Frort Docrfams:S 1 wrightsoft Right-JO Worksheet House One Stop Cooling and Heating 7225 Sardwove Coet,Winter Park FL32792 P1ore:(407)629-6920 Fax:(407)629-9307 Web:t OmStopODoling.wm Lime :CA0032444 Job: 1202 Date: 11/20/2018 By. DS 1 Room name AC 2 3 EVcwdva8 Room height Oft 8.0 ft heatlmol O ft 8.0 ft heatlmol 4 5 Roomdimensons Room area 3.5 x 3.5 It 12.3 W 1A x 117D ft 117.0 W Ty Constrrlcion U-aue Cr HTM Area (fF) Load A(ft2) rea Load number (BUTAP-*) (Bk]W or perimeter (ft) (BWh) or pedmeler (ft) (Bauh) Heat I Cool Gros NrPS Heat Cool Gros NRS Heal Cool 6 t---a 12C-0sw - ` -0.091 n - -2.-46 "-'2.48 ' ---0 -- _0 _ 0 . _ _0 _ _ _0 _ . _0 .___ -.0 - o 4A5-2ov-_ _ -_ __. 12C-05w ___0220 0.091 n_ a _-.8.64 2.46 . _ _9.18 2.48 _____-0 0 __ _ _ 0 0 _ _ __ 0.__ 0 ^0._-._ 0 -0 0 _ ._. . 0. 0 __ -0 0 __ 0 0 11 10D-v 4A5-2w 0320 0320 a a 8.61 8.64 1625 2322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ._._. W -- 2.46 _T.� �0.^ 0 -'b _ ----o 0 - 0 _ _ 12C-Osw .-. _ 0.091 __ 5 � 2.48 _�_0 4A5-2ov-._____0320 1OD-v 0.091 s. w -_8.64_-10.19 2.64 0 0 0 0 .. 0 0 ._ _.0._.. 0 _0.__ 0 0 0 .____0 0 0 _ 10D-v 4A5-2w 03M 0320 o:os1' w w _ 8.64 8.46 "'-'2.-4s. 625 2322 2322 -158 0 0 __�..-p 0 0 - - -0 0 0 ----- p'' 0 0 -'-p 0 0 ----��- 0 0 -"p-._. 0 0 .41 0 0 ._._-.25 C _ F 11D0._.- 16B-30ad 22A-lpm_ -_-0390 0.032 _1.180 _n __=. _1053 0.86 _ _3136 __ _12.60. 1.79 0.00,^72 ____0 _ _ 12 ___-.0 _ 12 - . 0__0 _ -0 11 - __- - - -._0 __ __ 22 0__.-_117 _. __ __19 _ _ 117 _ -.19 _ 117 203 _ 101 243 209 6 c)AEDe=ndw -1 .29 Envelope losdgain 11 21 345 449 12 a) Infilbafion 0 0 0 0 b) Roomvenfilaton 0 0 0 0 13 Inlemalgalns ccalpants@ 230 0 0 0 0 ApplianoJo9xx 0 0 Sublotal(lines6to13) 11 21 345 449 Lesextemalload 0 0 0 0 Leshander 0 0 0 0 Reds}ibutlon -11 -21 -345 -449 14 Subtotal 0 0 0 15 Dudloads 9% 18% 0 0 9-/ 18% 0 0 Total room load 0 0 0 0 Arrequired(dm) 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 881 Ed. -ri - wrYgtiGvof[- 201&Mar-01145333 A�A "---' -' Riglt-Sute®Unversal 201818.032 RSU16877 Page . rtBeskop\TEMPPRINOLot041202ALHG.S.np Calc-MI8 Frod Doorfaces:S + wrightsoft• Duct System Summary House One Stop Cooling and Heating 7225Sa¢lsceee GouLWiner Park FL32792 PMm:(407) 629 - 6920 Faz:(407)629-9307 Web:w OmStopCooliig.mm Liceree: CAC032444 For: WADEJURNEYHOMES FL Job: 1202 Date: 11/20/2018 By. Ds Heating Cooling External static pressure 0 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure -0.2 in H2O 0.34 in H2O Supply/return available pressure -0.080/-0.080 in H2O 0.17010.170 in H2O Lowest friction rate -0.12 in/100ft 0262 in/100ft Actual air flow 0 ctm 593 cfrn Total efteclive length (TEL) 130 ft Name Design (Btuh) Htg (efm) Clg (cfm) Design FR Diam (in) HxW (in) Duct Mat Actual Ln (it) Ftg.Egv Ln (it) Trunk BA2 c 565 0 25 0293 4.0 Ox0 MFx 21.2 95.0 sti BED2 c 1272 0 56 0.313 6.0 0x0 MFx 13.8 95.0 sti BED3 c 2338 0 102 0.262 6.0 Ox0 VIFx 29.8 100.0 sti Ktr c 2221 0 97 0.306 6.0 Ox0 MR 16.1 95.0 sti LIVING c 2154 0 94 0293 6.0 Ox0 MR 21.0 95.0 sti LIVING -A c 2154 0 94 0.295 6.0 Ox0 MFx 15A 100.0 sti MBA c 330 0 14 0.310 4.0 Ox0 VIFx 14.8 95.0 sti MBED c 2559 0 112 0.295 6.0 Ox0 MR 15.2 100.0 sti Name Trunk Type Htg (cfrn) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk sti PeakAVF 0 593 1 0262 555 14.0 0 x 0 VnlFlx Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diann (in) H x W (in) Stud/Joist Opening (in) Duct Mal Trunk rb1 Ox0 1 0 593 0 1 0 0 0 Ox 0 1 MFx BoUffalic values have 6eenma=rW over,&*n wrighL5oft- 2019-Mar-01 145334 Rigl1-Sute0unversal20181a.092 RSU16877 Page 1 _zrADeskop\TEMP PRINILLOI041202A LHG-S.rtp Calu=M18 Frah Dooncces:S 9 Static Pressure and Friction Rate Job: 11/2 wri htsofta Date: 11/20I2018 House By: os One Stop Cooling and Heating 7225 Sard=w Gout, Wirter Park FL 32792 P1me:(407)629- 6920 Fa:(407)629-9307 Web:w Om,StopCo Iirg=m ricers: CA0032444 For: WADEJURNEYHOMES FL Heating Cooling (in H2O) (in H2O) Extemal static pressure 0 0.50 Pressure losses coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure -0.2 0.34 Total Effective Length Supply Return (ft) (fit) Measured length of run -out 26 0 Measured length of trunk 4 0 Equivalent length of fitfings 100 0 Total length 130 0 Total effective length 130 Friction Rate Heating Cooling (in/100ft) (in/100ft) Supply Ducts -0.123 <0.06 0262 >0.18 Return Ducts -0.123 <0.06 0262 >0.18 Fitting Equivalent Length Details Supply 4X--35,11A=20,11G=5,11G=5,1A--35:1otalEL=100 Return TotalELA * Wrightsof - 2019�Mar-0114:5324 •W, FigN-SuteGUriversa1201818.022 RSU16877 Page 1 �� _arADeskop\TEMP PRIM\Lo1041202A LHG-S.np Cak=Ml3 FrortDoor haces:5 EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent — — = Lineset Chase = Condensate O= Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box I DV VTR 1 Job #:1202 Performed by DS for: WADEJURNEYHOMES Orlando, FL Level 1 �+ 0 5+� +� 4 X10 2 OWNER'S BEDROOM Carpet F 10X10 2w / = 8'%7 cfm L 97 cfm n 12'•0° X 13'•0° C MBED) LIVING - /T W-TX134" IVING� lj /J 10x6 6- �- 1 /• 107 cfm --- ------"'--- Net--- - / v d14x-4 6 „ \ WATER 0 NEATER qp �arnpf arms DINING — 6 my -m 0, BA FBB1 MBA NC 10f�3. �J x T AT.7 _ Ig ^ BEDROOM 2 KITCHEN m'0°z19'•o°� �c § L N BED 2 iy O 56 cod — m— l , ; �V — z�jr 4 4� 593 cfms ,-Break4rBox 24X14RA� ' /' I Ira�i F; �i 0, EFIVTR K�P GARAGE Y rR GARS GARAGE REWRE1= � -� OP - 24X4 BED 3 97 cfJEDROOM 3 10x6 10-0X10`V SCANNED BY S.Lude ou* One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL. 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Scale: 1 : 69 Page 1 Right -Suite@ Universal 2018 18.0.31 RSU18908 2018-Nov-21 16:1224 H SYS 1 OF 1\1202 SYS 1 OF 1.rup OFFICE USE ONLY: DATE FILED: 5- tp- --';D REVISION FEE: 75 0 P EI L E COPY RO� _ 6�S PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERN BUILDING & CODE REGULATIO S 2300 VIRGINIA AVENU FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION LOCATION/SITE ADDRESS: 3w4 SAAce CCA" 16W h MAY 6 2020 Permitting Department St. Lucie County, FL DETAILED DESCRIPTION OF PROJECT BY REVISIONS: St. Lucie County CONTRACTOR INFORMATION: STATE of FL REWCERT. #: c�C 6D ST. LUCIE CO CERT. #: BUSINESSNAME: V,JVWL WD—IsR0 SOnitt Iktsr� S QUALIFIERS NAME: us P C Gi 1, iA ADDRESS: 31g5 Ake-kXL urtf CITY: - ti9-=lw<l'I STATE: ?t, ZIP: K6 PHONE (DAYTIME): 91E' Wo - LW QS FAX: OVVNER/BUILDER INFORMATION: NAME: \pI'If , CITY: PcarCIT(( tL PHONE (DAYTIME: a-w STATE: ARCHITECT/ENGINEER INFORMATION: NAME: (YttlLNE�1 4 K"(? ADDRESS: CITY: 60At PHONE (DAYTIME) FAX: SLCCC: 9123109 Revised 06130/17 ' REVISION ZIP: «oG -c4S1 Z I 1 L I EC® NC- TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT. JR- P.F. September 18, 2019 Mr. Tim Robinson Managing Partner Global Protection Products, LLC. 4800 SW 51 Street Davie, Florida 33314 tiltecoCapol.com FLP.EIIm Na44167 FL C.A. Ltcrnse No. (W6719 �. 19-070 copy Re.: State of Florida Approval Drawing #17-142. Additional limitations for use of Component "9A" (sleeve --spacer) for 24 gage Galvanized Steel Storm panel installation into wood frame structures. Dear Mr. Robinson: As per your request, following are additional limitations for the use of spacer component # "9A" for panel installation at existing wood frame structures. These limitations are an addendum to limitations already indicated in approved Drawing # 17-142 and shall be strictly enforced. Spacer "9A" maybe 1 '/" Long if the following additional limitations are complied with: (1) Installation is limited to a one story Buildings with 15'-0 Max mean roof height (this is a restriction from any building height currently indicated on sheet 11 of approved Drawing #17-142) (2) Anchors going thru component `°9A" (panel mate female ID or panel mate plus) shall be spaced maximum at 6 Y4" O.C. (this is a restriction from 12 %" O.C. Spacing allowed on sheet 6 of approved Drawing # 17-142) (3) Max 24 gage panel length is limited to 66" at any opening (this js a restriction from larger panel lengths allowed on schedule, sheet 11 of approved Drawing # 17-142) (a) 1 Yz" Long Spacer component # "9A" shall be as indicated on sheet 2 of approved Drawing #17-142. Installation of 1 Yz long spacer "9A" shall be similar to detail 2W', sheet 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 6 of approved Drawing #17-142, and its valid only to wind zones 1, 2 and 3 as deferred by ASTM E-1996 standard and the 2017 (6t'Edition) of the Florida Building Code_ Sincerely, Walter A. Tillit Jr., P.E:., President Tilteco, Inc. 0 11113rz019 Flatlda Buth ing Core Online r sy itr.ypj��W gkalr.lswrx "J(-i r�S�;} ,. r"�''`�tjf{ 'S��'l ✓.Mae 5 i9IC� Rutive loam uw..rcm.�w emPm memo sr<n.q. vmea na, PoeMTh nnr eve.0u, acnsu,e.P ww s,imh Orornt tt...a.UmrEVil Na,.-„—sea ,RevePlAA9g6Len $appPAEOgtdli0gI4,.gponena.ba (eau Rk Fl5 AOpit catlon Type 'Revision ISIpn Code Version 2017 AppOcatlen Status Apereved W1 OOOJJJ✓✓✓^^^^^LLL Comments Andq ed Pmduet Manufacturer Global Pined, he PmduGts. LLC. Address/Phone/mall 4800 SW Slit Street tl1RR Davis, FL 33314 (9N) 6R9J545 rlm.rnhlearmillel-t an Authalaed signature Tlm Rebinsto tlm.mbin... B9ppenemm Ta6elsal Repreeemative Ton Robinson Addrese/Phone/Ereall 4800 SW Slit Street Davie, FL 33314-SS32 (95a)6B9Js45 6m.mbinson®gppenhcwn Quality Reman. Rope aentntive Addeaa/Phon4Emall [a[e9aN Shutters 5ub®tepory Storm Panels Compliance Method Evaluatlen"Part fiem a MOdda Registering An'hfteC or. licensed Flatlda Prefessinnal Engineer Eveluatlon Report - Hendon, Received Flndda Engineer or Amhilect Name who developed the Waller A. T?I,t Jr, eE EvaluatlOn Report Florida Llcense PE-44167 Quality Assurance Entity National Amedltation and Management Iretlmtn. Quality Assurance Cam2et EAplmtlpn Date l2/3t/2020 Validated By John W. KedeevlN, RE + Validation Cheeklisr - Hunder, Received Cereft.e.f Tedependemen q ya CERJIFJf T QN DR INDPPFNDPrF Poe Worsened Standard and Y.,(of Saari SGntlard Yea! ASTM E330 2D02 5511, 12 1999 TAS 2nl/202/203 1994 Equivalence of Pmd.d Standards Certified By hllprJflloddabuilding.orplpr/pr_app dtl.aspdpsram=wO Q,% DquS]3FdZ IPr136.MugFVFUQM,nEVJ W6SMNO,,°A d%3d 12 11113Y2019 Florida Building Cad0 norm lemons tiom me Gods Pmdun Approval Method Mamod I Dome D Gate submitted 08131/2017 Date Widened 39/06/2017 Data Pending FBC Approval 09/11/2017 Date Approved I2/l2/2e0 Summary of ProduR FL0 Model. Number as Nama Desalpthu. 15076.1 20 Gage Galvanized Sletl Steam Composed Galvanized Steel Sb:m Is re[alnetl ar not by Panels/heel tracks to provide burrleaee prate,, n. Unit. of Use Approved for use In MVM[: Yes n Ista0atinn InsHuellen 1511]6 Pc 11 orel Approved for use a Waldo HVHZ: Yes VerlFled By: Waiter A. Tulin Jr., P.E. PEd416] Designfrom. Resistant: /A N/A Other: qe onset missile lmpaA resistant Maxlegular Crashed by Independent Third Party: Yes Evaluation Peoeret 2'.-fr. O lend leadle(re Pat rAA Flr[n]R 0.[a Due on 6 1 10)-1-ASOrt,to NaMmum span Is B'-8• (or life aalety panel Vast pane and 10- r end 5'-Ig'kr F-i bung panels. Z Geetetl bV lntlependent ThlM Party: Yes 3 2AGage Galvanlled Steel Stvm Corrugated Gelvaplead Steel Stain panels retained Or not by Panelyelf0a hoops to proolde hurrlaane proOMlet, of Ole ved Inr use le HVN2: No Inataletlee [nrtsu[tI0n9 EUS076 0.c 11 G OPA D ved for me Outside HVHZ: Yes Sa3 Jo f.AGE.ALVAN-—S t Resistant: Yes 7:7� Ved6ed By: Walter A. TIN' lc, P.E. PE-4416] n Pressure: N/A ldrge m15511e Impact resistant wlm MaGo""n seep n( Created by Independent ThIM Party: Yes Evaluatln Reperta ar a/-20 psi A50 Oeslgn load anti 13'-G" (sera/- 30 pA R Icp]R esign Isedfor regulareanel5 mounted wlmout'n' deader 14l PPOpvely. See sheets 3.5.9.10,11.12 617 of inUelltubn [rramd by lndedealent Mind party: Yes s (or Omer spans and pressures based on mountingns. 0 0 I Domain:also n Penn. Pa F In..0' onnn..r .uu....�UFFo ;mo. Wr. Lo4Yl19er •___.. _. _ _ .._.. ..P .. M1 M Apposed,. —Pon ®W]5A®® ' Credl Card Sale bdpsJlllpddabuddngerglprlp( dpp_till..sp.9param-�CwtDI-S73F/ ,Pf136.M,g FU0 .MUWGSNNft%3dV..3d w I L ECO imc. TILUT TESTING S ENGINEERING COMPANY PRODUCT EVALUATION REPORT REPORT NO.: 17-0803.07 DATE: August 3ai. 2017 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 Gage Galvanized Steel Storm Panel MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION - This Is a Product Evaluation Report issued by Walter A Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC , Rule Chapter No. 61G20- 3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may effect its limitations and conditions 2. EVIDENCE SUBMITTED: 2:1. PRODUCT EVALUATION DOCUMENT IP E D 1; Drawing No. 17442 (revises Drawing 15-022), titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thou 18 of 18 prepgfpdAapQ#ieco, Inc.;.signed and sealed by Walter A.Tillit, Jr., P.E.; dated 08/04(R q�jp./dr lean Integral Part of this Evaluation Report. Op`tr; .. ✓ - N0.4416 1t 70NAL ENE, 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 911-1530 - Fax: (105) 871-1531 PRODUCT EVALUATION REPORT NO 100.10907 2.2. TEST REPORTS' Large missile impact load tests were Performed under SSTD 12-99 standard as Par section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Manner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile Impact and cyclic loadings per Protocols TAS 201 8.203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10. dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with �. section 1804 of the Florida Building Code. Calculations prepared by Tilfeen, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4, WIND LOADS RESISTANCE• 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind Pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11. 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17.142. Maximum Anchor Spacing shall be as Indicated on sheets 5, 9, 10, 11, 13 thm 16 _and 18 of 18, of Product Evaluation Documerft,(9ZQ,� drawing No. 17-142. 24 Gage Galvanized Steel Storm Panel ha�,tl'4AP iti411 t'eccode compliance to work as a non -porous storm shutter assem'bl2 s.ner SA JI}Qn RlanAaM PRODUCT EVALUATION RPPoRT NO 1703UA0] S. INSTALLATION: Installation shall be pedormed strictly in accordance with details Indicated on sheets 3 thru 8, 12 thm 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 17-142. Minimum separation to glass shall be as indicated on sheets 3, 6. 13. 14, 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17-142. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18. of Product Evaluation Document (P.E.D.), drawing No. 17- 142. Anchor specifications shall be as Indicated on sheet 1 of 18. of Product Evaluation Document (P.E.D.), drawing No. 17-142. 7. LIMITATIONS AND CONDITIONS OF USE- 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17-142 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit. Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). .004m A.Tli GENERAL NOTES NI FOR SAFETY PANELS). I. STORM Pµa SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6L0 EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH VELOCTY HURRICANE ZONES (MMMI-DADS / BROWARO COUNNUU). DESIGN NANO LOADS SHALL BE DETERMINED AS PER SECTON 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO SPEED AS REQUIRED SO ME JURISDICTION WHERE STORM PANEL VALL BE INSTALLED, µD FOR A WRELNONANY FACTOR KID-0.85, USING ASCE 7-10 AND SMALL NO "CUD ME MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 k P. IS IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.SO DESIGN PRESSURE SATING W MUVPIYING THEN BY DB IN ORDER TO COMPARE THESE W/ MALL (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THIN 12 & IT, 18. IN ORDER TO VERIFY THAT ANCHORS ON MI5 P E.D. AS TESTED WERE NOT OVER SiRESSN, A X= INCREASE IN ALLOWABLE STRESS FOR WINO UNLESS WAS MT USED IN THEIR ANALYSIS. FASTENERS SPACING. TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH NOS. 2015. WORM PANEL'S ADEOUAM FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WIN SECTOR 1609.1.2 OF ME ABOVE NUIDONED MOE AS PER µEPICµ TEST UB OT SOUTH FLORIDA REPORTS 10814.01-01 No j0219.02-09. AS PER Rip 12-99 & ASIV E 330-02 STANDARDS. AND µE10Cµ TESTING LAB SLASH FLORIDA REPORT 01123.01-10 AS PER TAS-201 AND TAS-203 PROTOCOLS, µ0 AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ BECTON 1604 OF THE FLORIDA BUILDING CODE. 2. ALL ALUMINUM EXTRUSIONS TO. BE 6063-T& ALLOY AND TEMPER. (UNLESS OMERIMSE NOTED). SEE SHEET 2 3, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HIA ALLOY. (C) i0_Ek 9PNG MVOG 1 ....... a - 1/40 TAPCON ANCHORS. AS MANUFACTURED By I.T.W. BUILOEX. INC. - #14-I0 PAHELMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTOR PRODUCTS. - 1/4'0 LAG SCRERS. PER N.D.S. - 7/I6'0 A 5/B' WOOD BUSHING, AS OSIRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO. C.I) MINIMUM THREADED PENETRATION IWO ADDS OF 1APCON ANCHORS SHALL BE 1 1/2' AND 2' FOR ELCD PAIMULATE PLUS AND PANELMALE FEMALE 10. C.2) MINWUM MRFAOED PENETRATION OF LINO SCREW. IWO THE WOOD FRAME MIND SHALL BE 1 1/2-. NO THREADED PERETM11pN INTO STUCCO SMALL BE COHSRNRED AS PART OF THE REQUIRED MRFODED NEMTFARON. C.3) MINIMUM EDGE DISTANCE OF UO SCREWS INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING C.4) MINIMUM PENURATION OF WOOD BUSHING SHµL, BE 8/8'. 1/4' 11-20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. MID 1- MINIMUM FOR WALLS V47H HO MUCCO. C.5) IN CASE THAT PRECAST STONE; OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND CN THE EXISTING WAIL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS. µCHORACE SHALL BE AS MENTIONED IN C.1). C.Z) & C.4) (D) µCROR5 SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AMID SPECIFICATIONS OF ME ANCHOR'S MNNFACNRM. 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSIA-LATION DUALS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. ASTIR 4-653 GRADE BO MINIMUM, G-60 GALVANIZED THROUGH 3) EXCEPT THAT HEATERS® &® SMALL NOT BE USED. STEEL DESICNpNON w/tt� 92.2 Aal (AMR ROILED). 9_ R SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TD VERIFY THE SOUNDNESSF M 5, ALL SCREWS TO RE STAINLESS STEEL 304 OR 316 N9 SERIES OR CORROSION RFSSTAM CRAM CARBON STEEL AS PER DUN S0018 W/ 50 AAI WELD STRENGTH AND 90 ktl TEWSE STRENGTH µD SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241133A. B. BOLTS TO BE ASIM A-307 GALVANIZED STEEL, OR ARB 304 SERIES STAINLESS STEEL. AM 36 kai MINIMUM TILLS STRENGTH. T. ANCHORS TO WALL SHML BE AS FOLLOWS' (A) TO EVI9THG HALITE N µCHARS ANCHORS. ACM AN FA LIRE BUIIOEW INC. (ETE. FCs3192 p.a.l.) 1/4- m a T/B' C IO-SN µCHARS. AS MANUFACTURED 6V POWERS SCREW. GO INC. 1/4b V 30 SOIHt-SET ANCHORS. AS DISTRIBUTOR BY NL MINT SCREW. BOLL & SPfUALtt CO. (mi #1ST 0 PAN00 ATE 114-ID PAAC RMILE FEMALE ID & PANUFACT PINS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4'0 ZpMAC NAILIN ANCHORS, A5 MANUFACTURED By POWERS FASTENERS. MC. A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRFLE SHALL RE 1 3/4 : 1' FOR ELCO PMIEUILE AND 1 3/4' FOR ZAMAC NAIUN ANCHORS, A3) CALK -IN & SOLID-SET'µCHORS SMALL BE EMOZOOED 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT TWO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SMALL BE I I/2' LONG MAIMUM SHOULD STUCCO EAST. µD I- MINIMUM FOR WALL& mM NO STUCCO, µD WT BE HEADED SWE\VS OR µL NAMED SCAM W/O HEAD. BUT WITH WAS NUTS. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS DE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED M AI) µD IN A2). (8) TO rlrnNG CONCRETE BLOCK WAIL .ATM C-9 n; - T/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILDER. INC. - 1/4' 0 • 7/8' CALK IN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC. - I/4'0 X 3/4' SOLID -SET ANCHORS. AS DISTRIBUTES BY ALL POINT SCREW, BOLT & SPECIALF, Co. - 014-10 PANEIFMTE FEUAfE N AND PµELLI PLUS ANCHORS. AS MµUFACMREO BY ELCO [D15TNUCpON PRODUCTS. - 1/4' m ZAMAC REALM ANCHORS. AS MANUFACTURED BY POWERS FASTENERS, WC. 8.1) IANIMUM EMBEDMENT OF TMCON ANCHORS. ELCO PANELMATES AND 2AIAAC NAILIN ANCHOR, INTO ME CONCRETE BLOCK UNIT SHALL BE 1 1/4-, B.2) CMJ IN & SOLO -SET ANCHORS SHALL BE EMBE➢OM 7/8' IWO THE CONCRETE STOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/i 0-20 SCREWS USED SHALL. BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, µ0 P MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WIND BOARDS BE FOUNT ON THE IXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TB REACH ME MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN B.I) AND IN 8.2). ATTACHED TO R15URE PROPER µCHORALE. THIS SHUTIEH SMALL ONLY BE ATTACHED TO CONCI UC BLWHERE OC OR MOD NJ6 TO S BUILDINGS. ID. EACH REGULAR WORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1. 2. 4, 5. B ALSO ALTERNATIVES IN' 3W & 4W ON SHEETS 4, 5, 6 IN T RESPECIIVELY; SHALL HAVE A LEGIBLE µCA HEAVILY MISSILE WRONG INSTRUCTING OWNER OR TENWI TO SECURE PANELS WIM APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 11. THE WSTAL1AlI0N CONTRACTOR 6 TO SV,L/CAULK ALL SHUTTER COMPONENT EDGES MICH IRWIN IN COMINUOUS CONTACT FUR THE BUILDING TO PUENT WIND/RAW INTRUSION. 12. STORM PANEL INSTALLATION SHALL C014ILY WITH SPECS INOICAICO IN IRIS GROWING PLUS ANY BLAMING µD ZONING RMULAPONS PROVIDED BY THE NRISDICHCN WHERE PERMIT IS APPLIED TO. 13. (a) THIS PRODUCT VALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENOMEER 15 GENERIC AND TOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i,I. WHERE THE SITE CONDITIONS @HATE FROM THE P.E.D. SO) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFEM OF MIS PRODUCT BASED ON THS PTO. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITWNS DETAILED ON THIS DOCUMENT. CONSRUCTION SAFETY AT SITE IS ME CONTRACTOR'S FE5PONSIBILIIT. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIOERED INVALID IP MODIFIED. (m) STE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLa8C9A REGISTERED ENGINEER OR ARCHRECT WHICH IN, BECOME ME ENGINEFA OF BIDDERS (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF ME P.E.D. ENGINEER Of RECORD, ACING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SMALL SUBMIT TO THIS LATTER ME SITE SPECIFIC DRAWINGS FOR REVEW. (A) THIS ENGINEER OF RREECORD ITHAi PREPARED AND ORIGINAL yEP1 µD SIGNAIUNE OF THE PFOFCSSIOWLL N. SHUTTER IMNUFRCTURER'S LABEL SHALL BE LOCATED ON A MAINLY WSIBLE LOCATION Al STORM PANEL. SHUTTER IN ACCORDANCE WIN SECTION 1709.9.2 OF FLORIDA WILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING,. IABWNG TO COMPLY WIN SECTION I709.9,3 OF THE FLORIDA BUILDING WOE. ND. 441 7 i sw .w 24 CAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS. LLC. 9L"U .p �$j�gp �.'Ft�` ' c Lm >ylmxD LRwG D� Anr F09A nv. e1 ANC T%-)Q'/ DM®C M. 11 '-L�ELLCLL GR)D M:4ul AiilW.L�yw1IN»x✓LNYLu FB-41PLNe AMSRI . PwO. LL a�M MR2: (9N)N9-1N] LM'(914)4L9yT12 x+� ww:s ..n an• ms w a •-0[TNL A COMPONENTS FOR REGULAR. 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PNRL IENGINS PpH \�lE)�$ '•."! �O FLORIDA BUILDING CODE NOR High Velocity Hurricane Zone)' No. 44167 i ° " rz T. °IR 24 GAGE GALVANIZED STEEL STORM PANEL .r. GLOBAL PROTECTION PRODUCTS, LLC. ADD " wu>mm Amy u; rt I ySTWUT, mart'. ryXAWIE rux°°o,WRV-M, 17-142 INSTALLATION DETAILS FOR REGULAR PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EXMUNO POUR EL CONCRETE r�MSTINL PONUU, CONCRETE OR CaN01ElE OIOC, OR CONCRETE MOCK RECUREO. I REOWRED. CONCRETE UM ORS CONCaRE ANCHORS (SEE SCHEDULE ON'-- I' (SEE IC.EDUM ON SHEETS 9 THROWN 10) '` �^� SHEETS 9 THNWGH ID) DISHING POURED \ f 2 CONCRETE OR CONCRETE tlLR_R �\ /.,-,A." REOVREO. ._ 1/J I/f e S a o.[. RRX CONCRETE ANCHORS I / r " I (SEE SCHEDULE ON /I ED. E.O.SHEETS 9 IHflGWXT�J. _ LV' V TO I i II I i 1 I .TO roPLu55 11 (✓E.pup � --�n is CUS3� EXISrING�•�(SEE SCNEOULC R ��'� T-11 1' MoA. ��(SEE SCHEDULE 1 C14SS I ON SNEEC S) 1 PANU LTHCM II CH SHEET J) I 1 (SEE SCHFOULE II I ISHH. SEPSNATON I I I ON SHEET J) n PIHFI. 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VALE) FOR EXISTING POUREO GONCREfE ALL DESIGN Ums AND PANEL CONCRETE ANCHORS I AEGCONCRETE BLOCK - EXISTING ROE BLOCK CONCRETE { LENGTHS PER SHEET J. REQUIRED,. OR CONWEIE BLOLN (SEE $f.MOL4E ON REGNRFU. 1' NWL LONG ALUMINUM SPACERS 0 SHEETS 9 THROUGH 10) Eo' lY I. O.C. (SEE TABLE /1 ON $NEEDS 5 & 'DT CEILING AND FLOOR MOUNTING RWLD—OUT MOUNTING WALL MOUNTING /DIREGi MOUNT W/SPACERS (9) OR o�A SECTION 4 SECTION 5 SECTION 6 SCALE J/B.YSCALE J/Gn' SCALE J/B.I- E.O. EDGE DISTANCE NOTE FOR COMBINATION OF SEOTIONS: (SEE SCHEDULE ON TOP & BOTfOM MOUNTINGS CAN DE SHEETS 9 & 10) COMDINEO W ANY WAY TO SUIT ANY INSTALLATION. 8� l 24 CAGE GALVANIZED STEEL STORM PANEL 44� IL�ECOINDINc, ,NI IN: GLOBAL PROTECTION PRODUCTS, LLC. WAY" TILWI ILLXINo A MNIPCQENG VQMPA T .ew AG.51 IINNIGE1 D 1D.: Ld��, v.�Yw".�mweuim nl.w�" a�Welle TMOK: Nv)evv-iSa. iM lvspeen-on 17 GRAING exTn 5 ar .a INSTALLATION DETAILS FOR REGULAR PANEL �t Inlet Wnnn CTOIICTURES D AHCHORS SGKOL £ 7 11) ED p.-,on• ;4N en00 I L>.r. anew a yy-.-zon• 1 AT. snkll A) I —N u Oa> I In4111 Od Tsj ' I .E• ENISfIN�I PAWEL GLASS BJ: N S IL OI EE SOF SP Gt SPACfx I O( •L•• LONGIM � ) IMAM. CO 1 FD i I ( �1' HAK. LORD ALWNATGA SPACERS O 12 1/2' 0.C. ISFE FABLE /1 ON AS. I�. ' SNEEI 1l.) PANEL LENGTH (UEf ON SHELF ON]) L_PAHEL HATE MME 0 OR PANEL NAME PINS (SFL SOME.. 0. SNECT II) 1� 2;a• nooD � " - RATE RECU9rFD ' DIRECT MOUNT W/ SPACER NA 5 ALTERNATIVE 2W' SCALE 3/8-1, O 12 1/2. D.C. SEE WALE Y1 ON 5HEn 11 FOR AM. PANEL LENLIHS ATuAR. 0. .D DESIGN LOADS FOR ?HIS INSTALLATION. WOOD ANCMINS SrILOENED w/ STUD (SEE S EDGWC UN SHEET 11) W MOD ME REWIRED WALL MOUNTING OU REC U ALTERNATIVE TW SGIE )/8.1' SCALE ]/B-1' NOTES NOTE FOR DONBWAT ON OF RifTONS; 1. INSTALL-MON ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING (p.S.G AND PANEL LENGTHS TOP I DINBOTTA Y WAY NGS CAN RE AS PER E 2W')LES ON SHEET J (EXCEPT FOR COMBINED IN ANY WAY TO SUIT ANY ALTERNATE iV!') INSTALLATION. d 2. FOR NEW MOOD FRAME CONSTRUCTION: LVCOD MEMBERS TU BE SOVIHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.85 OR EOUAL P1..CN/G.."VENE NGTE, V MIN YPAAAION 10 CLASS INDICATED ON SHEET ] WAY BE REDUCED 10 1/4' AS LONG AS HE FO0.ON1N0 CONDNIONS ARE CGNPLIED WITH (1) MAGNUM ASO DESIGN PRmml M11N9 19 1... -SS P..". (2) NAMMUN STORE PANEL LEHMAN IS 22" (3) STOMA "NIL INSTALLATION I9 ONLY Iwo AN EMOTING WOOD FRAME WALL. (4) M91AULO ON VAUD GACV PAR WINS ZONES I. 2 s ]PER MGM E 1996-08. 24 CAGE GALVANQED STEEL STOW PANEL LIE C FNG, GLOBAL PROTECTION PRODUCTS, LLI cNaNVAIN. row�nY •ow5a .- iri`I , o.".. ram. `Inio-N.�" .' rWav:: osO.n-isi% rav�nsnees-enr W mN_er GALL 17-142 1NSIALLATION DETAILS FOR REGULAR PANEL(1)INTO WOOD AUSNNAM LED -,'.TON f0. III O ANCHCNS PLIEIUUIE Y1000 FH[NDXS _ I•I[rn (SEE SCXEODLE ON (SEE SCHEWIE ON - j - SHFEi pUS5 I I (SEE W00SC 0 nrvcHORIFs ON i I 1,, I nryyo a NEWum � I VI' I Nin. 1 I $Xffl 11) 1 O.,AWrpN y CAASS(sE( 1 SC IOUE I g/i•r-a0.�' I' 11 ON sNEEI ]) ww 1 Min. SEPPMilpll IO GU55. j r1 pH le. vu¢ f—(SCE SCIS➢VLE ON SUED J) I /u IsY-' 1 1 Ipc91 esn ><'1 1-IND. i I( iD.1YANCL 1EE, IENGIX PANEL LENGM NS ipl Px.6 (ON SCSO 3)E 1 - (ON SKEET 3)E EXIST lu<�N uu >-YI ON SXEfl J) r= ._ ON SKEET ]) G155 1 ' 1 I ' SAS I I I SOf. N. I Do MRSHI I Ep '' 1/4• 1 41 O""n I EOVIDEO I'f 4UeW r.Xv D \ lt.D ANCHORS DECK REOWRFD ]l4' EDOD PUIE _ 1SDNHED ' •_ YIpOD MACHO RS (SEE SCHEOYLE DN J�4' _ (SEC SCHEDULE ON SXFCT Lf) �• --.-- _ �. •_I i' SxEEI 11) CEILING AND FLOOR MOUNTING ALTERNATIVE 3W BUILD —OUT MOUNTING SCALE 3/8.1- ALTERNATIVE 4W sCNF 3/11.1. NOTE FDR COMBNaTON OF erlR nuq Muua ( ND. 441 B7 � L gels l¢Rw. xG TOP k BOTTOM MOUNTINGS [AN 9E I. INSTA(IADON ARE ONLY VALID FOR MAX, A.S.D. 29 GAGE GALVANRFD SREL STORN PANEL �' P GLOBAL PROTECTION PRODUCTS, U. COMBINED IN ANY WAY i0 SUIT PNY DESIGN PRESSURE RATING (EET AND PANEL IENCMs A$ PER SCHEDULES ON SHEET 1 IL ECO IMC. � - O •• t1 I�` //��,, 6 p INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MF.MBEAS TO BE SOUMERN PINE N¢ 2, W/ SPECIAL Im IONxo a rnuxL¢xwo coxrxnX •".:''uni n°."--�.:.`:"."Ia»v�-u"'a ww se m mm rysgwV-emr DENSDY OF 0.55 OR EOUAL. '.J). Q1`. •-�.* uwow.� nmla: pvlmV�»,rul m7-1142 Pmmfn tlwl'nM [pbEfL uauw-D I O e roc I r y ,- y a33 I• ]105-HI( OP 2 wo]-ra xLor -1 mm. uuu CASE A (PLAN) SCALE 1/I--1• 1.5] pw, RAND- OPPEA P WIDTH)BMNx W, cOxcaRE. fm,wnE oPExwc vnom7 et°cx °a 2-.,• . ( Vl FMIMAD % ^ GO.I TIS,ANCE CASE E (PLAN) SCALE 1/4--1- 1- 4 1 OR _.aEouelo coxmOE. 1 v°cxnE ecac m. 2-W, r ...3. Slef N-1, o -le NLer cmu. ami 1 1 2N M1r Po1WfT re.CAEIf. 1 N;re . 1 AX roxCFOE aLew TA— fx°N a 12-°C. Ammar o wYIE 1 O --(% OR® uin•' M[r naNsl ` Yawl¢ - 1 2' . T .ass• to ALIw,.Il uc Lounvl s- nm. w. r CISv 2- 1 PLNA.]NIDlF3 cmrt. Ho"' .Ufio- sms-nisi SIM . vymmm my _) V iPKa flµ µUlA °ENI MIF aVVn[U t'VxCxL1f. CMiCa ITnal O i n ocN Dn 21," wo°D raurt %,1 I 2 1'4' /. a m.*JI..- . nn- o z-e.e ?oi-m, Pa saes-re.wor CASE B (PLAN) PILE 1/4--l- CASE C (PLAN) STILL 1/."-I' CASE D (PLAN) SCALE 1/I--1" ni C149 PNRN'AR Nafi[0 tlAwC1[ 1 •®ly .� OR E CPPTiLICL s°ml. m--'U,c /Px,'V¢. °rPiVSs,lin�s Y,\ C°IIA[rE &DCI LIr� YIWCS I MD Mv.E REWWN AS /.oYL,LIRC EGNPW ©.©OR® vAPRS I `-Oevrt nAl u,DIDP9 mm� tr ' 3• AL°' I rvN1 lnKan M �AWL[L i° —y---__ 1_Tucx fNELI S a }' CASE G (PLAN) :fi`: ic.• SCALE ,TINS,• \•ALTO FIE D ANU IAOJNI INSTALLATION WN ONLY k " IllllfN.TIA CEgNFlEO PPHEL INSRIATIO S AT WALLS ' LI,NI�PA.TII(jf,SugiACE LEVEL VARIATIONS WITHIN 3/4• \V\�Q•/'JG ENS F •'•y q FLORIDA BUILDING CODE (Nan High Velocity Nucdc CASE F (PLAN) „rA,m m. SdIE 1/4'-1- �No.44T�;i�#•? 24 GAGE GALVANIZED STEEL STORM PANEL * since rat c I L ECO 1xc. GLOBAL PROTECTION PRODUCTS, LLC, (VALID ONLY FOR PANEL DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) A50. DESIGN OE516N PRESSURE MIING (v.•.l.) .145. -45 OR LESS, YAIIINUu ANCHORS BPACMG PANELMTE FOR \IIN ED. PANEIWATE PER SCHEDULE BELOW * MWGBIE }0 SECBad y}Jlyyy pµEl LENGTH 1' (Iv7 5,-6• OR LESS Not. &S.O. DESIGN PRESSURE RtTW6 fv..l.)1,°E1E 445, -45 i0 i63, -fiS Wa%IYUM µMOR5 SPACING FOR MIN E.D. PER WHLDU E BELOW * APPWd1E TO SECTIM rlAYeaN PAIEL LfNOM 1' UU SB�jI• ME TAPCON 60D0-SET EEMU£ Rl PWS ARAC-NNWY GLX-IN I R µT o✓UURAEMS 1 (TOP) 1APMN SWO- SES PPNFLWTE fWAlE ILA PANELMATE PLUS 2A\ML-WVLIN CP1X-M O cW,1.oAt II at inEx 1 To io rnaaTe 13' m^+t 1]' 10 mrvvrTlt 13' ep rx 13' i0 Lycl�p I]' axctrz e61]' fo cpR I]" cm¢tlnslt IJ' [ ¢rt W pxi°Irzrz I]' }N�1O}xp I]" mrvcnsJL 13' 13- xc°ntD I]" 1]" ca vole,°�n U ^ U" nt I]" io �I 1J" core 13" to mrault I3" wnw_et 1J` la mnR,�E IT ra cmrestrz 11 1/2' 13• 11" Il" 1]' 1]' 1]" 1]` 1]' Il' 13' 1]' I] 1 (BOTIOM) I3- IJ' 13• IJ• IS' 1]' 1]" 13- 1]' IS' 11 1/2' 1 (BOii011I IS' 13' 13- IJ 1]' 1]' t]' I]' 13' 13' 13' IS IT 2 (rW) IJ" 1]' p' IS 13' IJ IJ q' IJ I]' 1!' 11 I/Y x (TOP) 13' 2 (BOTIOU) 13' u' u- u- u' I3- W 13' IS' u• 13' 11 1/3 2 (e M) 1]' 13' 13 I]' IJ^ IS 13' IJ' q' J (TOP) 13' IJ IJ IJ' q IS' 1]' IJ' IJ' I]' 13' 11 1/x' J (TOP) - I4 1/I'12 112 6 1/< 6 1/4- 12 1/2'14 1/2' - 6 IX fi 1/t' 3 IBOTTOL - - 12 1/2 I2 1/2" 6 1/t' 6 1/4' 12 1/2 1] 1/2' - 0 1/1' 6 1/t' ! (BORON) 6 B' B' 6' B 0 e' B ] 1/]' 4 (IW) 8' S 1/2' B 6' tl' 6 1/2' IS B' 1 ] 1/2 0' 6' 8' S 4 (TOP) 0' - B' - e' - B• - B' - 0' - 4 (BatON) 6• - 0' - 0' - 8' - 0' - 4 (TOP) 1]' 1T 13 13' 13' -3 f]' IS' IS' 1]' 1] I]' IJ" 9'(TOP) IS- IJ" 1]" I]" IS` IS' IJ' I!" IJ" IJ' 1]' 11/T'S ITOP) 1J' 11 p' U' p' 1]' 13" IY 5 (BORON) 13, IJ" I3' 13" 1]' 13' I3' 33' IS' 13, IT 11 1/2'5 (BORON) 13' 13' 13" I]' 1]' 1]' I]' 1]" I]' 13' 1]' 1!'. 6 (tOP) iJ q' IS' IJ' IS' IS 1]' 15' IJ .IJ' V` IT I/2- 6 QOP) 6 1/4' 6 1/4' 1 1/4' 6 1/4' - 6 1 4 / B 1/1' 6 (BOR.'• ) G 1/4' 6 1/4' 8 1/4' 0 1/4' _ _ _ _ 5 1/4' 6 1/4' B (8-M-..) _ I3 _ 9 IJ- _ 10 I/2 _ 1] _ J I]' ] ] 112 5 112 1] 4 1/3' 1 IMP) - TO 14'-4" IJ' 6 IJ' U" IJ• 8 1/2 13' 0 1/2' 9 I/2' 6 1/2' IJ' 9 1/3' I (TOP) 5 jp6• W-I' 1]' 2 IJ 13 13' 9 1/2 13^ 9 I/2 10 1/2 ] 112 1]' 6 1 (MET.) I]' J 1/2' IJ 1J• i3' 10 1]• 10' 11• 6 IJ• 6 1/2' 1 (BOir01Q I]' S' 1]' 10 1/2' IJ J' 13 )' ] I/2 J I/2 13' 4 III' 2 (TOP) IJ' 6' ] IJ' U' IY 0 1/2 p' 8 I/T 0 1/2- 0 1/2- IJ' s 1/2' 2 (TOP) 1]' ]' IT I!' 1P 9 I/2 I]^ 9 I/2 10 1/2 ] 112 1 6 1/S x (BORON) 1]" >' 1]' IJ" IS' 9 I/2 IJ' 9 1/2 101/2 ] 1/2 1]' 6 1/2' ] (TOP) IS" 1/2• IJ' IJ' IJ' 10' IJ' 10' II' 8- 13" E 1/2. 2 (BORON) IS' ] I/T 1]' IJ' IJ' 10" 13' 10' 11' ti 15' fi I/2' ] (TOP) - I2 1/Y I2 1/2` 8 1/a" 6 Ile i2 1/2' 6 Ile 6 I/4' fi 1/4' J (BOROII) - - 12 1/2 12 1/2' 0 1/4- 6.1/a' I'l 1/2'1'1 1/4' J (BOROIU) J` S 0' 5 1/2' T 3l/Y W e 4 1/2' 1' 6 I/Y 3' 4 (TOP) J 1/2" 3' B' 6- P e B- P 4 1/2' J 1/2' 6 1/x' J' • (lOP) e- - B' - e• - e` - 5 1/2- . - J 1/z• _ 4 (11111) B• - 9" - e^ - 0' - s 11/2-1 13' T tJ' 13' 1]' 9 1/2' 1]- 9 1/2 10 1/2' J 1/2' 13' 6' S QOP) 13 8 1/2' 1]' I]' 1] 10 1]' 10' I1 B p' 6 1/2' S (TOP) 1]' ]' IJ' 1]' IS' 9 1/2' IJ^ 9 1/2' 10 I/Y ) 1/Y IS' 6 I/T 5 (BORON ) IJ' tl I/2' 1J' 13 IJ• 10' IJ 10' f1' 0 13' 6 1/2' S (BORWI I]' 3 IS 10 1/2' 1] ]' q' T ] 1/2' 5 1/2' IJ t 1/2- fi rOP ( ) I]' 6 IJ' 13' IJ' 0 I/2 lY 8 1/2' R 1/2. 6 1/i- 1]' S 1/2' 6 (TOP) 6 1/" 6 I/i 6 1/4. 6 ve - 6 Ip' 6 1/4- 6 (BOR.••) - FIX fi 1/P 0 1/4-1. 1/4' G It 6 1/1 6 UIETT'.) tFE 511EEr 11 [OP YILgOgL T9, A 6PpxL [OR W5t4(pTCr6 MO W9m FGAIT G1x1p . tlUM YIpWR sP/LIXEs NN uW " EM{ p MCE KE al CklED OR }RR SPNEOIAE.. E.O. IE55 MWN Ro M TFIIRPIIE KOIRF WYRTNR SYd(81L M N LD',F. SPYING SITAR, DU w6p11E mrr2 pOtA.0 [iLr ' [W .1 pptyrox fRRE PoS—Y .. Nf[wL ![rtli 0� N usu5 .x4E um GO L. IN rYxwYu zr O u.ED NR Gd 4rWRR ME IT, DID x4¢vlaE. ANCHOR TYPE I/f._ _ I/fe I/Pe 1/4•o I/n: rN] rTH] x rz NINIYUN ANCHOR SPALWO Ow) 1/} omAxa le.o.l eLx OJ 'We J rp• ACIIYL GORE DSUd[£ (CD.) FACTOR __ I1/:• ass B.fO } 1/Y Pd0 •• SPACINGS ONLY VALID WHEN SPACER 9 IS USED, SEE T BLE pt FOR MAY. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHTIWMEN SPACER Is USED. TARIr it A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS > 40 PSF 10 50 P5F 6•-2- > 50 PSF TO 60 PSF 5'-10" O MAX. PANEL LENGTHS ME ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ B@ SPACER AT 12 1/2' O.C. vu. I 24 GAGE GALVANIZED STEEL KORN PANEL _� GLOBAL PROTECTION PRODUCTS, LLC.I °°�°'�" 1N c. Ij'-1E. ximw nx'L�u'„' Mma, BFOR. ii 33WIIREn (e54) 53-Jsa. sx p50Lee-enJ 17-142 wesle ,T (VALID ONLY FOR PANEL Ip INSTALLATIONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS 6 & 7) MA%. A.SM DESIGN PRESSURE FAR Ip.RI.) UMINUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 k 7 APPUGfiLE N'rt' l & N1Y CryA61NpTp1 of HO1 MP4xVM PANEL LENCM Y OF) TgpmN Lam' SCRFX PANELMATE FEMALE IS pANEIAAIE PWS WIpI SISHWG 1]' 1]' IN (70P) 1]' 1]• IJ' la A. IN (Cots.) 6 I/2' R 1/$ 6 1/2 6 1/i' 6 1/$' (LOP) - - 6 1/.- I$ 1/2' R 1/1' 2W (ROIL.•) 5'-0' R' 0' IF B' )M (HOP) OR 55 R' 1. 6' 3W (BOTTOM) 13. I3' 13' I] IS' IN (TOP) HSOR 45 IJ 1]" IS 13' q" IW (fi n I LESS 13 IS' 1] W 6 1/2' IW (TOP) O Ia 1]' 13' R' IW (fiOnON) 6 I/2' s 1/2- 6 1/2. 6 I/$' 6 1/2' 2W(TOP) 1/$- 6 1/4' W (GOTT-) >Y-0' - 3" (eart6u) m S 1 12' 4• 4vr 00P1 1y 3' 13" ]' 23']- 13' 8 SEE MAX. TABLE #1 FOR AGO, DESIGN LOPDS & UksX LIIIGTMS PANEL WHEN SPACER 9 15 • USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 XS.0. DESIGN PflE55URE MnNC (p.-A) MAMIMUM ANCHORS SPACING FOR ED. - A5 SHOWN ON SHEETS 6 & 7 N'RICABIF 10 COMMI W or THEM NADMIM PAND. (v FMCON IFC sum PANEU4IE FEMALE ID P PLUSH IY000 8USHING 13• u" u- u' u• m (NIT) la 13' 13' IS' 6' IY (MIT") 6 1/2' 6 1/2- 5 1/2' 6 1/2- 6 1/2' W (TOP) 6 1/4' 12 1/2- 6 1/1 7W (NHF-) W-0• T 7 1/2- 6' 6" - )If DOP1 lOOR 7 I/2- 6' 0' 6' SYI (6On01Q I3" I- IS' I]` 13' IIY (TOP) +15,-49 IS" IS IJ" 1]" U" 9Y! (001201A) 175.0 -75 IJ` 13' IS' I]' IW 111 IIOPI u• 23" 1a• u^ 6 I/4• m (Bpnwq 6 1/2" 6 1/2- 6 1/$' s 1/2- 6 1/$ $17 (HOP) - 6 Ile 12 1/2- A I/f 30 (WIT.•) >S•-0' 4 1/2' S' 7 II2' 2 1/2' - 3N (TOP) ��5. s' 5 1/2- 6• 6• Sn (6000M) 1J' IY IJ W 5 1/2' Irc (,CP) 13' I]' 15' Ia' IP m (Bartm11 ' SEE TABLE #1 FOR M4X. &S.D. DESIGN LUAUS & MA%. PANEL LENGTHS MEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TAaLF`1 e AS.D. DESIGN LOAD M4%IMUM PPNEL LENGTH 40 PSF OR LESS 6'-6" > 40 PSF TO 50 PSF 8'-2" > 5O PSF TO 60 PSi 5'-10' A MAR. PANEL LENGTHS ARE ONLY VAI]D FOR INSTALLATIONS W/ PANEL MATE F MALE ID OR PANEL MATE PLUS ANCHORS & W/ 99 SPACER AT 12 1/2' O.C. No. 44167 11 yi I ""'1""' me 24 GAGE GALVANIZED STEEL STORM PANEL __ INC. IGLOBAL PROTECTION PRODUCTS, LLC.I 17-142 x I I O, II I, REGUUR STORM PONE1 Or !S (SEE SECTIONS A, ITERDMS ON SHEETS 13, 11. IS 2A/13, R-3A/14, R- 1-2AW/15. R-3AW/15. R• C I uT 1 I MAx 1 PANEL IfHGTH REGUVA SIOM PANEL (Ml/ ovFNIP➢ IAm PINE. lJOGTH EMT) T-G' 0 LSO.0. -54.0 Pv.l. (VI/O OVERV.P MI'D PANEL ILNGTH BOLT) A •' USE 2'-6' NW. PANEL LENGTH -- - AT ALL Mwgvlq S I 1 1 �----- - ------------ 0 1; J AG NUT AT LR-1A/13, R-2A/13, R-3A/14, I1�'G�x R- GHT PANEL 5° M.. T INSTALLATIONS UNLr VALID TOP( WINO I' nnn R-IAW/15, R-2AW/15. R-3AW/16. IY F IBW/19pR I9W/15 B 11BW/164. . I° Inlx., SPEED UP 10 IJU m.P.n, - µCHUBS (SEE SECTONS 4 KTERNgIYES ON SHEV1 13, M, 15 h1N) LIFE SAFETY STORM PANEL mi ELEVATION �t� a: _ -- r@RECULM ].6GJ' �L��/ / SiMll1 PANEI SEATS/ (IAIL OA'.9M �� pA ILL wUtY) I A•1 • STERN V I µE .. (USE roo PµEL LENGTH OVER )'-l- G) uiE WETY STORM P.E. 0 LAI Lin SAFETY PµEI (0_@;v vV u9JA.'.•x = _'.. _ FLORIDA BUILDING CODE (Non NI H Velocity Nurrlcpne Zone) EXTERIOR No. 44167 * 1 W E°. ° 2/ GAGE GALVANIZED SiCEL STORM PANEL SECTION A —A • ' 9'•.. * T ILT_TE C O .„G. GLOBAL PROTECTION PRODUCTS, LLC. PAWNM, °'y0N1J DUO SCNI II6"�1• ��OXp �,a _`41 a\, .%• �\ ,a ""••'•' t..... 16]1�H0 ... pMe �m.•�liu/�ri1 i vgxa ]wax n ]J�i, ..M. 9.w. , 51XEA NYSE. R ]]l1, i `Sa 6 f .. I... pawl n:-ul: PX°xE: (e],)809->N], ru: (95a)109-]A) I7-142 Pit N..".ALkI u',eiS' e.........._ INSTALLATION DETAILS FOR LIFE SAFETY PANEL C) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I/fe WCON [%ISTIND POURED I/4"0 TAPGDN ANCHOR O 9' O.G CONLpFIE Op ANCHOR 0 9' OC E%ISTIN6 POURED C NCRETE OR INCRETE 1/q"u IAPCON E%ISPNO PVVRED 1/4P IAPCON E%IS]INV eMRED CONCRETE OIDCR REWIRED. I 1 BLOCK REOV@EG ANCHOR O S O.C. �ONCRER OR ANCHOR O 9' OC NCpEIf OR CONCREIC 94OCrc I CONCRETE BLOCN flEWWEO. II. RCOVIREO. 1/2' I/9" 1I' 4 I/Y' 1/4' 1 2' rO 2 / IMF• __ 1/2. MAK. 1/4' 1- I.IA% E.0♦ 1 I �� E[t♦ � 1 I EO• I I� i Ce I �'_'-1 I 1 O 1 1 I 1 I 11 1 1 1 O II IF-SEPAgTION- II /L nnirs A E%ISDN�I ub EY `;L-LR TO GU55 she-SO.f - GIA55 6US5 Dom_ 1 II II mn�. II I 11 IY 5E"NADO I EYIS\IrIG T� =]/ate ]pal' E%ISII 1� 10 CV53. D-� T a A, btNl� C•U55-11 1 G ONµ• I�BYL\a x,(�3 P^— A, G II Yxl II 1 ✓ IG[ M vX3-� : cnx1A> II I 'L LENGTH IIPANEL LENGM -:: �-1I 1 N II Y �' 6' PFNEL LENGM (SEE ELEVAnON II 'L 1.4X. II - I1. PANEL MR. �— G. PANEL LENGTH II— ON HM 'T II I IA:n. 1 1 ON GXfIT 12) II 1 ON ENEET 12) _� 11�- I(SEE ELEVATION II 1 (SEE ELEVATION 1' Min, VII SXEE, 12) II 1 0-SEPaWPON 1 11 II i0 GV55.II-Sow 11 I 1 v ON SHEET 12) II �_ I Ms. II i0 GIA55. _- I I 11 T- 1 l/2 1 1 V2 I I I I 1 3 1 � 6- E.o. 1 Eo• I EQ. i 1 EO 1 XG 3/4' i ID 1 EO 4I ' 3 an' . E0� ..�R EO 33}04 i 1 .. - /4•m rAOcnx I r 4 L/ "e iAPDO� ..Irx YoaA un. e III 1 ANCHOR O R• D.0 L/4 . iAP<ox 1APGGN ANCNOft B 9 D.C. ANCHOq O 9 O.C. F%ISTING POUTED CONCRETE Oq E%ISIING POURED CONCPETE OR POURED OXCflEIE 9LCLR RED -'pONCRETE KOCK REOWREO. 4g3gNG CONCRflE OR �`calypNG PVVHFp CONCRETE ON CONCRKEOLTTE ONCRETE BLOCH PALLE FO. PgNGRETE tlLVEK SECTION R—fA SECTION R-1R ® R eR PAN LS O LIFE SECTION R-2A SECTION REP —2B S__ A _FcTy ppN� ® REGULAR PANELS 0 LIFE SA_ FETY PANEL WALL MOUNTINGS SCALE 3/O.1" SMALL MOUNTINGS SCALE 5[C SHEETS IS k IB FOR L'P�tEP ENT...... L FLORIDA BUILDING CODE Non High VelocityHarr4ane Zane) No. 44187 1! []Dn m o, mc" p4 GAGE GALVANIZED STEEL STORM PANEL own m I• �L GLOBAL oe%Pn, PROTECTION PRODUCTS, LLC. 9p.•• MILLI. IL .C-L F '• aW ��Llie»nsa r•�N.sln'1 T�-nNvt�ie XDNL (95a14]Yy]4i. rAi''N]L)LBL-E]W 1T-IE2 I wN1 AD- 10. A,,. ANCHOgS TYPE X SpACINE lOq INSrI1LL1gM IIttO WDDD SMMF BVImIxcS MW4Gm µCHOP SPACIN05 AND MIXINVM IHCNJR 1YPE - 1/4•' 1MLDX M Lxpq y3[Ix[ Dn) ] FOGE DISTANCE µE,11lOIGlEE OX MI5 SCHml11£. IDD ED. IfSE MAH pIDIU1E0 DX $ENEIIVLE flEDVCC IHCNDq SPpf.INE wM' µRM� xn 6xM. xn) 3 Can3N BW Qrvj ] DY MVLNLYMG SpALINE SHLWN pll scXEDULE Rv ME En]GlYlxc EAcrogs. /Dgyy 6� DSag �) PIGIGq ----- EDq MLS apERAXON ]D eE IassalE, RmvcED mAcwc Daraxm usxc , -- ? 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RFOVIREO.^ I Tro I ` T �A'I V- I Y EL LENG]H I I WseenELEWIIOY T � w[ 131 I I I I I I 6' • I I : I �l I IOimo) I M1 ra. _. _.l J I J 5 TIDN R— B A IF AF TY PAN FBI No. 44187 '; t J _`x` �, L `-L�Ci n u N, dD IL ECOIxD. IILLII x[S rIXV k ENVIN[fflINO [VNYAryY _ •••°[�-14'm�?Nw�., rVwal v[i ivL:, 24 CAGE GALVANIZED STEEL STORM PANEL oMnN R GLOBAL PROTECTION PRODUCTS, LLC. C J? al P [5]IY PNW:u IRS[,n_]y>. Fuc Odl[SP-n[I I7-142 eQUINED NLOUINE. it lwcou M'CHOR 1 9' O.Z. , T 14'9 TAMON PNCNDn O B' 1 4'm TAPCON 'I _ li NICHOR O 9' OC. y I /NN. 1/3 • I / Mln. nil I x• iIl I I � IAin. I -Ae. BOPB F II I II I r/.b-x[ F%ISfiGP II EI(ISlld(yl CLASS 1/4 0ui w� If.)�' _ •^y. a. 0°LI EIp55 �� I 1 11 '' 1 Ivcin uu 1 I GxASS Ih, °' (SEEE IiIt Mav FYGTH ET 12) I 12)VAiI I EST I1PANLONGN (SEE Q.WAl2H IIIIII 1 I u�� II ON SHOOT u) 11 11 1' M. T— I i O I II—SEPMgIN D -TD cuss. I I SEPARAnan n ° 3 n II 1• TO cMss. 1 G. ml 10. % I ix II n) GT In m G9A5S. n u D. _ II yqI 21f NO PULE x'/x GL- 1— I1/12""V. f -5 Fn r ip u. r it{b TAHCON flEWIREO WC CHOR 0 e.ITN III{Y IAWOH x14" W o°ial l�F.c I SnGGFREO VI/ V; YiCXpR tl m' °.0 STU° ZTE flEOJWCD _ 1 Om TA^CON '14' Ippep ANCHOR 0 9. O.c. ALTERNATIVE R-1AW ALTERNATIVE R-1RW ® REGUL?R PANS 0 LIFE SAFETY PANS WALL MOUNTINGS SCALE 3/8-1• I. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (P.R.1) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: 1/000 JAEMSERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL ^^ ALTERNATIVE R-2BW ® REGUL.PANELS - a LIFE S__ AFETY PAS �1EP A, . Y LL TIfi9jLsaL LL�Qla1 UTILI GSeN11NG5 - ROFIDA BUILDING LOGE (Nan HI h Velpcily H No. 44167 t T "°" "�° °" t 21 GAGE GALVANIZED STEEL STORM PANEL *S S 'a • y ILE C IN.. GLOBAL PROTECTION PRODUCTS, LL pF �.iyy, mw ¢mL m mmmxanlHa ur m .sae. a. arAm . f _ .._.. •.aR'.o'', .,r'itiir`�.%..�w�YX' FFwtl: uaaam-iMi i.'.::';.y,..._..., I v UAL PANEL LENGTH (SEE E .0. ON SHED 10) 17-1a2 mwv rm 21P PLATE FEPUIF INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO WOOD STRUCTURES WA srA1A LEWpNGS I. INSTALLATION ARE ONLY VAUD FOR IAA%. A.S.O. DESIGN PRESSURE RATINGS (P-S.I) AND PANEL LENGTHS AS PER ELEVATION ON SHEET-12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NA 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL AY DFcnl 7.2)3) 3•.<- P UTE FEOUN t' No. 4416 1 caa1F TnrtmTnrtm, us—� I 24 GAGE GALVANRED STEEL STORM PANEL 1Mc. \JOLOBAL PROTECTION PRODUCTS. LL 17-142 d ANdOXS (SEE SECTNN 01 d GLEEANAIIVE UIN ON SHEET 1B) D (SES NOES. 3) 1 ) I W IB F@)NW 3) TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL G)SYSTEM (t) SCALE: 3/32`=I" 2663'(NN. DhRK I/4' Ma.. 4W GAP ( SECTION A -A SCALE: 3/32'=1' 44167 IA5T PµELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE WV4UATION N INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. (1). -�5-M E-Z NANG STORM PµEL SYSIEII COHBISrING OF PANEL i Cord, TWCKS Nov h 00TT01,1. (2), ENU PµELS SNAL RWl!��S5 BE CONNECTED 70 BOTTOM TRACK OTHERWISE A S1UP Bµ L9 SH L BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS µE CONNECTED TO BOTTOM TRACK. CONNECTION snAL cOHsisr OF 1/4"9-2Ox3/4' M.S. w/ 7/8'0a3/32' WIND NUT OR 1/4�00/4- Min. THUMBSCREW 114TO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT CORER OF TVIO EAIERKR MT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS µE NUT CONNECTED TO BOTTOM TRACK PANELS( SHALL SBE CONNECTER 15 D i0 USED TRACK AUSINNGSSPECS INOICAIEO ON NOTE (3) AOOVE. IN SUCH CASE, CONNECTION OF PµEL5 TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATOR. T INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m.P.H. n< 24 GAGE GALVAN'RED STEEL STORM PANEL IMF; GLOBAL PROTECTION PRODUCTS, L Pccti l�var Pai nV ui'n vxarr.. Ln.)em-rw, rrx InOew_enr PX! 17-142 �IJI'I'11�]�� O o1TT1111111111111111�11�®l a:m INSTALLATION DETAILS FOR SERIES 2000 E Z HANG STORM PANFL (1) INTO POURED CONCRETE CONCRETE BLOCK AND WOOD STRUCTURES EXISTING OR POURED 1 COTE OR - COMPETE Bloc%EDURW CN R0 12 I F I M�MDt�]' O.C. NICHDR 1r 2- O.C: - 1-- •� K. HEAP l,N .I ^i �-%' /1[,f HE% NE%O TEN r—J Y/ODU MFMER 1'-- `_— SDOE OF EflOM flEOWRW / EDGC Or 1 SCICO/ Vim}/[' MON LOGE of (J i� E.O. 3 j 11 Min. 1 1/J• � I n GOhAe^ �' 1'MIR 1/E mEI/Y m4T 1 - 9a .._—yam. II SEPARgiI S, 1�1 �' Prrv¢ 11 i EXISTING II i0 CL155. m/ufi m 11 I" Min. I CIA55—II MINIIM P°> I EJIRiIy II-' Jp GIKlAI5I5� 1-CIIAINUM POP II �— 1 RNET Ou55 II II � --O FrvEf i T um_L�rs,mAl � In� I O-O' II -1 PµW I£N4iH M Sv II__{ 4G' hAfap II rV ididid --I PANEL LENGIIf IDI—i-YinM. 1 I II n Q I1 r0 suss. Lsmuurwn u—sEPi 1 l pluilo i /[-.-za,x• . jl1XNABSCREL /[ m-VO.J pE -L U 10 GV55. 1 OF •l• I iH11nREGiEVI I 1 1 p I 1 n nn Mwr fu. EO. /J. I I 7 1 9'm IAPCpn PNCNOR I/["m T'O'N _ O 12- O.C. ANCHOR 0 IR- C. - Ex6iiuD POURED '1-.[- MODCONCRED, OR CONCRETE MOON IC REDIIRED. REOVUtCU WALL_ MOUNTING SECTION WALL MOUNTING SCALE 3/8=1" ALTERNATIVE SCALE }/B=1' 14p(nmum.... =AR CENS'•:"Pa uw. PANEL LENGTH FLORIDA BUILDING CODE Non High Velocity HUrr,,.G. ZPRR) ON ARE ONLY VALID FOR VAX. A.SA. DESIGN SHALL BE J'-fi' czerr ILLrzlu cEATING +/- 40.0 R.s.l AND fi'-0` MAX : ND: 44167 5 °r 24' GAGE GALVANIZED STEEL STORM PANELpv GTH. won0 FRAME cowsmucnoN: w000GLOBAL PROTECTION PRODUCTS, LLC.O BE SOl1THERN PINE Nm 2, W/ SPECIFC�, 1 0.55 OR EQUAL. s lIW] i[yll„E A EHRPIM PING fANPpN .NO° 9.v1. ]I SP[fl ..�I ! •' 1 are. PE nmf : f "I'll . N101IN-111%"N rosgEeY-m]n 17-142 9E- At TI[ En-0°v°]IB OMVIAq w: Wnu[H A iLLN b.. I.E. �Im I