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RC-17-1397FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Duplex 900 LLC Builder Name: Street: 1060 NE 105th ST Permit Office: Miami Shores City, State, Zip: MIAMI SHORES , FL , 33138 Permit Number: Owner: Jurisdiction: Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projecte 2. Single family or multiple family Multi -family 3. `Number of units, if multiple family 1 z4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 2216 Conditioned floor area below grade (ft2) 0 7. Windows(392.9 sqft.) Description Area a. U-Factor: Sgl, U=1.08 392.89 ft2 SHGC: SHGC=0.25 b. U-Factor: N/A ft2 SHGC: c. U-Factor: N/A ft2 SHGC: d. U-Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 1.941 ft. Area Weighted Average SHGC: 0.250 8. Floor Types (2216.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2216.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (2331.8 sqft.) a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types (2216.0 sqft.) a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Main1, Ret: Main1, AH: Main1 b. Sup: Main2, Ret: Main2, AH: Main2 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Strip Heat b. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits Insulation Area R=4.1 1978.40 ft2 R=4.1 353.46 ft2 R= ft2 R= ft2 Insulation Area R=19.0 2216.00 ft2 R= ft2 R= ft2 R ft2 6 160 6 160 kBtu/hr Efficiency 30.0 SEER:15.00 30.0 SEER:15.00 kBtu/hr Efficiency 25.0 COP:1.00 25.0 COP:1.00 Cap: 80 gallons EF: 0.990 Pstat Total Proposed Modified Loads: 89.06 Glass/Floor Area: 0.177 Total Baseline Loads: 92.80 A PASS I hereby certify that the pla and specifications covered by this calculation are in o .. . e with the Florida Energy Code. t� C. Vi f1 PREPARED BY- I. Dj� Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed p this buildingwill be inspected for p compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: _- - DATE: •• -tliE t, . '�+:", ',,'' ' :'Jnr, , � Szi , 0 or, ..� „. 0 `' � �_ a: •;tr ;•' � 14 •. '' -_ - : DATE: :�`: .s1�_ * `•...., ° Cop .......... _ __ JU 1 2011 I herebycertifythat this building,as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: __ __ _ DATE: - - - -- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 5.0 ACH50 (R402.4.1.2). - Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 Qn for whole house. 7/30/2017 9:13 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-20)4 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Duplex 900 LLC Bedrooms: 3 User Conditioned Area: 2216 Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Miami Shores Cross Ventilation: Whole House Fan: Multi -family Existing (Projected) Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 1060 NE 105th ST County: Miami -Dade City, State, Zip: MIAMI SHORES , FL . 33138 CLIMATE - Design FL, IECC Design Temp Location TMY Site Zone 97.5 % 2.5 % Miami FL_MIAMI_INTL_AP 1 51 90 Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 2 Block1 1105 9392.5 Block2 1111 9443.5 SPACES Number 1 2 Name Area Volume Kitchen Occupants Main1 1105 9392.5 No 3 Main2 1111 9443.5 Yes 2 Bedrooms 2 1 lnfil ID Finished Cooled Heated 1 Yes Yes Yes 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area 1105 ft2 1111 ft2 Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main1 163.75 ft 0 -On -Grade Edge Insulatio Main2 167.25 ft 0 ____ 0 0 1 ___ 0 0 1 2 Slab ROOF # Roof Gable Roof Type Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Barrel tile 2284 ft2 0 ft2 Medium 0.01 No 0.9 No 19 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 2216 ft2 N Y 7/30/2017 9:13 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main1 19 Batt 1105 ft2 0.11 Wood 2 Under Attic (Vented) Main2 19 Batt 1111 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R-Value Ft In Ft _In Area R-Value .Fraction Absor.__Grade%_ 1 N Exterior Concrete Block - Int Insul Main1 4.1 33 10 8 6 287.6 ft2 4.1 0 0.75 0 2 S Exterior Concrete Block - Int Insul Main1 4.1 13 11 8 6 118.3 ft2 4.1 0 0.75 0 3 E Exterior Concrete Block - Int Insul Main1 4.1 48 1 8 6 408.7 ft2 4.1 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main1 4.1 12 3 8 6 104.1 ft2 4.1 0 0.75 0 5 N Garage Concrete Block - Int Insul Main2 4.1 21 6 8 6 182.8 ft 4.1 0 0.75 0 6 W Garage Concrete Block - Int Insul Main1 4.1 20 1 8 6 170.7 ft2 4.1 0 0.75 0 7 N Exterior Concrete Block - Int Insul Main2 4.1 19 11 8 6 169.3 ft2 4.1 0 0.75 0 8 S Exterior Concrete Block - Int Insul Main2 4.1 41 5 8 6 352.0 ft2 4.1 0 0.75 0 9 E Exterior Concrete Block - Int Insul Main2 4.1 21 8 8 6 184.2 ft2 4.1 0 0.75 0 10 W Exterior Concrete Block - Int Insul Main2 4.1 41 8 8 6 354.2 ft2 4.1 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main2 Wood .85 3 6 8 20 ft2 2 N Wood Main1 Wood .85 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Clear) Yes 1.08 0.25 12.5 ft2 1 ft 6 in 1 ft 6 in None None 2 S 2 Metal Single (Clear) Yes 1.08 0.25 38.5 ft2 6 ft 0 in 1 ft 6 in None None 3 S 2 Metal Single (Clear) Yes 1.08 0.25 18.8 ft2 1 ft 6 in 2 ft 6 in None None 4 E 3 Metal Single (Clear) Yes 1.08 0.25 65.0 ft2 1 ft 6 in 1 ft 6 in None None 5 E 3 Metal Single (Clear) Yes 1.08 0.25 7.9 ft2 1 ft 6 in 1 ft 6 in None None 6 S 8 Metal Single (Clear) Yes 1.08 0.25 92.5 ft2 1 ft 6 in 1 ft 6 in None None 7 S 8 Metal Single (Clear) Yes 1.08 0.25 15.4 ft2 1 ft 6 in 1 ft 6 in None None 8 E 9 Metal Single (Clear) Yes 1.08 0.25 12.7 ft2 1 ft 6 in 1 ft 6 in None None 9 E 9 Metal Single (Clear) Yes 1.08 0.25 30.8 ft2 1 ft 6 in 1 ft 6 in None None 10 E 9 Metal Single (Clear) Yes 1.08 0.25 9.8 ft2 1 ft 6 in 1 ft 6 in None None 11 W 10 Metal Single (Clear) Yes 1.08 0.25 9.0 ft2 1 ft 6 in 1 ft 6 in None None 12 W 4 Metal Single (Clear) Yes 1.08 0.25 20.0 ft2 1 ft 6 in 1 ft 6 in None None 13 S 8 Metal Single (Clear) Yes 1.08 0.25 20.0 ft2 1 ft 6 in 1 ft 6 in None None 14 W 10 Metal Single (Clear) Yes 1.08 0.25 40.0 ft2 1 ft 6 in 1 ft 6 in None None 7/30/2017 9:13 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 447.845 ft2 447.845 ft2 47.33 ft 10.5 ft 1 INFILTRATION # 1 Scope Method Wholehouse Proposed ACH(50) SLA .00027 CFM 50 ELA EqLA ACH ACH 50 1569.7 86.17 162.06 .1863 5 HEATING SYSTEM V # System Type 1 Electric Strip Heat 2 Electric Strip Heat Subtype None None Efficiency Capacity 25 kBtu/hr 25 kBtu/hr Block Ducts COP:1 COP:1 1 sys#1 2 sys#2 COOLING SYSTEM # System Type Subtype Split Split Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit 2 Central Unit SEER: 15 SEER: 15 30 kBtu/hr 900 cfm 0.7 30 kBtu/hr 900 cfm 0.7 1 sys#1 2 sys#2 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main1 0.99 80 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None fr DUCTS V Supply ---- # Location R-Value Area Return ---- Location Area Leakage Type Air CFM 25 CFM25 Handler TOT OUT QN HVAC # RLF Heat Cool 1 Main1 6 160 ft2 2 Main2 6 160 ft2 Main1 Main2 55.25 ft Prop. Leak Free 55.25 ft Prop. Leak Free Main1 --- cfm 33.1 cfm 0.03 Main2 --- cfm 33.3 cfm 0.03 0.50 1 1 0.50 2 2 7/30/2017 9:13 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolinH Heating Jan Jan X Feeb Mar Apr 1 1 Nay VC]: Junn X Jull X AAug X Sep Oc Nov ovv Dec Venting Jan Feb X Mar X Apr Mal Jun Jul Aug 1 1 See ki Oct ki No nDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 r 68 68 68 68 68 68 68 68 68 66 66 7/30/2017 9:13 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Duplex 900 LLC Builder Name: Street: 1060 NE 105th ST Permit Office: Miami Shores City, State, Zip: MIAMI SHORES , FL , 33138 Permit Number: Owner: Jurisdiction: Design Location: FL, Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. / ,v// Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. / tV/ Walls Corners and headers shall be insulated and the junction of the foundation and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. / 9,// Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. V (including above -garage and cantilevered floors) Insulation shall be installed to maintain permanent contact with underside of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. /Floors Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class 1 vapor retarder with overlapping joints taped. f /i l/ 1k Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. / I/ / Garage separation Air sealing shall be provided between the garage and conditioned spaces. j// Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. / ffV// HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors r/ , /`�ik 7/30/2017 9:09 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1060 NE 105th ST Permit Number: MIAMI SHORES , FL , 33138 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. ▪ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statute$ or individulas licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air Ieakagewindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 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 AAMANVDMA/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. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)?JI ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i), Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/30/2017 9:09 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 12( R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). R403.4.4.1 Storage water heater temperature controls ▪ R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). ▪ R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. ▪ R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. r R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 7/30/2017 9:09 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity ▪ R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. ▪ R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. ▪ R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment size 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. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or • solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.� Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 7/30/2017 9:09 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 Address of New H FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 1 New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Sgl, U=1.08 SHGC: SHGC=0.25 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 1060 NE 105th ST, MIAMI SHORES, FL, 33138 Existing (Projecte Multi -family 1 3 No 2216 Insulation R=0.0 R= R= Area 392.89 ft2 ft2 ft2 ft2 1.941 ft. 0.250 Area 2216.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Main1, Ret: Main1, AH: Main1 b. Sup: Main2, Ret: Main2, AH: Main2 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Strip Heat b. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before fin- •-ction. Otherwise, a new EPL Display Card will be completed based on installed C,'d; • pliant features. Builder Signature: � �� �� n in No'- 6, /of 41 Date: JUL 3 1 2011 City/FL Zip: r11Mfr1 t-51/00es LLt 331; e *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Insulation Area R=4.1 1978.40 ft2 R=4.1 353.46 ft2 R= ft2 R= ft2 Insulation Area R=19.0 2216.00 ft2 R= ft2 R= ft2 R ft2 6 160 6 160 kBtu/hr Efficiency 30.0 SEER:15.00 30.0 SEER:15.00 kBtu/hr Efficiency 25.0 COP:1.00 25.0 COP:1.00 Cap: 80 gallons EF: 0.99 Pstat **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/30/2017 9:10 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 1060 NE 105th ST MIAMI SHORES, FL 33138 Residential System Sizing Calculation Summary Project Title: Duplex 900 LLC- 7/30/2017 Location for weather data: Miami IAP, FL - Defaults: Latitude(26) Altitude(30 ft.) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (78F) Humidity difference(57gr.) Winter design temperature(MJ8 99%) 52 F Summer design temperature(MJ8 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 18 F Summer temperature difference 20 F Total heating Toad calculation 27073 Btuh Total cooling load calculation 53793 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 184.7 50000 Sensible (SHR = 0.70) 94.5 42000 Latent 192.6 18000 Total 111.5 60000 WINTER CALCULATIONS Winter Heatino Load (for 2216 soft Load component Load Window total 393 sqft 7638 Btuh Wall total 1899 sqft 3165 Btuh Door total 40 sqft 612 Btuh Ceiling total 2216 sqft 3499 Btuh Floor total See detail report 7030 Btuh Infiltration 94 cfm 1851 Btuh Duct loss 3278 Btuh Subtotal 27073 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 27073 Btuh Summer Cooling Load (for 2216 sqft Ceilings(12.9%) Walls(11.7%) Floors(26.0%) SUMMER CALCULATIONS Load component Load Window total Wall total Door total Ceiling total Floor total Infiltration 70 cfm Internal gain Duct gain Sens. Ventilation 0 cfm Blower Load Total sensible gain Latent gain(ducts) Latent gain(infiltration) Latent gain(ventilation) Latent gain(internal/occupants/other) Total latent gain TOTAL HEAT GAIN 393 sqft 1899 sqft 40 sqft 2216 sqft 14312 Btuh 3516 Btuh 966 Btuh 15356 Btuh 0 Btuh 1543 Btuh 2350 Btuh 6404 Btuh 0 Btuh 0 Btuh 44448 Btuh 1128 Btuh 2718 Btuh 0 Btuh 5500 Btuh 9346 Btuh 53793 Btuh 8th Edition Ceilings(28.5%) l Wans(6.5%) Doors(1.8%) Infil.(7.9%) ) EnergyGauge® Sy PREPARED BY: DATE:,111'1 1 EnergyGauge® / USRCZB v5.1 Windows(282%) Ducts(12.1 %) Doors(2.3%) Windows(26.6%) Latent int(10.2%) Int.Gain(4.4%) Ducts(14.0%) DAViD A. DACQUISTO, AICP d lt Az e �n t SiwI4ej 10050 N E SECOND AVE. -11AMI SHORES. FLORIDA 33138--2382 Telephone (305) 795-2207 Fax: {305) 756-S9 7 2 DEVELOPMENT ORDER File Number: Property Address: Owner/Applicant: Address: PZ-12-16-201692 1060 NE 105'' Street Duplex 900 LLC, Laurent Ben Soussan 44 W Flagler Street. 42300, Miami, FL 33130 Whereas, the applicant Duplex 900 LLC, Laurent Ben Soussan (Owner), has tiled an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV. V and VI of Appendix A Zoning. Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. One-story addition. Whereas, a public hearing was held on January 26. 2017 and the Board. after having considered the application and after hearing, testimony and reviewing the evidence entered, finds: i. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings. and the conditions agreed upon at the hearing: 1) Approval is _ranted as shown on the plans submitted and made a part of this approval. 2) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 3) Applicant to apply for and obtain building permits from the Building Department for all work started or completed without building permits. 4) Applicant to apply for and obtain all necessary permits and approvals from outside agencies before beginning work. 5) An erosion and sedimentation plan subject to review and approval by the building official is required and must be submitted to the building official with the building permit application. Properly installed soil erosion measures (silt fences. straw barriers, etc.) and anti -tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 6) The applicant shall provide an architect or engineer's drainage plan and report to certify to the building official that the site provides storm drainage that detains the first one inch in natural or filtered structural facilities prior to the issuance of a building permit by the Building Official. 7) The applicant is responsible for the installation and maintenance of drainage structures and any site modifications shown on the drainage plan that are necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities. Minor modifications to the Page I of 2 DO-006_PZ-12-16-201692_Duplex900_Ben_Soussan approved drainage plan shall require a new signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Major changes to the approved drainage plan including the construction of drainage improvements such as but not limited to mounds and walls, shall require a new site plan review application. and review and approval by the Planning and Zoning Board. 8) All drainage improvements shall be installed in accordance with the approved drainage plan before final inspection by the Building Official. 9) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan except that major changes shall require Planning and Zoning Board approval as stated in Condition 47. 10) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER. EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 1 I) Ground cover shall comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf and rock of any kind is specifically prohibited. 12) Applicant to meet all applicable code provisions at the time of permitting. 13) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (I) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 26th day of January. 2017 by the Planning and Zoning Board as follows: Motion to approve subject to Staffs recommendations. seconded by Mr. Snow and the vote was unanimous in favor of the Motion. Mr. Snow Yes Mr. Busta Yes Mr. Hegedus Yes Mr. Diaz Yes Chairman Fernandez Yes and M. Fernandez Chair, Planning Board Page 2 of 2 DO-006_PZ-12- 16-201692_Duplex900_Ben_Soussan i Owner: Duplex 900, LL J.C.D. ARCHITECT , Inc. J UAN C. DAVI D R. A. AR-00015344 LEED ACCREDITED PROFESSIONAL Design 8, Development Architecture Interiors Planning Construction • • • • • • ARCHITECT. INC. 1385 Coral Way, 5418 407 o Morn, Ronda 33145 o Phone: (305) 285-4343 o Fax (305) 285-4330 • • • •• • "AS BUILT" ADDITION TO BE LEGALIZED 1060 NE 105th Street Miami Shores, FL 33138 STRUCTURAL REVIE APPROVED • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • •• • •• •• • • • • • • •• • • • • TABLE OF CONTENT Sheet No. Description 01-03 Foundations Design 04-06 Wood Joists & Ledger Design 07-10 Reinforced C.M.U. Wall Design. 11-15 Wind Load Analysis as per ASCE 7-10 • • • •• • • • • • • •• ••• • • • • • • • • • •• Juan C. David R.A. #0015344 Joe OC//'L &X 90 0 J.C.D. ARCHITECT , Inc. JUAN C. DAVID R. A. .w.000+a.... LEER ACCREDITED PROFESSIONAL PROJECT No SHEET No OF OesIgn & Oevslopment An hilacaae a,IsAo.e Planning Cor,..uOUon .uc..,acr. •.c ,sow wr.•ran . rn n.sai . flan . w.0atas•mo // �`DOF --> (3s ",Q/-3 >< `2�2) 76, --� (is01,.,i .3 1 a (o. 67' > (/ 4/ a) • (// so/4 (/.2 5 . 3).(.2 Fzoo/2 "� (v3.1/ ).`(/• 33`)�\ LG .Qc2 -J ( x UOR... �40 /,`e- WL .ENE :.... ...........:..................... (94.7y)roG / i' /. /) - ADDRESS CALCULATED BY DATE CHECKED BY DATE • • ••:••. /O,'••• • • • • • /- /. • •: • • •• • • .. •. • • •• .. • . •• ••, • • • • . 3/• ••••• 322 -5i 3 3.0 cf4 .27.0 / f20 •_ • • • •: • ..•.• • • •• •.423 •.• • • • . • • 4YEk41. 5 �s 01 Title : Dsgnr: Description : Scope : Job # Date: 1:16AM, 5 MAY 17 Rev 580000 User KW-0605358, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Footing Analysis & Design Page 1 DUPLEX_900. EC W. Footings Description WF-16 (qs'=2.0 ksf) LGeneral Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC. Q903, NFPA 5000 Allowable Soil Bearing Short Term Increase Seismic Zone Biaxial Applied Loads Live & Short Term Combined fc Fy Concrete Weight Overburden Weight 2,000.0 psf 1.330 0 3,000.0 psi 60,000.0 psi 150.00 pcf 100.00 psf Dimensions... Width along X-X Axis Length along Y-Y Axis Footing Thickness Col Dim. Along X-X Axis Col Dim. Along Y-Y Axis Base Pedestal Height • • • • •. • • • • • • • • • • • • • •• •• Min Steel % Rebar Center To Edge Distanct • • • Loads • • • • • Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term Summary a 1.500 k 0.700 k k Creates Rotation about Y-Y Axis (pressures @ left & right) k-ft k-ft k-ft Creates Rotation about Y-Y Axis (pressures @ left & right) k k k ...ecc along X-X Axis 0.000 in ...ecc along Y-Y Axis 0.000 in tit r•: 1.00Uft • 12.00 in &l)Ooin• • 1 .00 in• • • 12.00(cin • • 0.0014 • • • 3+50 in• ♦N •-•-•. • • • • • • •• • •• • • • • • Creates Rotation about X-X Axis (pressures @ top & bot) k-ft k-ft k-ft Creates Rotation about X-X Axis (pressures @ top & bot) k k k • • •• 1.33ft x 1.00ft Footing, 1.33ft x 1.00ft Footing, Max Soil Pressure Allowable "X' Ecc, of Resultant "Y' Ecc, of Resultant X-X Min. Stability Ratio Y-Y Min. Stability Ratio 12.0in Thick, w/ Column Support 8.00 x 12.00in x 12.0in high 12.0in Thick, w/ Column Suppo DL+LL DL+LL+ST 1,925.4 1,925.4 psf Max Mu 2,000.0 2,660.0 psf Required Steel Area 0.000 in 0.000 in 0.000 in 0.000 in No Overturning No Overturning 1.500 :1 Shear Stresses.... 1-Way 2-Way Footing Design OK Actual Allowable 0.139 k-ft per ft 0.259 in2 per ft Vu 0.000 0.000 Vn * Phi 93.113 psi 186.226 psi Footing Design Shear Forces Two -Way Shear One -Way Shears... Vu @ Left Vu @ Right Vu @ Top Vu @ Bottom ACI C-1 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi Moments ACI C-1 Mu @ Left 0.14 k-ft Mu @ Right 0.14 k-ft Mu @ Top 0.00 k-ft Mu @ Bottom 0.00 k-ft ACI C-2 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi ACI C-2 0.10 k-ft 0.10 k-ft 0.00 k-ft 0.00 k-ft ACI C-3 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi ACI C-3 0.05 k-ft 0.05 k-ft 0.00 k-ft 0.00 k-ft Vn * Phi 186.23 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi Ru / Phi As Req'd 2.1 psi 0.26 in2 per ft 2.1 psi 0.26 in2 per ft 0.0 psi 0.02 in2 per ft 0.0 psi 0.02 in2 per ft 02 Title : Dsgnr: Description : Scope : Job # Date: 1:16AM, 5 MAY 17 Rev 580000 User: KW-0605358, Ver 5.8 0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Footing Analysis & Design Page 2 DUPLEX_900 ECW Footings Description WF-16 (qs'=2.0 ksf) LSoil Pressure Summary ••.• Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq. C-1 ACI Eq. C-2 ACI Eq. C-3 Bottom- 1,925.42 1,925.42 2,853.13 2,061.07 1,192.74 Top -Rig 1,925.42 1,925.42 2,853.13 2,061.07 1,192.74 Bottom- • • •Top-Lef • 1,925.42 •. • 1,92412;sf; •• 1,925.42 1,925.42psf• • • • • 2,853.13 • • • • 2,853.43 p9f 2,061.07 ••.•.• 2,06t0? 1,192.74 1,192.7i QV• • • • • ACI Factors (per ACI 318-02, applied internally to entered loads) •• •• • • • • ACI C-1 & C-2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST ....seismic = ST ' : 1.400 ACI C-2 Group Factor 1.700 ACI C-3 Dead Load Factor 1.700 ACI C-3 Short Term Factor 1.100 Used in ACI C-2 & C-3 0.750 0.900 1.300 • • •I•• • Add"I "1.4 F503rfor Seismic 1.400 • Add"! "0.1' Factoi•for Sei�yi�.;. 0.90C • • . • • • • • • • • • • • • • • 03 Title: Dsgnr: Description : Scope: Job # Date: 1:09AM, 5 MAY 17 Rev 580000 User KW-0605358, Ver 5,8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Multi -Span Timber Beam Page 1 duplex_900.ecw_Studs 8 Joists Description Joist 2"x12" @ 16" o.c. (Gravity-12.5Span) LGeneral Information Southern Pine, No.2 2 -4 Thick, 10 Wid Spans Considered Continuous Over Support Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base-allowablea sae.user defined • • Fb Basic Allow 750.0 psi Fv : Basic Allow 175.0 psi • • Elastic godula • 1,4.00.0 ksi • Load Durltn F5ctor • •• • • • Note: Repetitive Member Stress Increase of 1.15 being used for all members under 4" wide Timber Member Information • • • • • • • • • • Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbraced Length Member Type ft in in ft S-1 12.50 2x12 1.500 11.250 Pin - Pin 5.00 Sawn • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • t • • • • • • • • • • • Loads Live Load Used This Span? Dead Load ft/ft Live Load #/ft Yes 44.00 53.30 L!,:teSU ItS )1 Mmax @ Cntr in-k 22.8 @ X = ft 6.25 Max @ Left End in-k 0.0 Max @ Right End in-k 0.0 fb : Actual psi 720.7 Fb : Allowable psi 748.0 Bending OK Shear @ Left k 0.61 Shear @ Right k 0.61 fv : Actual psi 46.1 Fv : Allowable psi 175.0 Shear OK L1,Reactions & Deflection DL @ Left k 0.27 LL @ Left k 0.33 Total @ Left k 0.61 DL @ Right k 0.27 LL @ Right k 0.33 Total @ Right k 0.61 Max. Deflection in -0.214 @ X = ft 6.25 L?Pery Values Location Moment Shear Deflection ft in-k in 0.00 0.0 0.6 0.0000 04 Title : Dsgnr: Description : Scope : Job # Date: 1:12AM, 5 MAY 17 Rev: 580000 User: KW-0605358, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Multi -Span Timber Beam Page 1 duplex_900.ecw:Studs & Joists Description Joist 2"x10" @ 16" o.c. (Gravity-10' Span) LGeneral Information Southern Pine, No.2 2 -4 Thick, 10 Wid Spans Considered Continuous Over Support Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowableiarauser defined i Fb : Basic Allow Fv : Basic Allow 800.0 psi 175.0 psi Elastic f1odulus. Load Durltfbn Factor Note: Repetitive Member Stress Increase of 1.15 being used for all members under 4" wide • [Timber Member Information ••• •••. •. • • • • •• • 1;d00.0 ksi •• ` •• • • • • • • • Description Span Timber Section Beam Width Beam Depth End Fixity • Le: Unbraced Length Member Type ft in in ft S-1 10.00 2x10 1.500 9.250 Pin - Pin 5.00 Sawn • • •• •• ••. • • • • • • • • • • • • • • • • • • • • .• • • • • • • • •• • • • •• • • Loads Live Load Used This Span ? Yes Dead Load #/ft 44.00 Live Load #/ft 53.30 Results Mmax @ Cntr in-k 14.6 @ X = ft 5.00 Max @ Left End in-k 0.0 Max @ Right End in-k 0.0 fb : Actual psi 682.3 Fb : Allowable psi 829.0 Bending OK Shear @ Left k 0.49 Shear @ Right k 0.49 fv : Actual psi 44.9 Fv : Allowable psi 175.0 Shear OK Reactions & Deflection DL @ Left k 0.22 LL @ Left k 0.27 Total @ Left k 0.49 DL @ Right k 0.22 LL @ Right k 0.27 Total @ Right k 0.49 Max. Deflection in -0.158 @ X = ft 5.00 Luery Values Location Moment Shear Deflection ft in-k k in 0.00 0.0 0.5 0.0000 05 Title : Dsgnr: Description : Scope: Job # Date: 1:15AM, 5 MAY 17 Rev 580000 User KW-0605358, Ver 5.8 0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Timber Ledger Design Page 1 DUPLEX_900.ECW:Studs 8 Joists Description 2-2"x12" Wood Ledger Design General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowablesa•e•user defined. • • Ledger Width Ledger Depth Ledger is Bolted to Concrete Bolt Diameter Bolt Spacing Load Duration Factors... Live Load Short Term 3.000 in 11.500 in 3/4" 12.000 in 1.250 1.330 Uniform Load... Dead Load Live Load Horizontal Shear Southern Pine, No. Fb Allowable Fv Allowable 350.00 #/ft 400.00 #/ft 0.00#/ft 2 2 -4 Thick, 8 Wide 750.0 psi 175.0 psi Point Loa41... • • Dead Loa • Live Le & • • Spacing Offset • • • • • • • • •• •• •O.D8rps •9.00tbs 0.90 ft • ••0.0gin • • • • •• •••• • •••• Ledger Stresses Load Combination : Maximum Moment Bending Stress Stress Ratio MaximumShear Shear Stress Stress Ratio DL + LL 750.00 in-# 11.34 psi 0.012 472.66 lbs 13.70 psi 0.063 DL + ST 350.00 in-# 5.29 psi 0.005 220.57 lbs 6.39 psi 0.027 • • • DL } LL,ST 751.001n-# 11.34 psi 0.011 472.66 lbs 13.70 psi 0.059 • • • • • • • • • • • ••• • • • •• • • • • •0•• • • • • Bolt Loading Note: Bolt Design Value from NDS 8.21 UBC 23 Using :Southern Pine Stress Summary Max. Vertical Load Allow Vertical Load Max. Horizontal Load Allow Horizontal Load Angle of Resultant Diagonal Component Allow Diagonal Force Final Stress Ratio Summary DL + LL 750.00 lbs 3,687.50 Ibs 0.00 lbs 7,687.50 lbs 90.0 degrees 750.00 lbs 933.83 lbs 0.803 : 1.00 DL + ST 350.00 Ibs 3,923.50 lbs 0.00 Ibs 8,179.50 Ibs 90.0 degrees 350.00 Ibs 979.18 lbs 0.357 : 1.00 DL+LL+ST 750.00 Ibs 3,923.50 lbs 0.00 Ibs 8,179.50 lbs 90.0 degrees 750.00 Ibs 979.18 Ibs 0.766 : 1.00 Stress Summary Wood Bending Stress Ratio Wood Shear Stress Ratio Bolt Stress Ratio DL + LL 0.012 : 1.00 0.063 : 1.00 0.803 : 1.00 DL + ST 0.005 : 1.00 0.027 : 1.00 0.357 : 1.00 Wood Stress & Bolts OK DL+LL+ST 0.011 : 1.00 0.059 : 1.00 0.766 : 1.00 • 06 Title : Dsgnr: Description : Scope : Job # Date: 2:04AM, 5 MAY 17 Rev 580000 User KW-0605358, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Masonry Wall Design Page 1 DUPLEX_900.ECW:CMU Description 8" Reinf. C.M.U. Wall Design (Zone-4) LGeneral Information Wall Height 12.00 ft Parapet Height 0.00 ft Thickness 8.0 in Rebar Size 5 Rebar Spacing 32 in Depth to Rebar 3.810 in Loads Uniform Load Dead Load Live Load Load Eccentricity Roof Load Seismic Factor Calc of Em = fm * Duration Factor Wall Wt Mult. @ Center Cod&4; ACI 530-02 i 0.0000 fm • •'• 1,50 . Fst •• • 900.00 Fs • • • 24,00.0.0 VI • • 1.330 Special Insp&sti e• • • • • • 1.000 Grout @ Rebar f Y • • • Medium Weig loc Equivalent •• •• • • •• • • • • Solid Thickniece • • 4.900 W. • 0.000 #/ft 0.000 #/ft • • 000000 se AM • •• Melba 1110111 •• Wind Load • • • • 48.000 'sf • • • • • • • • • • • • • • • • • •• •• • ••• • • • • • _Design Values •• 1 E 1,350,000 psi Rebar Area 0.116 in2 np 0.05462 j 0.90654 n : Es / Em 21.481 Radius of Gyration 2.487 in k 0.28038 2 / kj 7.86864 Wall Weight 55.000 psf Moment of Inertia 363.660 in4 486.000 #/ft 610.000 #/ft 0.000 in Concentric Axial Load Dead Load Live Load Roof Load Max Allow Axial Stress = 0.25 fm (1-(h/140r)^2) * Spinsp Allow Masonry Bending Stress = 0.33 fm * Spinsp = Allow Steel Bending Stress = 310.85 psi 495.00 psi 24,000.00 psi Ll_oad Combination & Stress Details Summary Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Between Base & Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Summary _.j Axial Moment Load in-# lbs 0.0 1,096.0 0.0 486.0 0.0 486.0 0.0 1,426.0 10,368.0 816.0 0.0 816.0 Bending Stresses Axial Steel Masonry Compression psi psi psi 0.0 0.0 18.64 0.0 0.0 8.27 0.0 0.0 8.27 0.0 0.0 24.25 25,822.0 468.3 13.88 0.0 0.0 13.88 12.00ft high wall with 0.O0ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 32.00ino.c. at center Max. Bending Compressive Stress 482.22 OK Allowable 658.35 OK Max. Axial Only Compressive Stress 24.25 psi Allowable 310.85 OK Max Steel Bending Stress 25,821.98 psi Allowable 31,920.00 OK 07 Title : Dsgnr: Description : Scope: Job # Date: 2:04AM, 5 MAY 17 Rev: 580000 User KW-0605358, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Masonry Wall Design Page 2 DUPLEX_900.ECW.CMU Description 8" Reinf. C.M.U. Wall Design (Zone-4) Final Loads & Moments Wall Weight moment @ Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment @ Mid Ht 330.00 lbs 0.00 in-# 0.00 in-# 0.00 in-# 0.00 in-# Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Wind Moment @ Mid Ht Seismic Moment @ Mid Ht Total Dead Load Total Live Load 9,636.44 in-# 18,278.11 Ibs 10,368.00 in-# 0.00• inN� • • ••.•• •..� • 486. oD•• 61000 Ibs • • • • • • • • • • •• • . • • • • . • ..•. • •• • • .••. • • • .. •. .••• • • • • . . . • • • • • • • • • • • • •• • ••• • • • 08 Title : Dsgnr: Description : Scope : Job # Date: 2:05AM, 5 MAY 17 Rev: 580000 User. KW-0605358, Ver 5 8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Masonry Wall Design Page 1 DUPLEX_900.ECW:CMU Description 8" Reinf. C.M.U. Wall Design (Zone-5) General Information Code Ref: ACI 530-02 Wall Height Parapet Height 12.00 ft 0.00 ft Thickness 8.0 in Rebar Size 5 Rebar Spacing 32 in Depth to Rebar 3.810 in Loads Seismic Factor CalcofEm=fm* Duration Factor Wall Wt Mult. @ Center 0.0000 fm 1,500.0 psi 900.00 Fs 24,000.0.losi 1.330 Special Inspection. • • •• • 1.000 Grout @ Rebar Only• Medium Wei htBloc'k • •• •• • •• g • • • • Equivalent • • • Solid Thiclir s • • 4.900 iii • • ••.• •• • • ▪ • • • • • • Uniform Load Dead Load Live Load Load Eccentricity Roof Load 486.000 #/ft 610.000 #/ft 0.000 in Concentric Axial Load Dead Load Live Load Roof Load 0.000 #/ft 0.000 #/ft Wind Load.•.. 55.004,psf. • • • •• •• • • • • • • • • • • • • Design Values • • • ▪ • • E 1,350,000 psi Rebar Area 0.116 in2 np 0.05462 j b.92)654 n : Es / Em 21.481 Radius of Gyration 2.487 in k 0.28038 2 / kj 7.86864 Wall Weight 55.000 psf Moment of Inertia 363.660 in4 Max Allow Axial Stress = 0.25 fm (1-(h/140r)^2) *Spinsp Allow Masonry Bending Stress = 0.33 fm * Spinsp = Allow Steel Bending Stress = 310.85 psi 495.00 psi 24,000.00 psi • • • Load Combination & Stress Details Summary Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Between Base & Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Axial Moment Load in-# Ibs 0.0 1,096.0 0.0 486.0 0.0 486.0 0.0 1,426.0 11,880.0 816.0 0.0 816.0 Bending Stresses Axial Steel Masonry Compression psi psi psi 0.0 0.0 18.64 0.0 0.0 8.27 0.0 0.0 8.27 0.0 0.0 24.25 29,587.7 536.6 13.88 0.0 0.0 13.88 Summary 12.00ft high wall with 0.00ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 32.00ino.c. at center Max. Bending Compressive Stress 550.52 OK Allowable 658.35 OK Max. Axial Only Compressive Stress 24.25 psi Allowable 310.85 OK Max Steel Bending Stress 29,587.68 psi Allowable 31,920.00 OK 09 Title : Dsgnr: Description : Scope : Job # Date: 2:05AM, 5 MAY 17 Rev 580000 User: KW-6605358, Ver 5.8 0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Masonry Wall Design Page 2 DUPLEX_900.ECW:CMU Description 8" Reinf. C.M.U. Wall Design (Zone-5) Lf,inal Loads & Moments r Wall Weight moment @ Mid Ht 330.00 Ibs Wind Moment @ Mid Ht Seismic Moment @ Mid Ht Dead Load Moment @ Top of Wall 0.00 in-# Dead Load Moment @ Mid Ht 0.00 in-# Live Load Moment @ Top of Wall 0.00 in-# LiveLoad Moment @ Mid Ht 0.00 in-# Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Total Dead Load Total Live Load 9,636.44 in-# 18,278.11 Ibs 11.880.00 in-# 0.0Q.ita4 • • ••.• • • • • • 486.00 Ibs • 610.0141 itis • • • • •• • • •.•. •• • • • • • • • • •.•. • .• ••.. • • • .• .• • • • • • • . • • • • . • . ' • • • • • • • • •• • •.• • • • 10 JOB ZDCJ L E X Soo J.C.D. ARCHITECT , Inc. JUAN C. DAVID R. A. Ano.'5344 LEED ACCREDITED PROFESSIONAL Design & Development Architecture Interiors Planning Construction ARCNnECT. INC. 13e6 ovr Wa. •.• •07 • 6..,V, Fb••001.0 • mow 006)916-.1.3 • F•. a602e6473e ADDRESS PROJECT No SHEET No OF CALCULATED BY DATE CHECKED BY DATE GT - I 4?/7/ i ) Jog • • • A/CJ -I [(3 9 ,`'5'G) ( �.2 )( Ste, )174 KcP/. D Ps,c) (z')1..2!. 5 • A/U — ��g 'SF)(2.2)( /• „S ) e (45' ) (-z-2iz )(-2 .••• 41 •_ • • • • . .••••..•:, • • ..• ;•• •••••. • • • • • • • • • • • • • • •••••. • ••• • • • � r • •8,5,�•.••• •_ •. • 11 pk . • • •••• -• • •..•• • • • •.•.. • • •••••• 3✓. 11 WIND10 v3-20 Detailed Wind Load Design (Method 2) per ASCE 7-10 Description: Duplex 900-Legaliz Company Name: J.C.D. Analysis by: O.G. User Input Data Structure Type Building Basic Wind Speed (V) 175 mph Struc Category (I, II, III, or IV) I I Exposure (B, C, or D) Struc Nat Frequency (n1) 1 Hz Slope of Roof Slope of Roof (Theta) Type of Roof 3.0 14.0 Hipped :12 Deg Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 12.00 ft Width Perp. To Wind Dir (B) 63.00 ft Width Paral. To Wind Dir (L) 56.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.21 Flexible Structure No Calculated Parameters Humcane Prone Region (V>100 mph) Alpha = Table 6-2 Valugs .•. •1 11.tt)0j • • zg = 7oe.tJt t • •i •••• • • • • • • • • •-•-.• • • • • .. •-. - • . . • • • • At = • • Bt = 1.070 Bm = 0.800 Cc = 0.150 1= 650.00 ft Epsilon = 0.125 Zmin = 7.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm 0.6*Ht 7.20ft lzm Cc * (33/z)^0.167 0.1934 Lzm I*(zm/33)^Epsilon 537.36 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.9240 Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) 0.8879 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2010 J.C.D. 5/5/2017 • • • • •. • • • • • • • • • •• • • • • • • • •. • • • • .. • • ••.• • • • • •• • • • •• Page No. 1 of 4 12 5/5/2017 WIND10 v3-20 Detailed Wind Load Design (Method 2) per ASCE 7-10 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev ft Kz Kzt qz Ib/ft"2 Pressure (Ib/ft"2) Windward Wall* Leeward Wall Total Shear Moment +GCpi I -GCpi +GCpi 1 -GCpi +/-Gcpi (Kip) (Kip-ft) 15 1.03 1.00 68.65 34.33 1 59.04 -41.54 1 -16.82 75.86 71.69...537.68 Note: 1) Positive forces act toward the face and Negative forces act away from the face. : .•. Figure 6-6 - External Pressure Coefficients, Cp •• • Loads on Main Wind -Force Resisting System ;hod 2) tttttt1111' 14 sVariable Formula Value 1 Units Kh 2.01*(15/zg)^(2/Alpha) 1.03 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(V)^2*Kh*Kht*Kd 68.65 psf Khcc Comp & Clad: Table 6-3 Case 1 1.03 Qhcc .00256*VA2*Khcc*Kht*Kd 68.65 psf Wall Pressure Coefficients, Cp Surface Windward Wall (See Figure 6.5.12.2.1 for Pressures) Cp 0.8 • • ••• • •• • • • • • ••.• • •• • • • • •••• • •• •• . • •.•• • •• •• •••• • • • • • • • • • • • • • • • • •• • Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal to 63 ft Face Additional Runs may be req'd for other wind directions Cp Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Normal to 63 ft wall) Leeward Walls (Wind Dir Normal to 56 ft wall) Side Walls - 0.50 -0.48 - 0.70 -41.54 -40.08 - 53.21 -16.82 - 15.36 - 28.49 Roof - Wind Normal to Ridge (Theta>=10) - for Wind Normal to 63 ft face Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward only) - 0.54 -0.04 -0.46 - 0.54 -0.46 0.80 Developed by Meca Enterprises, Inc. Copyright 2010 J.C.D. - 43.87 -14.46 -39.20 -31.51 - 26.84 46.69 -19.15 10.26 -14.49 -31.51 - 26.84 46.69 • • • ••• • • • • • Page No. 2 of 4 13 WIND10 v3-20 Detailed Wind Load Design (Method 2) per ASCE 7-10 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 56 ft face Dist from Windward Edge: 0 ft to 24 ft - Max Cp Dist from Windward Edge: 0 ft to 6 ft - Min Cp Dist from Windward Edge: 6 ft to 12 ft - Min Cp Dist from Windward Edge: 12 ft to 24 ft - Min Cp Dist from Windward Edge: > 24 ft * Horizontal distance from windward edge - 0.18 - 0.90 -0.90 - 0.50 - 0.30 - 22.86 - 64.88 - 64.88 - 41.54 - 29.86 Figure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01*(15/zg)^(2/Alpha) Kht = Topographic factor (Fig 6-2) Qh = 0.00256*(V)^2*Kh*Kht*Kd Theta = Angle of Roof 1.85 - 40.16 -40.16 - 16.82 -5.15 5/5/2017 •Y•• • • • • •••• • • • . •• • • • • • • •• • • • •• . • • • • •••• .. . • • • • • • • = 1.03 •••• • •• • . = 1.00 •••• • = 68.65 •• •' •••• • = 14.0 Deg . . • •'. • • • • • • • .• . ..• • • • Comer Cane Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 68.65 20.46 45.17 2 -0.69 0.18 -0.18 68.65 -59.73 _ -35.01 _ -17.58 3 -0.44 0.18 -0.18 68.65 -42.29 4 -0.37 0.18 -0.18 68.65 -38.03 -13.32 5 -0.45 0.18 -0.18 68.65 -43.25 -18.54 6 -0.45 0.18 -0.18 68.65 -43.25 -18.54 1E 0.72 0.18 -0.18 68.65 37.35 62.06 2E -1.07 0.18 -0.18 68.65 -85.82 -61.10 3E -0.63 0.18 -0.18 68.65 -55.34 -30.62 4E -0.56 0.18 -0.18 68.65 -50.53 -25.81 * p = qh * (GCpf - GCpi) Figure 6-11 - External Pressure Coefficients, GCp Developed by Meca Enterprises, Inc. Copyright 2010 J.C.D. Page No. 3 of 4 14 WIND10 v3-20 Detailed Wind Load Design (Method 2) per ASCE 7-10 Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.8 =_> 5/5/2017 • • •. • • • • • • • • • • •• • • • • • • • • • • •. • • •••• •• . • • a • • • • •.•. • .. H d Roof • • 7�eheta<=27 •• ••• •. • •. •••• 4.80 ft Double Click on any data entry line to receive a help Screen • • • • • • • • • • • • ▪ • •• • a • • ••• • • • •• Component Width (ft) Span (ft) Area (ft"2) Zone GCp Nind Press (Ib/ft"2 Max Min Max Min T-1 2 22 161.33 1 0.30 -0.80 32.95 -67.28 T-1 2 22 161.33 2 0.30 -1.20 32.95 -94.74 T-1 2 22 161.33 3 0.30 -1.20 32.95 -94.74 0.00 OH 2 2 4.00 1H 0.50 -0.90 34.33 -61.79 OH 2 2 4.00 2H 0.50 -2.20 34.33 -151.04 OH 2 2 4.00 3H 0.50 -3.70 34.33 -254.02 0.00 Wall 1 12 48.00 4 0.88 -0.98 72.75 -79.62 Wall 1 12 48.00 5 0.88 -1.16 72.75 -91.96 0.00 GT-1 3.5 22 161.33 1 0.30 -0.80 32.95 -67.28 GT-1 3.5 22 161.33 2 0.30 -1.20 32.95 -94.74 GT-1 3.5 22 161.33 3 0.30 -1.20 32.95 -94.74 0.00 0.00 0.00 0.00 0.00 0.00 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2010 J.C.D. Page No. 4 of 4 15 JCD ARCHITECT, INC A.A. #26001560 1385 CORAL WAY SU # 207 TEL. # (3O5)285-4343 MIAMI, FL 33 145 FAX # (305)285-4330 WIND LOAD CALCULATIONS: PROJECT: DUPLEX 900, LLC. 1060 N.E. 106th STREET MIAMI SHORES FLORIDA 33138 ... • . . . .• .... . . . • ... .... . ... • .. . • .... .. . .. • .... . .. . . . . . .... .... • . . • • • • • • • • • • • • ..• ••• • • • .. Content page # 1.- Wind load pressures Main House 1-3 "uCT(,j L REVIEW APPROVED AT Juan C; David AR .L153 4 Date:, .MAY. - 8 . Z011 FULL ARCHITECTURAL SERVICES es RESIDENTIAL es COMMERCIAL at CUSTOM DESIGN cas LEED CERTIFICATION J UANCDAVI D@JCDARCH ITECT.COM ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Description: DUPLEX 900, LLC 1060 N.E. 105th ST 1 Analysis by: DV 1 User Input Data Calculated Parameters Structure Type Building Importance Factor 1 Basic Wind Speed (V) 175 mphHurricane Prone Region (V>100 mph) Struc Category (I, II, III, or IV IITable 6-2 Values _ Exposure (B, C, or D) CAlpha = 9.500 Struc Nat Frequency (n1) 1 Hzzg = 900.000 Slope of Roof Slope of Roof (Theta) 16.3 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.75 ft '• Ridge Height (RHt) 14.41 ftMean ` • l� Roof Height (Ht) . Width- • • • �ft At= •:ift Width Paral. To Wind Dir (L) 62.58 ft - Bt = 1; IS �• . I Bm= 0 : • Calculated Parameters _ Cc = ; • • Type Structureu 566.11 tofo Height/Least Horizontal Dim 0.23 -®_ • • to Flexible Structure No Zmin = 5.00 ' • • • • 1 '... . Gust Factor Category I: Rigid Structures - Simplified Method • •• Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33/z)^0.167 0.2281 Lzm I*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.9135 Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) 0.8795 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are usEl 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi 1 Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft Ht ' .' t 1 a a •... • •AlM • •_._• • • • • 7 << het = 27 '••" • • • •••• .. • • • .-. •••. . •• a = 5.128 ==> 5.13 ft •••• FACTORED ALLLiWABLE"' Component Area Zone GCp Wind Press (Ib/ft"2) Wind'Pi+ (Ib/tt"23 (ftA2) Max Min Max Min Fax . Mid••••• 1 20.00 4 0.95 -1.05 63.74 -69.40 38X ;-41.a. • 20.00 5 0.95 -1.29 63.74 -83.37 38.25 -50.02 ' .: A 30.83 4 0.91 -1.01 61.87 -67.52 37.12 -40.51 30.83 5 0.91 -1.23 61.87 -79.61 37.12 -47.77 B 13.00 4 0.98 -1.08 65.61 -71.27 39.37 -42.76 13.00 5 0.98 -1.36 65.61 -87.10 39.37 -52.26 C 9.00 4 1.00 -1.10 66.75 -72.41 40.05 -43.45 9.00 5 1.00 -1.40 66.75 -89.38 40.05 -53.63 D 9.86 4 1.00 -1.10 66.75 -72.41 40.05 -43.45 9.86 5 1.00 -1.40 66.75 -89.38 40.05 -53.63 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.buildinecodepvUQe.com • . . • ... • • • This NOA is being issued under the applicable rules and regulations governing the use of ecinstiarction $tateri�s. The documentation submitted has been reviewed by Miami -Dade County Product Controliii:vision and aooep+ed by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where Mewed by the Authority Having Jurisdiction (AHJ). . • . • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade county Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Count') r8serve tflM right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series -`SGD-2500" Aluminum Sliding Glass Door=N.It APPROVAL DOCUMENT: Drawing No.757, titled "Alum. Sliding Glass Door, Non -Impact", sheets 1 through 13 of 13, dated 09/08/04, with last revision "G" on 07/10/06, prepared by PGT, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING•IN a LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 03-0123.08 and consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. g 23 INOA`No 04=1220.05 Expiration Date: May 22, 2008 C-ApprovalDate: August 23,-2006 " " Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.757, titled "Alum. Sliding Glass Door, Non -Impact", sheets 1 through 13 of 13, dated 09/08/04, with last revision "G" on 07/10/06, prepared by PGT, signedand sealed by Robert L. Clark, P.E. • • • • • • B. TESTS • .. . . • . • 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 .... •. • 2) Uniform Static Air Pressure Test, Loading per FBC :TAS• 202-9.4 • 3) Water Resistance Test, per FBC, TAS 202-94 . . • • • • 4) Forced Entry Test, per FBC 2411 3.2.1 and TA 2 i2-94 • along with marked -up drawings and installation diagram of an 4unbnlim sliding.glass door, prepared by Fenestration Testing Laboratory, Test ReportNo.FTL • 01083(FTL3102), dated 6/18/01, signed and sealed by Luis FigutfedO, P.E • • •. ; 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 01084 (FTL-3116), dated 6/19/01, signed and sealed by Luis Figueredo, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 01085 (FTL-3117), dated 6/19/01, signed and sealed by Luis Figueredo, P.E. Additional test report No. FTL-3596 (FTL02080) for XXX configuration 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door (XXXO), prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4341, dated 9/28/04, signed and sealed by Edmundo Largaespada, P.E. 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door (XXXO), prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4273, dated 7/22/04, signed and sealed by Edmundo Largaespada, P.E. 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door (XXXO), prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4275, dated 07/22/04, signed and sealed by Edmundo Largaespada, P.E. Jaime D. &ascon, P.E. Chief, Product Control Division NOA No 04-1220.05 Expiration Date: May 22, 2008 Approval Date: August 23, 2006 E-1 . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door (XXXO), prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4277, dated 07/23/04, signed and sealed by Edmundo Largaespada, P.E. •• • • • • 8. Test reports on 1) Uniform Static Air Pressure Test, Loading pet F1jC• TAS 202 94 along with marked -up drawings and installation diagram of an aluminum slid�ng�$lass door (XXXO), prepared by Fenestration Testing Laboratory, Te4t, pert No. FIL- 4278, dated 07/23/04, signed and sealed by Edmundo Largaespada, R,E. . • • 9. Test reports on 1) Uniform Static Air Pressure Test, Loading per Foe, TAS'20294 along with marked -up drawings and installation diagram of an AT:Man sliditi glass door (XXXO), prepared by Fenestration Testing Laboratory, Test,Rppprt No. tL- 4280, dated 07/26/04, signed and sealed by Edmundo Largaespada, P.E. 10. Test reports on 1) Uniform Static Air Pressure Test, Loading perFB•@ TAS:2.0-99.4 along with marked -up drawings and installation diagram of an aldthindm slitlfiig glass door (XXXO), prepared by Fenestration Testing Laboratory, Test Report No. FTl- 4285, dated 07/23/04, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Revised Comparative analysis & anchor verification calculations signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTM E-1300-98. D. QUALITY ASSURANCE BY: 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, and "No financial interest" dated 1/7/03, signed and sealed by Robert L. Clark, P.E. (Submitted under NOA No. 03-0123.08) 2. Laboratory compliance letter, as part of Test Report no. FTL 3102, FTL 3116, FTL 3117, FTL 3596, FTL 4273, FTL 4275, FTL 4277, FTL 4278, FTL 4280, FTL 4285 and FTL 4341, issued by Fenestration Testing Laboratory. G. OTHER • 1. This NOA revises NOA 03-0123.08, expiring May 22, 2008. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 04-1220.05 Expiration Date: May 22, 2008 Approval Date: August 23, 2006 E-2 GENERAL NOTES: NON -IMPACT SLIDING GLASS DOOR AND 60" COUNTER TOP UNIT. 1. GLAZING OPTIONS: A. 3/16" ANNEALED GLASS. 60" HIGH COUNTER TOP APPLICATION ONLY, TEST REPORT FTL-4278. B. 3/16" TEMPERED GLASS. TEST REPORTS FTL-3116, FTL3117 AND FTL-4277. C. 1/4" TEMPERED GLASS. TEST REPORT FTL-3102. D. 5/8" INSULATED GLASS (I.G.); (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/4" AIR SPACE. TEST REPORTS FTL-4273, FTL-4275, FTL-4280, FTL-4285 AND FTL-4341. 2. CONFIGURATIONS: SEE SHEET 4. 3. DESIGN PRESSURES: SEE TABLES 1-3 ON SHEETS 2 AND 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS, SEE SHEETS 12 AND 13. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED.. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. 7. REFERENCE TEST REPORTS: FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275, FTL-4277, FTL-4278, FTL-4280, FTL-4285 AND FTL-4341. 3/16' ANNEALED GLASS (FOR COUNTER TOP APPLICATION ONLY) OR 3/16" TEMPERED GLASS sevea aY F.K. Revs) N- F.K. Dare Dore 03/02/05 Dee 07/10/06 3/8" GLASS BITE 3/16" MONOLITHIC GLASS R.Nsbu' R.N,Ms' Rensima• G 1/4" TEMPERED GLASS H 3/8" GLASS BITE 1/4" MONOLITHIC GLASS REDRa;VN. .iDOl. G. GLASS. P,iriUH ,¢ CV;,NTER rO7' LLVIT REVISE NOTES 3 (DPs),4 4 (ANCHORAGE) SHOW AIR SPACER I.G. GLAZING DETAIL bean By. IA. Cf8 hS By. Date: F.K. 09/08/04 J.J. 04/02376 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3/16" TEMPERED GLASS PGT Visibly Bruer A AIR SPACE 3/16" TEMPERED GLASS 3/8" GLASS BITE • • •• • • • • • • • • •• • • • • • • • • NOM. 5/8" I.G. • • •• ..• .518" rG:GLOSS • ••' • • • • • • • • • • AOT.E4, GLAZTNc & A AP: • • •. • • • ALUM. SLIDING • • • • • • • .• • • ..• • GLASS DOOR, NON -IMPACT Serksvoan4 I Sm. 5aet �esnpra SG02500 NTS I 1 W 13 757 • • • • • • • • • • • • • • • • • 1rY ••-• •— • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • G NOA DRAWING MAP GENERAL NOTES GLAZING DETAILS DESIGN PRESSURES CONFIGURATIONS ELEVATIONS 5 VERT. SECTIONS 6 HORIZ. SECTIONS 7 "X" & "0" CLIP INSTALL8 PARTS LIST EXTRUSIONS ANCHORAGE SHEET 1 1 2-3 4 9 10-11 12-13 MtODDCT REVISED as complying •Uh the VIM& DuidlgCede Acceptance No Oki- 1 2. w'uS EtpBetio. Doe By Mk de Prodnd Ceou•1 ovule• Robert L. Clark, P.E. PE #38712 Structural COMPARATIVE ANALYSIS: A. FTL-4278; 3/16" ANNEALED (COUNTER TOP APPLICATION ONLY) TABLE 1. >EXTENDED SILL, 2 1/2" HIGH B. FTL-3117 & FTL-4277; 3/16" TEMPERED >SINGLE/SINGLE INTERLOCK D. FTL-4280 & FTL-4285; 5/8" TEMPERED I.G. (3/16"T, 1/4"SPACE, 3/167) >NO REINFORCEMENT (SEE SECTIONS C-C AND D-D DETAILS, SHEET 7 OF 13) NOM. PANEL OVER-ALL UNIT HEIGHT - WIDTH 36" (3°) 42„ (36) 48" (4°) t, 1r(46) i .60" (5°) I 72" (6°) 80" (68) 84" (7°) 90" (76) 96" (8°) A +65.3 -99.0 +65.3 -85.7 +65.3 -74.6 +65.3 -66.7 +61.1 -61.1 24" (2°) B +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -112.0 +65.3 -98.8 +65.3 -70.0 +64.6 -64.6 +60.0 -60.0 D +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -121.3 +65.3 -107.1 +65.3 -80.0 +65.3 -73.8 +65.3 -68.6 A +65.3 -78.9 +65.3 -66.8 +57.3 -57.3 +50.0 -50.0 +44.3 -44.3 30" (26) B +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -119.5 +65.3 -94.3 +65.3 -82.7 +58.4 -58.4 +53.8 -53.8 +49.8 -49.8 D +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -129.4 +65.3 -102.2 +65.3 -89.6 +65.3 -66.8 +61.4 -61.4 +56.9 -56.9 A +65.3 -68.1 +58.8 -58.8 +50.7 -50.7 +44.3 -44.3 +39.4 -39.4 3fi 3°) B +65.3 -106.7 _+65.3�,106.7 +65.3 -106.7 +65.3' -106. • +65.3 -106.7 +65.3 -83.0 +65.3 -72.3 +50.9 -50.9 +46.7 -46.7 +43.1 -43.1 D +65.3 -115.6 +65.3 -115.6 +65.3 -115.6 +65.3 -115.6 +65.3 -115.6 +65.3 -89.9 +65.3 -78.3 +58.2 -58.2 +53.3 -53.3 +49.2 -49.2 A +58.5 -58.5 +52.7 -52.7 +46.7 -46.7 +41.0 -41.0 +37.3 -37.3 4�r 2_(36) •.4 1B +65.3 -80.0 +65.3 -78 +65.3 -78.4 +65.3 -78.4 r+65.3 -78"4` +65.3 -75.3 +65.1 -65.1 +45.7 -45.7 +41.7 -41.7 +38.4 -38.4 D +65.3 -86.7 +65.3 -84.9 +65.3 -84.9 +65.3 -84.9 +65.3 -84.9 +65.3 -81.6 +65.3 -70.5 +52.2 -52.2 +47.7 -47.7 +43.9 -43.9 A +50.4 -50.4 +46.3 -46.3 +42.8 -42.8 +38.5 -38.5 +34.7 -34.7 48" (4°) B +64.0 -64.0 +61.0 -61.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +42.0 -42.0 +38.2 -38.2 +35.0 -35 0 D +65.3 -69.3 +65.3 -66.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +48.0 -48.0 +43.6 -43.6 +40.0 -40.0 NOTES: 1. USE OF STANDARD 1 3/4" SILL LIMITS POSITIVE DESIGN PRESSURE TO +35.3 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE UNCHANGED. 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE SHOWN IN TABLE 1 FOR THE RESPECTIVE SIZE. r K. By: K. R.. 8y F.K. Roved By F.K. Dots, O/.1)004 03/02/05 mi.: 07/10/06 • • • • • • • • • • • • • • • • • • • • • Rweians: RsWon. F RMm.s: G UPDATED. ADDLD ANNEALED AND I.O. GLASS ADD LOCATION OF REINFORCEMENT DETAIL NO CHANGES THIS SHEET dawn By Dew. 0M *.O M Bale: F.K. 09/08/04 JJ. 04,02/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 13 Visibly Better •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • dan• a: • • • • • w • •DESIGIIPi ESSLa44S, jVdREfts4OI?ctMENT ALUM.•SLIDING GLASS DOOR, NON -IMPACT SenwWowo Snow SGD2500 NTS Slwat IDernowng 2 d 13 757 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • G uo • OS }z ri� x 1•~ c�r:;.lw„lea 4Ht';ss,r. RODeA L. Clark, P.E. PE #39712 Structural COMPARATIVE ANALYSIS: B. FTL-3116; 3/16" TEMPERED D. FTL-4341; 5/8" TEMPERED I.G. (3/16"T,1/4"SPACE,3/16"T) C-C AND D-D (SINGLE) DETAILS, SHEET 7 OF 13) TABLE 2. >EXTENDED >SINGLE/SINGLE >FULL REINFORCEMENT SILL, 2 1/2" HIGH INTERLOCK (SEE SECTIONS NOM. PANEL WIDTH OVER-ALL UNIT HEIGHT 36" (3°) 42" (36) 48" (4) 54" (46) 60" (5°) 72„ (6°) 80„ (68) 64„ (7°) 90„ (76) 96„ (8°) 24" (2°) B,D +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -120.0 +65.3 -105.9 +65.3 -100.0 +65.3 -92.3 +65.3 -85.7 30" (26) B,D +65.3 -128.0 +65.3 -128.0 +65.3 -128.0 +65.3 -128.0 +65.3 -128.0 +65.3 -101.1 +65.3 -88.6 +65.3 -83.5 +65.3 -76.8 +65.3 -71.1 36" (3°) B,D +65.3 -88.9 +65.3 -88.9 +65.3 -88.9 +65.3 -88.9 +65.3 -88.9 +65.3 -88.9 +65.3 -77.4 +65.3 -72.7 +65.3 -66.7 +61.5 -61.5 42" (36) B,D +65.3 -66.7 +65.3 -65.3 +65.3 -65.3 +65.3 -65.3 +65.3 -65.3 +65.3 -65.3 +65.3 -65.3 +65.3 -65.3 +59.6 -59.6 +54.9 -54.9 48" (4°) B,D +53.3 -53.3 +50.8 -50.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 COMPARATIVE ANALYSIS: C. FTL-3102; 1/4" TEMPERED D. FTL4273 & FTL-4275; 5/8" TEMPERED I.G. (3/16"T, 1/4"SPACE, 3/16"T) B-B, C-C AND D-D (DOUBLE) DETAILS, SHEET 7 OF 13) TABLE 3. >EXTENDED >SINGLE/DOUBLE >FULL REINFORCEMENT SILL, 2 112" HIGH INTERLOCK (OUTSIDE) (SEE SECTIONS NOM. PANEL WIDTH OVER-ALL UNIT HEIGHT 36- (3o) 42" (36) 48" (4) 54" (46) 60" (5°) 72" (6) 80" (68) 84„ (7o) 90„ (76) 96„ (8°) 24" (2°) C +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -127.1 +65.3 -120.0 +65.3 -110.8 +65.3 -102.9 D +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -120.0 +65.3 -111.4 C +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 +65.3 i 30" (26) -130.0 -130.0 +65.3 -121.3 +65.3 -106.3 +65.3 -100.2 +65.3 -92.2 +65.3 -85.3 D +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -130.0 +65.3 -115.2 +65.3 -108.5 +65.3 -99.8 +65.3 -92.4 36" (3°) C +65.3 -106.7 +65.3 -106.7 +65.3 -106.7 +65.3 -106.7 +65.3 -106.7 +65.3 -106.7 +65.3 -92.9 +65.3 -87.3 +65.3 -80.0 +65.3 -73.8 D +65.3 -115.6 +65.3 -115.6 +65.3 -115.6 +65.3 -115.6 +65.3 -115.6 +65.3 -115.6 +65.3 -100.6 +65.3 -94.5 +65.3 -86.7 +65.3 -80.0 42" (36) C +65.3 -80.0 +65.3 -78.4 +65.3 -78.4 +65.3 -78.4 +65.3 -78.4 +65.3 -78.4 +65.3 -78.4 +65.3 -78.4 +65.3 -71.6 +65.3 -65.8 D +65.3 -86.7 +65.3 -84.9 +65.3 -84.9 +65.3 -84.9 +65.3 -84.9 +65.3 -84.9 +65.3 -84.9 +65.3 -84.9 +65.3 -77.5 +65.3 -71.3 48" (4°) C +64.0 -64.0 +61.0 -61.0 +60.0 -60.0 +60.0 -so.0 +60.0 -60.0 +60.0 -60.0 +60.0 • 1a.0 - • + 140.01 • -c0.9 • • • +60r0 :so•o • • • • +60.0 -60.0 D +65.3 -69.3 +65.3 -66.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 SW ,05.1 45.4 1:65r:65.e •+65.0 -65.0 NOTES: 1. USE OF STANDARD 1 3/4" SILL LIMITS POSITIVE DESIGN PRESSURE TO +35.3 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE UNCHANGED. 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH CASE POSITIVE DESIGN PRESSjJRF. EQUALS TINE NEGATIVE DESIGN PRESSURE SHOWN IN THE TABLES ABOVE FOR THE RESPECTIVE SIZE. • • • • • e • • Rs. Ely: K. Rs. Syr F.K. Rev day F.K. F.K. Orr 09/OA,T;4 beg: 03/02/05 owe: 07/10/06 Care 09/08/04 Revisiw: E R"Nela,e: "Nelw: Chen. By. J.J. UPDATCD.AND 1017ED 1 G GLASS ADD LOCATION OF REINFORCEMENT DETAIL NO CHANGES THIS SHEET 04/02/06 L • ••• • • • 1070 TECHNOLOGY DRIVE T:Eft SIC PI ESS1 R6S,IRE/NFORCED• NOKOMIS, FL 34775 �>• • • • • • • • • ALUM. SLIDING GLASS DOOR, NON -IMPACT P.O BOX1529 NOKOMIS, FL 34274 Visibly Better SGD2500 NTS 3 a 13 757 • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • G PRODUCT REVDJCD BiddingP wlsNoPlerid• AeteptaDa No 04-1220. OS Expiration Dah�xS-rg BY Miami Pie rolYeftControl Divisi CL--• L.,Clark. P.E. PE 939712 Structural 1 PANEL 1 TRACK SINGLE POCKET 6--8G � 9 xo 3 PANEL 2 TRACK BY-PASS b OX ❑2 pxxo Qs 2 PANEL 2 TRACK BY-PASS 3 PANEL 2 TRACK SINGLE POCKET I rr_C1 b d pXXp Q 2 PANEL 1 TRACK DOUBLE POCKET OXX 10 3 PANEL 2 TRACK BY-PASS a XX ® pXX 11 2 PANEL 2 TRACK BY-PASS 3 PANEL 2 TRACK BY-PASS ❑5 0000 12 2 PANEL 2 TRACK SINGLE POCKET Rem, ay K. XOX 3 PANEL 2 TRACK BY-PASS 4 PANEL 2 TRACK BY-PASS • INTERIOR (ALL CONFIGURATIONS) • EXTERIOR TABLE 5. OVERALL DOOR WIDTH CONFIGURATION PANELS TRACKS DIM. 1 Xp OR pX 1 1 48 9/16 2 OX or X0 BY-PASS 2 2 96 1/8 3 pXXp 2 1 96 1/16 4 XX BY-PASS 2 2 96 1/8 5 pXXorXXp 2 2 95 1/16 6 XOX BY-PASS 3 2 142 5/8 7 000 3 2 142 5/8 8 OXO BY-PASS 3 2 144 11/16 9 pXXO or OXXp 3 2 143 5/8 10 OXX or XXO BY-PASS 3 2 144 11/16 11 OXX orXXO BY-PASS 3 2 144 11/16 12 0000 4 2 191 3/16 13 OXXO BY-PASS 4 2 191 3/16 14 OXXXp or pXXXO 4 2 190 1/16 15 pXXXX or XXXXp BY-PASS 4 2 190 1/16 16 XXXX BY-PASS 4 2 191 3/16 17 pXXXXp 4 2 189 OVERALL WIDTH, SEE TABLE ABOVE pXXXX 15 4 PANEL 2 TRACK FIXED 4 PANEL 2 TRACK SINGLE POCKET / BY-PASS oxxo 000 W OXXXp 14 3 PANEL 2 TRACK FIXED 4 PANEL 2 TRACK BY-PASS / SINGLE POCKET bY: Or1109:04 RBYUMS E NEW Si ICET Rea al, F.K. Re. By F.K. Oaf 03/02/05 Dab' 07/10/06 R.MBwnR. F Re.Gb,R, REMOVE 4 TRACK CONFIGURATIONS REMOVE CONFIG. WITH MORE THAN 4 PANELS OR 3 TRACKS awnay O.1% fheCIed ay Dater F.K. 09/08/04 J.J. 04/02/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 XXXX 16 4 PANEL 2 TRACK BY-PASS •• • • • • • • • • •• • • • • • • • • y�J�4} • • • • pXXXXp 17 4 PANEL 2 TRACK DOUBLE POCKET • ••• • • • • • • • • • • • • - • • • P T• EXAMhEtCtInG©R4TIoN 1IIGDAIIS • Y'• • • • • • • • ALUM. SLIDING GLASS DOOR, NON -IMPACT Visibly Amer Serlaanuocia SGO2500 NTS 4 d 13 • • • • • • • • • • • • • • • • • • • it • • • • • • • • • • • •• •• • • • • • • • • • • • • 757 r • • • • • •• • R..: G PAODYCTR 13 CONDOM TOkb et MOM Accepgcce _- 1220 •OS BapiaztieD pat 2 U % Ci6 abort L'Clerk, P.E. PE It39712 Structural 39" TYP. L Revd BY TK. Revd By F.K. Asyut BY F.K. 44 1/8" MAX. DAYLIGHT OPENING FOR 48" NOMINAL, ALL CONFIGURATIONS SEE MAX. WIDTH TABLE pXXO or OXXp (COUNTER TOP UNIT) w 0 U 0 // // t- Y 0 0 a SEE MAX. WIDTH TABLE Xp or pX 0aS 01'07i'Od De4' 03/02/05 Dee: 07/10/06 Dram By: Date: F.K. 09/06/04 ReWYom: C Revision: F Re G : SEE MAX. WIDTH TABLE —� pXXp U O a // // j+— SEE MAX. WIDTH TABLE —� OX or XO REDRAW FLEVATIONS NO CHANGES THIS SHEET NO CHANGES THIS SHEET a.creear. ore: J.J. 04/02/06 POCKET iI // // e // // �4. i 6 0 DAYLIGHT MK OPENING HEIG 1 SEE MAX. WIDTH TABLE _ pXXXO or OXXXp (COUNTER TOP UNIT) 0 / J75L4 MAX. AYLIGHT ao MA:PENING HEIG [ SEE MAX. WIDTH TABLE pXXXO or OXXXp w oO a // // // •• ••• • • • • // • • • •• • • • 91 DAYL DAYLIGHT OPENING • • • • • 3/4" 96 HEIG • • • •• ••• •• • •I• •• SEE MAX. WIDTH TABLE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 60X 1529 NOKOMIS, FL 34274 HT HT HT pXXXO or OXXXp • • • • • • • •• •• • • • • • P —�--ptXAM44 E EDA1:0111S • ••• • • •: ALUM. SLIDING GLASS DOOR, NON -IMPACT Visibly Better *Moe a'""` SG02500 NTS 5 a 13 ••• • • • • •-•• era 757 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ae, G NOTE: SEE MAXIMUM WIDTH TABLES FOR ALL AVAILABLE CONFIG- URATIONS ON SHEET 4 OF 13. PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 220.OS Esplrstiea Date 0 M Midge obert l/Clark. P E. PE #39712 Structural Reed ay: MAX. HEIGHT ALL CONFIG. 09;oe;04 ReraM•' VERTICAL SECT. STANDARD SILL PEPFn INN MAX. DAYLIGHT OPENING ALL CONFIG. 1 3/4" Rend Sr F.K. Rend BT F K. 03/02/05 07/10/06 Revisions' F Revisions - REMOVE 3 TRACK FRAME ITEM NUMBERS SHOW I G. AIR SPACER AND REMOVE 3-TRACK ITEM NOS. bexn BY ale: Checked Sy ate. F.K. 09/08/04 J.J. 04/02/06 1] • VERTICAL SECO EXTENDED SILL Jli 2 1/2" • • errL• • • • "ti 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 3<274 • • • • • • . . W2TICAL SECT. INTERIOR SILL • ••• • .•. • • • • • • • • . • •.- • • • • • • • • PC; Visibly Better • • • • YERTICAI SEniCSNg • • ••• • ALUM. SLIDING GLASS DOOR, NON -IMPACT SG02500 1/2 6 d 13 • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • u,+o Na 757 G PRODUCT g wickREVIEW the PkAds Ouldiug Code Acceptance No Ui- 120.0S Expiration Oate • S 2 0 x 7/ Robert L. Clark, P.E. PE 639712 Structural ITEMS 45 & 46 REQ'D ALL DOORS IN TABLE 3, SHT. 3 SECT. A -A SECT. B-B SECT. B-B MOVABLE INTERLOCK DOUBLE AT P-HOOK INTERLOCK (XX) X NOT REQ'D FOR DOORS IN TABLE 1, SHT. 2 REQ'D FOR ALL DOORS IN TABLES 2 & 3, SHT. 3 X OR 0 Revsd BY: Fk SECT. C-C LOCKSTILE AT ASTRAGAL Oaro: 09 U004 Rermons: E REDRAWN X Roved BY F.K. Awed LN F.K. 03/02/05 Oar 07/10/06 Dale 09/08/04 F Revision*. G Chemed By. J.J. CLARIFY FIXED, ACTIVE PANEL AND REINFORCEMENT OPTIONS SHOW I.G. AIR SPACER IN ALL SECTIONS Dale: 04/02/06 SECT. C-C ITEMS 45 & 46 REQ'D ALL DOORS IN TABLE 3, SHT. 3 SECT. D-D SECT. E-E SECT. E-E LOCKSTILE AT JAMB SECT. D-D IF DOUBLE INTERLOCK (00) ITEMS 45 & 46 REQ'D ALL DOORS IN TABLE 3, SHT. 3 SECT. D-D IF DOUBLE INTERLOCK (XX) AIR SPACER, TYP. ALL SECTIONS NOT REQ'D FOR DOORS IN TABLE 1, SHT. 2 REQ'D FOR ALL DOORS IN TABLE 2, SHT. 3 SECT D-q smiLE CITERC©CK (p X Q2 OX) • • • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 HORIZONTAL SECFIONS • ALUM. SLIDING GLASS DOOR, NON -IMPACT Visibly Better • • S:D•2500 • •• •• 1/2 7 > 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • he 757 as, INTERIOR (ALL SECTIONS) EXTERIOR X OR 0 hmmaa „ _ USED ONLY WITH PANEL, PANEL, 0111 pkODocTREVISED ae cempb4ng whY dog Fletld0 Buidicg Code Acceptance No 22.0 • OS Es xatipo Date 1 U `S BY. Miami de Psodoil Coolrol Divisiau 0 abort L. Clark, P.E. PE e39712 Structural • (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO IT'S RESPECTIVE SILL TRACK Revs(1By: r K. Dare: 09/05/04 Ramis/ma: SPDATED FIXED CLIPS (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB OPERABLE PANELS Revers By FK. Roved By FK. preen By F.K. Deb: 03/02/05 Dab: 07/10/06 flaky 09/08/04 Revisions. F Rensime: G °Waal fly, J.J. NO CHANGES THIS SHEET NO CHANGES THIS SHEET 04/02496 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.BOX 1529 NOKO0 MIS. FL 34274 INSTALL W/ #10x1' SMS (2) (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD (1) FIXED PANEL CLIP BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL FIXED PANELS •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • ••• • ••• • • • • • • • • • • • • • • Visibly Better • • • • • • • • • • • •• •• • • • • • trAti4CL.IP & FIX4D CLIPS INSTALLATION ma • • •• • ALUM. SLIDING GLASS DOOR, NON -IMPACT s....+.oen: SGD2500 1/2 • •—••• RnON 8 a 13 757 G INSTALL W/ #10x1" SMS (4) RE -INSTALL #10x 3/4" PANEL SCREWS (2) RE -INSTALL 1/4-20 PANEL SCREW (1) INSTALL W/ #10x1' SMS (4) ISOOOL'T MORD aa•oplybgwith d Merits Baidios Code Arcrphnce No LLO. OS Expiration hate 12 / O g BY Midis //y obert L Clark. P.E. PE #39712 Structural • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • MONOLITHIC GLASS PANELS ITEM DWG # FAR# DESCRIPTION PGT# 708 708-1 LOCKSTILE 69362 2 3 4 6 705 705-1 LATCH ASSEMBLY (LOCK) LATCH ASSEMBLY (DUMMY) #10-32 X 1.25 PH. FL. MS (LATCH) INTERLOCK (STD.) 7LOCK 7DUMY 71114K 69409 7 1119 #10 X .750 PH. PN. SMS - S.S. 7S134X 8 1/4-20 X 1.125 PH. PN. MS 71420X 1 18PPMSX 9 1209 WSTP, .187 X 320 - PILE 6FELTK 11 706 706-1 TOP RAIL 68172 12 1281 WSTP, .187 X .290 FIN SEAL 6128I W 13 725B TOP PANEL GUIDE 41801 15 707C 707A-I BOTTOM RAIL. 68173 16 1209 WSTP, .187 X 320 - PILE 6FELTK 17 726 BOTTOM PANEL GUIDE 41802 18 661 SINGLE ROLLER ASSY. 7SRAZ 19 661 SINGI.E ROLLER ASSY. - S.S. 7SRAX 20 683 TANDEM ROLLER ASSY. 7683Z 21 683 TANDEM ROLLER ASSY. - S.S. 7683SS 23 609 609-1 ASTRAGAL 68315 24 25 720 1281 ASTRAGAL(H.D.) WSTP, .187 X .290 FIN SEAL 69492 61281 W 26 653 LATCH KEEPER 7SDKEEP 27 653 LATCH KEEPER - S.S. 7SDKEEPX 28 #8 X .312 PH. TR. SMS 78X56A 29 729 JAMB BUMPER 72087K 30 #6 X .375 PH. PN. SMS 76X38PPA 31 33 34 663/664 734 1209 734-1 BUMPER SHIM (.030 OR .060) DOUBLE INTERLOCK (STD.) WSTP, .187 X 320 - PILE 41831 69494 6FELTK 36 1007 GLAZING VINYL - 3/16 6'F304 37 GLAZING VINYL - 1/4 614GLK 70 3/16" ANNEALED GLASS 71 3/16" TEMPERED GLASS 72 1/4" TEMPERED GLASS INSULATED GLASS PANELS ITEM DWG# FAB# DESCRIPTION PGT# 101 736 736-1 LOCKSTILE 60392 2 3 4 106 7 735 1119 735-1 LATCH ASSEMBI.Y (LOCK) LATCH ASSEMBLYIDUMMY) # 10-32 X 1.25 PH. FL. MS (LATCH) INTERLOCK (STD.) 1110 X .750 PH. PN. SMS - S.S. 7LOCK 7DUMY 71114(K,W) 60393 7S 134 X 8 1/4-20 X 1.125 PH. PN. MS 71420X 118PPMSX 9 1209 WSTP, .187 X 320 - PILE 6FF.I.TK 111 618 618-1 TOP RAIL 69088 12 1281 WSTP, .187 X .290 FIN SEAL 61281W 13 725B TOP PANEL GUIDE 41801 115 619 619-1 BOTTOM RAIL 69089 16 1209 WSTP, .187 X 320 - PILE 6FELTK 17 726 BOTTOM PANEL GUIDE 41802 118 683 TANDEM ROLLER ASSY. 7683Z 119 683 TANDEM ROLLER ASSY. - S.S. 7683SS 121 737 737-1 ASTRAGAL 60394 25 1281 WSTP, .187 X .290 FIN SEAL 61281 W 26 653 LATCH KEEPER 7SDKEEP 27 653 LATCH KEEPER - S.S. 7SDKEEPX 28 #8 X .312 PH. TR. SMS 78X56A 29 729 JAMB BUMPER 72087K 30 #6 X .375 PH. PN. SMS 76X38PPA 31 130 663/664 BUMPER SHIM (.030 OR .060) 5/8" I.G. GLASS; 3/16" TEMPERED 1/4" SPACE, 3/16" TEMPERED 41831 131 1006 GLAZING VINYL - INSULATED GLASS 658GLK 34 1209 WSTP, .187 X 320 -PILE 6FELTK 134 745 745-1 DOUBLE INTERLOCK (STD.) 60551 COMMON ITEMS ITEM DWG# FAB# DESCRIPTION PGT# ITEM DWG# FAB# DESCRIPTION 42 645 45 46 49 755 1214 749 ADD -ON STILE (OXO ONLY) 1/2 X 1 5/8 REINF. - ALUM 1/2 X 1 1/4 REINF. - ALUM. REINFORCEMENT SPRING CLIP 69112 6755M 61214M 7BRKTM25 51 52 53 54 1040 1040-2 1016 MORTICE LOCK (DEAD LATCH) MORTICE LOCK (DEAD LATCH) S.S. CYLINDER/HOUSING ASSY. (MORTICE) #8 X .625 PH. FL. SMS 71040 71040X 70288K 7858ZA 55 56 57 58 60 61 62 657 1045 659 1239 665 522 Rewa1' Owe: Revhbnr K 09/08/04 E UPDATED BACKING PLATE (MORTICE) MORTICE HANDLE SET COVER PLATE MORTICE LATCH KEEPER 3/16" APPLIED MUNTIN COLONIAL ENDPIECE COLONIAL INTERSECTION 41830N 71045 7VT43 7SDSP5X1 68421 41628 41630 Roved BY F.K. bate: 03/0205 F ADD ITEM 90 Rend Ry F Revhbrn O F.K. REMOVE ITEMS 79. B0 8 B1 (3-TRACK FRAME) Drawn By: ate: Clecte4 By. Dow F.K. 09/08/04 J.J. 04/02/06 07/10r06 PGT# 63 124 64 66 67 1240 754 756 APPLIED COLONIAL MUNTIN 1/16 X 1 FLATBAR TRACK CLIP GUIDE TRACK CLIP COVER 66631 68926T52 4!754 B/ W 6756B/W 68 69 70 71 72 73 74 76 77 78 90 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 740 722A 702 • • 703 704 • 637••• 717 717B 646 • • • • • •• #6 X 3/8 PP SMS 08-8 SS) HOOKSTRIP (P-HOOK) HIGH-RISE TRACK ADAPTER 2-TRACK HEAD • • • • 2114:CKI X:ERIOR.SBI. 2AFRACK%AMB • • • • • • L2-i4aCKily"IrtRpRpLI. • 114 • V' FIXED PANEL CLIP, TOP FIXED PANEL CLIP, BOTTOM FIXED PANEL BRACKET #CX 1/2 IiPS@1S • • • Visibly Better • • • • • • • • • • • •• •• • • • • • • • R ITS.LIgTS •: 76X38PPAX 63713 69371 68179 6703B 68180 68275 7LA I3A 7717FPCA 41814 76X 12A tm, • • • • • ALUM. SLIDING GLASS DOOR, NON -IMPACT 0(02500 NTS 9 13 • •r• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • Erwmp 757 IRS PRODUCT REVISED ncoetpUled with the Florida Redding Code Accoplaace No - 210 •OS ExpiralLDaw OS 2 O51 BY Min DIe41e• Rob .A L. Clark. P.E. PE #39712 Structural RMd By Rene Br F.K. Rwsaey: F.K. �{ 1.036 f�-- I.G. TOP RAIL MAT'L: 6063-T5 #618 T-- I .890 i-- .062 T 1.375 TOP RAIL MAT'L: 6063-T5 1 #706 �{ 1.036 I�--- f 2.438 �I .890 ♦+- I.G. BOTTOM RAIL MAT'L: 6063-T6 #619 .500 1.611 0 REINFORCEMENT MAT L: 6063-T6 #755 oat.: 09108iO4 R.rnbns: E .062 -�I499i� .062 I II 2.438 �j .890 ♦-� BOTTOM RAIL MATL: 6063-T5 �\ #707 46 I G. DOUBLE INTERLOCK � MATL:6063-T6 41 #745 .062 REINFORCEMENT MAIL: 6063-T6 #1214 REDRAWN AND UPDATED STD. DOUBLE INTERLOCK MAT'L: 6063-T6 #734 h.-- 2.562 1.09E L 2.845 D.0 03/02/05 F NO CHANGES THIS SHEET 07/10/06 Revisions' G NO CHANGES THIS SHEET Drawn Ely. Dale' Checked Sy D.. F.K. 09/08/04 J.J. 04/02/06 L. I I.G. ASTRAGAL MAT'L: 6063-T6 #737 1- 1.575 .125 ��- 2.437 -1 .062 -� 1.032 I.G. LOCKST LE1 MAT'L: 6063-T6 #736 f IJ 2.437 -►� 1 .062 1.032 STD. LOCKING STILE' O MATL: 6063-T6 #708 2.562 1( 1.096 11 1.575 11 uur�l1 2.845 eJ- H.D. ASTRAGAL OMAT'L: 6063-T6 23 #720 1.750 1.000 F+ .125 O O Imo- 1.750 -� •• • • • • • •• • • L.• • FIXED PANEL CLIP, BOTTOM MAT'L: 6063-T6 #71:B•••• • • ., . 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 • • • • �c �T Visibly Better s.nwu,aw. Sm. sn..n ••• • • S002500 • •• ITS 10 w 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • .f25 �{ 1 000 I - 1.750 FIXED PANEL CLIP, TOP • • • • MATL: 6063-T6 • �Ji • • 4717 • • • • 1 .G. INTERLOCK MATL: 6063-T6 #735 STD. INTERLOCK MAT'L: 6063-T6 O #705 EXTRU6IONS,•AA!#EL6 >1P • • • • • ALUM. SLIDING GLASS DOOR, NON -IMPACT o-..n No 757 RG PRODUCT REVISED r complying with the North Huidieg Code Acceptance Na t:s iralion Elute Hy ZZo.OS 6 abed L. Clark. P.E. PE #39712 Structural Rw2E By. Dew 09/03,114 R•Nakvu: E .687 3.500 .062 1.594 REF. ANCHOR HOLES 2 -TRACK JAMB MAT'L: 6063-T6 #704 L �-- 3.624 1.000uu �I r --I 1.687 REF. ANCHOR HOLES 0 2 -TRACK HEAD MAT'L: 6063-T6 #702 1.687 REF. IANCHOR r HOLES I 4.676 .062 T 1.750 .062 �1 72 -TRACK EXTERIOR SILL MAT'L: 6063-T6 #703B REDRAWN AND UPDATED Revs 4ey F.K. Kona ay F.K. Drawn By: F.K. 03/02/05 De 07/10/06 09/08/04 R•Nsbru' F Revisions' G Checked By ✓ J. UPGRADE ALLOY ITEMS 71, 72, 73 8 74 REMOVE 3 TRACK EXTRUSIONS, ITEMS 79, 80 & 81. ADD ANCHOR HOLE REFERENCES. C1m: 04/02/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM/S. FL 34274 •• • ••• •• • • • • • • 74 .660 -j 1.687 REF. ANCHOR HOLES .062 ,rT Y� 3.798 2 -TRACK INTERIOR SILL MAT'L: 6063-T6 #637 2.500 J e062 70 HI -RISE TRACK ADAPTER MAT'L: 6063-T5 #722A • • • • •• r+— 2.370 —+I • • • ill • 1.040, • •• • • • TIOOIgSTRIi' • • • MAT'L:6063-T5 #740 • c,•• • • ••. 111 • • • IF24&;117 Visibly Better • • • • 6XFR(!<SIONS k•R2MI�i 1 562 rt • • • • • ALUM. SLIDING GLASS DOOR, NON -IMPACT sax.. SG02500 ScaS NTS • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• •• 11 a 13 • 757 G PRODUCT "d=VEB u cempbin4 wMD r Uuidicg Code Acccytaocc No - 2.20.05 Kapir90o9 flats 0 E Eke afieni OMANI obeli 0. Clark, P.E. PE 939712 Structural ANCHOR QUANTITIES TABLE 4. GLASS TYPE > INTERLOCK & > REINFORCEMEN1 A SSN ANCHOR TYPE & SUBSTRATE NOM. PANEL UNIT WIDTH x HT. 24.000 x 36.000 48.000 60.000 72.000 80.000 96.000 30.000 x 36.000 48.000 60.000 72.000 80.000 96.000 36.000 x 36.000 48.000 60.000 72.000 80.000 96.000 42.000 x 36.000 48.000 60.000 72.000 80.000 96.000 48.000 x 36.000 48.000 60.000 72.000 80.000 96.000 HEAD & SILL '\CLUSTE R O Q O Q N A4 A4 A4 B OR D SSN B OR D SSR HEAD & SILL CLUSTER 0 O 0 O U z 0 U N A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 HEAD & SILL CLUSTER 0 O 0 0 U z 0 A4 A4 A4 CORD SDR HEAD & SILL CLUSTER O 0 O Q O Q 50 N N A4 A4 A4 ALL GLASS TYPES ALL INTERLOCK & REINFORCEMENTS CONFIGURATIONS JAMBS P-HOOK 0 O 0 O 0 z 0 N 0 O 0 O csi U z 0 0 4 4 4 2 2 2 A4 A4 A4 A4 A4 A4 6 6 6 3 3 3 B6 B6 A4 86 B6 A4 B6 B6 A4 6 6 6 3 3 3 A4 A4 A4 NA A4 A4 A4 A4 A4 A4 NA B6 B6 86 B6 B6 B6 B6 B6 B6 A4 86 C8 86 B6 A4 A4 B6 86 A4 A4 A4 A4 A4 B6 B6 86 A4 86 B6 A4 86 C8 86 B6 B6 B6 8 8 8 8 8 8 4 4 4 4 4 4 B6 B6 A4 A4 B6 B6 A4 B6 B6 A4 A4 B6 B6 B6 A4 86 B6 A4 C8 B6 B6 A4 B6 C8 A4 86 86 A4 A4 86 C8 C8 B6 8 8 8 4 4 4 4 6 6 4 6 6 4 6 6 2 3 3 2 3 3 2 3 3 8 8 8 4 4 4 B6 B6 A4 B6 B6 A4 C8 C8 86 8 8 8 4 4 4 86 86 86 A4 B6 B6 A4 B6 B6 B6 B6 86 86 NA B6 B6 C8 B6 B6 B6 B6 A4 B6 B6 B6 CS C8 B6 B6 B6 B6 8 8 8 4 4 4 4 4 4 2 2 2 B6 86 B6 B6 86 86 B6 86 86 6 6 6 3 3 3 C8 B6 B6 6 6 6 3 3 3 C8 86 86 86 B6 86 B6 B6 B6 B6 B6 86 B6 B6 86 B6 86 B6 86 B6 86 B6 86 B6 B6 B6 86 86 86 B6 C8 C8 B6 C8 C8 B6 8 8 8 4 4 4 8 8 8 4 4 4 B6 B6 86 86 B6 B6 C6 C8 B6 B6 B6 86 8 8 8 4 4 4 4 4 4 2 2 2 B6 B6 B6 B6 B6 86 6 6 6 3 3 3 86 B6 86 NA 86 B6 B6 B6 B6 B6 B6 B6 B6 NA C8 C8 B6 B6 B6 B6 B6 B6 B6 B6 86 B6 86 B6 B6 B6 B6 B6 B6 86 B6 86 B6 B6 B6 86 B6 C8 B6 86 6 6 6 3 3 3 8 8 8 4 4 4 86 B6 B6 C8 C8 B6 8 8 8 4 4 4 Be 86 B6 B6 B6 B6 B6 B6 86 B6 B6 86 86 Be B6 C8 B6 B6 B6 B6 C8 B6 B6 B6 B6 B6 B6 B6 86 86 8 8 8 4 4 4 4 6 6 8 4 6 6 8 4 6 6 8 3• 3. 4 a •s 4 •2• 3. .3. 4 C8 B6 B6 B6 B6 B6 CS 86 B6 8 8 8 4 4 4 86 B6 86 B6 B6 B6 C8 CS B6 8 8 8 RBVsd BY Wle: Revisions' F.H. 09/08/04 E NEW ANCHORAGE SPACING SHEET RendBy F.K. Rew br F.K. Dee: 03/02/05 ReMelme: F REVISED AND SIMPLIFIED ANCHORAGE SPACING 07/10/06 G NO CHANGES THIS SHEET Drawn BY Date: Checked BY. Nee: F.K. 09/08/04 J.J. 04/02/06 1070 TECHNOLOGY DRIVE P.O. BOX 1529 Visibly Beae. NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCON 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREW 2. GLASS TYPES: A - 3/16" ANNEALED B - 3/16" TEMPERED C - 1/4" TEMPERED D - 5/8" TEMPERED I.G. 3. INTERLOCK AND REINFORCEMENT KEY: SSN - SINGLE/SINGLE WITH NO REINFORCEMENT. SSR - SINGLE/SINGLE WITH FULL REINFORCEMENT. SDR - SINGLE/DOUBLE WITH FULL REINFORCEMENT. 4. ANCHOR QUANTITIES BASED ON THE FOLLOWING: (2) ANCHORS PER LOCATION AT HEAD, SILL AND JAMBS. (1) ANCHOR PER LOCATION AT P-HOOKS. JAMBS AND P-HOOKS SPACING - 6" MAX. FROM CORNERS AND 28" MAX. O.C. HEAD AND SILL SPACING - 6" MAX. FROM CORNERS AND 22 5/16" MAX. O.C. 5. IN MIAMI-DADE COUNTY INSTALL PER TABLE 4 AND NOTE 4. "NA" IN TABLE INDICATES NOT AVAILABLE. 6. OUTSIDE MIAMI-DADE COUNTY INSTALL PER NOTE 4. • • • • • • • (CENTERED) 4 CLUSTER - A4 6 CLUSTER - B6 • ASTRAGAL OR INTERLOCK TYP. HEAD AND SILL ANCHOR CLUSTERS • FOIRASTRAaALS AND INTERLOCKS ALUM. SLIDING GLASS DOOR, NON -IMPACT r_._t OmMpft 757 PRODUCT DEVISED al complying wItl. the /holds Binding Code Expiration Date By Maims PE n39712 Structural t 1/2" MIN. #12 SCREWS (SEE NOTE 1) 2x WOOD (SEE NOTE 2) 1/4" MAX. SHIM •I F- (EXTERIOR) DETAIL - F 1/4" MAX. SHIM TAPCONS (SEE NOTE 1) (CONCRETE) 1x WOOD BUCK (SEE NOTES 2) (EXTERIOR) DETAIL - E TAPCONS (CONCRETE) (SEE NOTE 1) • 1x WOOD BUCK (SEE NOTE 2) (EXTERIOR) DETAIL - C 1 (EXTERIOR) 1 1/4" MIN. 1/4" MAX. SHIM 1 1/2" MIN. 11687 r mina 2x WOOD (SEE NOTE 2) T1 1/4" MAX. SHIM DETAIL - D #12 SCREWS (SEE NOTE 1) NOTES: TYPICAL FRAME HEAD INSTALLATIONS 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO TAPCONS. FOR WOOD APPLICATIONS 1/4" SS4 CRETE-FLEX OR 1/4" TAPCONS ARE APPROVED FOR USE IN PLACE OF SCREWS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B, D AND F ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 12 MAY BE USED. 4. IF SILL IS LEVEL AND TIGHT TO CONCRETE SLAB, GROUT IS NOT REQUIRED. IF USED, GROUT MUST TRANSFER SHEAR LOAD TO SLAB. 5. IF SILL IS NOT LEVEL AND TIGHT TO WOOD BUCK, AND IF GROUT IS USED, GROUT MUST TRANSFER SHEAR LOAD TO BUCK. TYPICAL FRAME JAMB INSTALLATIONS F.K. 1 1/4" MIN. ----I TAPCON (SEE NOTE 1) Dar 09/08/04 (CONCRETE) (SILL) (CONCRETE) 1 1/4" MIN. 1x WOOD BUCK I. (SEE NOTE 2) TAPCON (SEE NOTE 1) (EXTERIOR) 1 1/2" MIN. —1 #12 SCREW (SEE NOTE 1) (EXTERIOR) DETAIL - G DETAIL - H 2x WOOD (SEE NOTE 2) 1.687 (EXTERIOR) #12 SCREWS (SEE NOTE 1) (EXTERIOR): DETAIL-B •• ••APC NSi J • • (CONCRETE) ••• •• • •(SFEilOZ1+ • • •• • • • • • • (EX.E.IORj•• • •DETAIL -A DETAIL - I TYPICAL POCKET P-HOOK INSTALLATIONS E REDRAWN AND UPDATED R"wdfly F.K RewdM F.K. beam sy F.K a0sazn5 61c 07/101 8 OBA78/04 Rn.b"e RaWa: G Mood By J.J. REVISED AND UPDATED NOTES. ADDED DETAIL DESIGNATIONS SHOW ANCHOR CENTERLINES IN HEAD. SILL AND JAMB DETAILS. 04i02/08 (SILL) 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 • ••• • • •• • • • •• 1/4" MAX. (SEE NOTE 5) 1 1/2" MIN. 2x WOOD (SEE NOTE 2) 1/4" MAX. (SEE NOTE 4) =1 1/4" MIN. TYPICAL FRAME SILL INSTALLATIONS • ••• • • • ••• • • • • • Visibly Better •r,»—• • • • ANFHQRAGEIE?41F4S ALUM. SLIDM GLASS DOOR, NON -IMPACT aaw,mrt SGD2500 ask 1/4 13 d 13 757 ar". G PRODUCT REVISED at complying with IN P1a1W. Bolding Code Acceptance No b 2 O.OS Ex tt By M' "-radsP DhWae Robert L. Clark. P.E. PE #39712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). .... • • .... • This NOA shall not be valid after the expiration date stated below. The Miami -Dade •County PrQhugt• f ontrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cbtiil'reserve'the tight to have this product or material tested for quality assurance purposes. If this product or nmatenaT fails to perform i$ the accepted manner, the manufacturer will incur the expense of such testing and thi •.. i!J may. .. : immadiatel • ...... revoke, modify, or suspend the use of such product or material within their jurisdiction.„„liQ&A reservee right• : • • • to revoke this acceptance, if it is determined by Miami -Dade County Product Control DiiiiiiAtf that tl?iS;product or material fails to meet the requirements of the applicable building code. .' • .• . • • • • This product is approved as described herein, and has been designed to comply with the i3igh.Velocit'13fiMcane Zone of the Florida Building Code. .. . ..• . DESCRIPTION: Sex' D-101-Outswing-Alum inumFrenchhDoo w/ Sideelites = I p tt APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated 7-12-99 and last revised on 01-17-03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Larg- a and'Sma11 Missile"`Imp ct�i LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02-0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA-No 02-0927.13 t 1xpiration Date•_February.13, 2008 (Approva1.Date dFeliruary13, 2003' Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. (transferred from file# 02-0702.01) 2. Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated 7-12-99 and last revised on 01-17-03, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file# 02-0702.01) 1. Test report on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94. . • • • . 4) Forced Entry Test, per SFBC 3603.2 (b) ana'PA i02-94. • : • 5) Large Missile Impact Test per SFBC and PA2fr--94 • • • 6) Cyclic Wind Pressure Loading per SFBC and y. 203-94 • along with marked -up drawings and installation diagram of an algr 1num rut„ • swinging French door w\ sidelites, prepared by Fenestration Test' Laboratarj, Inc., Test Report No. FTL-2067, dated August 12, 1998, signed�� seale by Gilbert Diamond, P.E. • 2. Additional test report on (submitted for hardware & glazing qua4cation4 • 1) Air Infiltration Test, per PA 202-94 • • • .. . ... . 2) Uniform Static Air Pressure Test, Loading per PA 202-94 • •: 3) Large Missile Impact Test per SFBC, PA201-94 4) Cyclic Wind Pressure Loading per SFBC, PA 203-94 5) Water Resistance Test, per PA 202-94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E 3. Additional reference test reports FTL-1973 & FTL-2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Glazing capacity Calculations per ASTM-1300, dated 01-17-03, prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07-12-99 and revised on 1-14-00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file# 02- 0702.01). Ishaq LChinda, P.E. Product Control Examiner Product Control Division NOA No 02-0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D MATERIAL CERTIFICATIONS (transferred from file# 02-0702.01). 1. Notice of Acceptance No. 00-1212.04 issued to E. I. DuPont DeNemours. for "Butacite PVB ", dated 02/15/2001, expiring on 12/11/2005. 2. Notice of Acceptance No. 01-0205.02 issued to Solutia, Inc. for "Saflex /Keepsafe Maximum", expiring on 05/21/06. 3. Notice of Acceptance No. 96-0527.01 issued to Monsanto Chemical Co. for "Laminated Glass with Saflex PVB Iinterlayer", dated 01/09/97, expiring on 01/09/00. (transferred from file#99-0128.01) • • • • E. STATEMENTS (transferred from file# 02-0702.01). • • • • ••• • • •• 1. Statement letter of conformance, dated July 12, 199, signed by'Etobert L. C1Wk, • P.E. •• 2. Statement letter of no financial interest, dated July 12, 199, siggieil.blr RoblIrt•L,. • Clark, P.E. • • • • 3. Letter of compliance, dated August 12, 1998, prepared by FenntrAtion Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. ; • ; • • • 4. Addendum letter, along with marked -up drawing of reinforcement •Csidelite)' dated •• 2-3-2000, issued by Fenestration Testing Laboratory. • • • • • • • 5. Letter of compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, P.E 6. Revision request letter dated April 13, 2001, issued by PGT Industries, signed by Robert L. Clark, P.E. 7. Meeting Summary dated January 26, 1999, issued by BBCO 8. Revision request letter dated April, issued by PGT Industries, signed by Robert_L. Clark, P.E.• D. O1H1:R 1. This NOA revises & renews NOA 02-0702.01. 2. Manufacturer's "Quality Operation Procedure", submitted per meeting summary dated January 26, 1999(Note: This series FD-101 door is related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 3. Prior related file NOA(s) 01-0417.06 & 98-0506.02. Ishaq LC ands, P.E Product Control Examiner Product Control Division NOA No 02-0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 E-2 85 1/8 MAX. DAYLIGHT OPENING TYP. 96 MAX. 6.500 oxxo 36.125 MAX. 33 3/8 MAX.® DAYLIGHT OPENING 4.000 -- 4.000 4.000 4.000 - LARGE MISSILE IMPACT DOORS 25" MAX. DAYLIGHT OPENING 13.50 MAX. / 4.000 /4.000 71.750 MAX. 4.000 - \ 4.000 Four 1/4" Tapcons or 5 #14 Screws Req'd at this Location. Top & Bottom. 25" MAX. DAYLIGHT OPENING 13.50 MAX. 36.125 MAX. 33 3/8 MAX.L DAYLIGHT OPENING 13.50 F__ MAX. I-- 4.000 4.000 4.000 + 4.000 1.) GLAZING OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8") LAMINATED (3/16" HEAT STRENGTHENED, .090 INNER LAYER, 1/8" ANNEALED OPTION 2 - .402 (3/8") LAMINATED (.3/16" HEAT STRENGTHENED, .090 INNER L4YER, 1/8" HEAT STRENGTHENED OPTION 3 - 7/16" LAMINATED (.3/16" HEAT STRENGTHENED, .090 INNER LAYER, 3/16" ANNEALED OPTION 4 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED, .090 INNER L4YER, 3/16" HEAT STRENGTHENED 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 2) 3.) ANCHORS: DOOR MAX. FROM CORNERS: 6.500 (HEAD & SILL) MAX. FROM CORNERS: 6.000 (JAMBS) MAX. SPACING AT HEAD & SILL: 13.500 MAX. SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FTL-2067 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM. 1. 1 13.250 HINGE TYPICAL 21.000 MAX. 6.000 AX. 47.875 HINGE LOC. TYPICAL 13.250 _L HINGE LOC. 6.000 TYPICAL 6.500 ANCHORS ARE TYP. IN HEAD & SILL •• ••• • • • • • • //0/1„• • • • • • • •• • • • d • • �13. • • Robert L. la•rk, P.E. PE #39712 Structural • INDUSTRIES ••• • • • ••• • • •107% TLCHNOLO•Y DR.* I•001615,19FL 34275 • • • ••• P.O. BOX 1529 NOKOMIS, FL 34274 96 MAX. 36.125 MAX 33 3/8 MAX. ^ DAYLIGHT - OPENING oxo 37.500 MAX. 25" MAX. DAYLIGHT -• OPENING 36.125 MAX. 33 3/8 MAX. Zih DAYLIGHT OPENING 85 1/8A MAX. DAYLIGHT OPENING TYP. 2 POINT LOCK OPTION 39.500 \ \ \ \ \ \ -c 6.000 21.000 MAX. 3 21.000 MAX. 6.000 6.500 - I MAX' MAx. 4.000 4.000 -- 4.000 -- 4.000 13.50 MAX. 13.50 MAX. 4.000 4.000 4.000 4.000 Raysd By: • • F.K. Rand By: F. K. Qevsd By: F. K. Drawn By: D.B. Dale: 1/17/03 Date: 9/9/02 Date: 8/20/01 Date: 7/12/99 Revisions: D-ADD D.O. DIM.S Revisions: C-ADD 7/16 GLASS & TABLES Revisions: B-PER LETTER 8/17/0 .%,EVATIONS OXXO & OXO 6.500 PRODL1 7 RENEWED eemplyio• . tl the Rorke B ken• Code Newman No 02 -DIZ7• / 3 EN/hides Doe fYdAw 41,73 L4 By 1SL. I. Lk..tc). Mlml Dodo ►Mftq Comm, Minim •l7tle• :ALUMINUM FRENCH DOOR W/ SIDELITES Sates/Model: Sco/e: Sheet: Drowinq No. FD-101 NTS 1 of 8 972 Reg •0• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/16" Heat Strengthened, .090 Inner Layer, 1/8" Annealed Qty. of Sidelite Max. Door Heights Slabs Width Widths 79.750 783.750-Il87.750I 91.750I 95.750 1. Eli 22.000��7.500 3 l"+ 75.0 f -75.01 -72.5 -70.2 -68.8 75.0 r 75.0 i 72.5 70.2 68.8 1 28.000 37.500 -74.7 -73.2 -70.8 -68.5 -67.1 74.7 73.2 70.8 68.5 67.1 O X 1 30.000 37.500 -64.7 -63.2 -61.0 -59.0 -58.2 O 64.7 63.2 61.0 59.0 58.2 1 33.000 37.500 -55.4 -53.5 -51.6 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 1 36.125 37.500 -48.9 -47.5 -45.4 -43.4 -41.8 48.9 47.5 45.4 43.4 41.8 2 22.000 71.750 -75.0 -75.0 -72.5 -70.2 -68.8 75.0 75.0 72.5 70.2 68.8 O 2 28.000 71:750 -74.7 -73.2 -70.8 -68.5 -67.1 X 74.7 73.2 70.8 68.5 67.1 X 2 30.000 71.750 -64.7 -63.2 -61.0 -59.0 -58.2 O 64.7 63.2 61.0 59.0 58.2 2 33.000 71.750 -55.4 -53.5 -51.6 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 2 36.125 71.750 -48.9 -47.5 -45.4 -43.4 -41.8 48.9 47.5 45.4 43.4 41.8 COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/16" Heat Strengthened, .090 Inner Layer, 3/16" Heat Strengthened Qty. of Slabs Sidelite Width Max. Door Widths Heights 79.750 83.750 187.750 91.750 195.750 1 22.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 O 75.0 75.0 75.0 75.0 75.0 X 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 O 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 1 36.125 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 O 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 X 75.0 75.0 75.0 75.0 75.0 x 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 O 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 2 36.125 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16" Heat Strengthened, .090 Inner Layer, 1/8" Heat Strengthened COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 3/16" Heat Strengthened, .090 Inner Layer, 3/16" Annealed Qty. of Slabs Welke Width Max. Door Widths Heights Qty. of Slabs Sidelite Width Max. Door Widths Heights 79.750 183.750 1 87.750 91.750 195.750 79.750 183.750 187.750 191.750 195.750 O X 0 1 22.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 O X 0 1 22.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 1 33.000 37.500 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.7 72.6 1 36.125 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 1 36.125 37.500 -70.0 -67.9 -65.7 -63.1 -60.4 75.0 75.0 75.0 75.0 75.0 70.0 67.9 65.7 63.1 60.4 O x X O 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 0 x X 0 2 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 2 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.7 72.6 2 36.125 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 2 36.125 71.750 -70.0 -67.9 -65.7 -63.1 _ -60.4 75.0 75.0 75.0 75.0 75.0 70.0 67.9 65.7 63.1 60.4 NOTES: 1. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. 2. POSTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. 3. GENERAL: D/0 = DAYLIGHT OPENING A D/0 HEIGHT = DOOR HEIGHT -10.875" D/0 WIDTH SIDELITE = SIDELITE WIDTH -2.750" D/0 WIDTH PANEL = PANEL WIDTH -12.500" •• • • • • • • • • • •, • • •• • • •/ • • • % ••• ////1 • • •• Robert•L!Lark, P.E. PE #39712 Structural • • • INDUSTRIES • ••• • • • ••• • Revsd By: F.K. Raved By: F. K. Revd By: F. K. Drawn By: D.B. Date: 1/17/03 Date: 9/9/02 Date 8/20/01 Date: 7/12/99 Revisions: D-UDD TABLES & ADD NOTE 3 Revision C-NEW DESIGN TABLES Revisions: B-PER LETTER 8/17/01 P ROWUCT RENEWED •r emptying with the Florid/ R•N1yCade *wpm* Iltlt0lr do• Dise.Fn 3, 2o, t LJ I CoeW Midas •DESIGN PRESSURE TABLES, OXXO & OX0 • • • • • • 'A6: ON 0I 1MIS. FL 34275• • • U•ECHNOL• AL / UM FRENCH DOOR W SIDELITES T1 P.O. BOX 1529 NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: FD-101 NTS 2 or 8 972 D • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 3/16" HEAT STRENGTHENED 090 INNER LAYER (SEE NOTE) 1/8" ANNEALED .437 DOOR GLAZING OPTION 1 .402 (3/8") LAMINATED 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" ANNEALED SIDELITES 3/16" HEAT STRENGTHENED —,— .090 INNER LAYER (SEE NOTE) 3/16" HEAT STRENGTHENED DOOR .437 DOOR 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16" HEAT STRENGTHENED SIDELITES GLAZING OPTION 4 7/16" LAMINATED 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" HEAT STRENGTHENED GLAZING OPTION 2 .402 (3/8") LAMINATED .437 REFERENCE TEST REPORT: FTL-2067 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8" HEAT STRENGTHENED 437 SIDELITES T3/16' HEAT STRENGTHENED 090 INNER LAYER (SEE NOTE) 3/16" ANNEALED DOOR 3/16" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16" ANNEALED SIDELITES GLAZING OPTION 3 7/16" LAMINATED NOTE: INNER LAYER MAY BE DUPONT BUTACITE PVB OR SAFLEX/KEEPSAFE MAXIMUM. • • •• • • • • • • • • •• • • • • • • • • •• • • • • • • • .•• • • • • • •• Robert•L• Clark, S.E. PE #39712 Structural INDUSTRIES • • • • • • • • • ••• • • • • 1.70 (ECHNONIDGY DINE • •NONIONI•, FL 342750 • • • ••• P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: F.K. Raved By: F. K. ReF.t B Drawn By: D.B. Description: Dote: 1/17/03 Date: 9/9/02 pots: 8/20/01 Date: 7/12/99 Revisions: D—NO CHG THIS SHT Revisions: C—ADD 7/16 GLASS Revisions: 8—PER LETTER 8/17/01 •LAZING DETAILS PRODUCT RENEWED eaupb'I I.1t• the Florida BaidlacCade Accephape N•02.-0 z7.13 Ispirstise OM, tS(..11 1,!1•,4 Mimi Dade •bControl rdb: ALUMINUM FRENCH DOOR W/ SIDELITES • Series/Model: FD-101 Scale: NTS Sheet: 3 of 8 Drawing No. 972 Rev: D • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• • • • EXTERIOR DAYLIGHT OPENWG MAX. INTERIOR EXTERIOR 3.100 INTERIOR 25" DAYLIGHT OPENING MAX. HORIZONTAL SECTION OXXO OUTSWING 68.264 PANEL OVERALL 71.750 OUTSWING 37.500 HORIZONTAL SECTION OXO REFERENCE TEST REPORT: FTL-2067 25.000 DAYLIGHT OPENING MAX. 25" —� DAYLIGHT OPENWC MAX. 1.480 33 3/8 OPENING DAYLIGHT MAX. SEE SHEET 3 FOR ANCHORS ROUGH OPENING .890 1� Vil• • • • • •• Robert•L. dark, Q.E. PE #39712 Structural SEE SHEET 3 FOR ANCHORS ROUGH OPENING .830 fXTFRIOR VERTICAL SECTION THRU DOOR 0 4.000 96.000 ®° 93.615 Door Hgt. 0 4.000 OUTSWING • • • • • • • • • • 0. .750 4Il SIDELITE SEE SHEET 3 FOR ANCHORS ROUGH OP NING 0 1.479 EXTERIOR INTERIOR 85" DAYLIGHT OPENING MAX. 3.100 — .250 Max. Shim TYP. i 1 1.479 5.459 INTERIOR 85 1/8 DAYLIGHT OPENING MAX. VERTICAL SECTION ■ O THRU SIDELITES 4.586 '_ T r .750 © 11111 1.489 _ 3.000 ROUGHOPENING 3.100 A • • Revsd 8y: Dote: F.K. 1 / 17/03 Revsd By: Dote: • • • • • • F.K. /9/02 • Revsd By:Dote: • • F.K. 8/20/01 INDUSTRIES • •• • •• • • • • •S'ECTIONS ••• • • • • 1170 PECHNOLSGY DSI : OIIb.I . FL 3447.5 • P.O. BOX 1529 NOKOMIS. FL 34274 Drown By: Dote: D.B. 7/12/99 Description: Revisions: D—NO CHG THIS SHT Revisions: C—NO CHG THIS SHT Revisions: PER LETTER 8/17/01 PRODUgr RENEWED •f Codew16Ibe Fk,e d AceeptsaatD•iof27/33) Ewa. I. C tewd. Dhbb• C0°inol • r, •JLUMINUM FRENCH DOOR W/ SIDELITES rnee/Model; Scale: Snaet: Drawing No. Rev: FD—lo1 NTS 4 nY 8 972 0 •• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • • • ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 DESCRIPTION DOOR HEAD/SILL (AL. 6063-T5/.062 WALL) DOOR JAMB (AL. 6063-T5/062 WALL) 60376 POOR ASTRAGAL INT. (AL. 6063-T5/.062 WALL) 60377 .250 x .187 FINSEAL W-STRIP WSTP. CHANNEL (AL. 6063-T5/.050 WALL) FRAME JAMB AL. 6063-T5/.050 WALL FRAME HEAD (AL. 6063-T5/ 062 WALL) 1 1/2 x 1" PAD Dutsw. Threshold (AL. 6063-T5/062 WALL) 5/16x18 THREADED ROD Truss Clamp (AL. 6063-T5/ 062 WALL) 5/16x1/16 TRUSS WASHER 5/1 6x 1 8 TRUSS NUT FRAME SCR. COVER CAP STRIKE PLATE V.T. X 60375 ALUMAX ALUMAX ALUMAX VENDOR 67924G SCHLEGEL CORP. 60379 60380 60411 61069 ALUMAX ALUMAX ALUMAX ALUMAX 6TRODA FASTEC INDUSTRIAL 60378M ALUMAX 7WASHA 7JNUTA 41722W 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STRIKE PLATE INSERT 10x3/4 SCR. FLT. HD. PHIL HINGE ASS'Y. 10x.625 SCR. FLT. HD. PHIL 10x1/2 SCR. FLT. HD. PHIL. TOP/BOIL SLIDE BOLT LOCK 6x1/2 FLT. HD. PHIL. 8 x 1 SCR. PAN HD. QUAD. 6x7/8 SCR. FLT. HD. PHIL, LOCK SUPPORT ASS'Y. 6x3/4 FLT. HD, PHIL .200 x .190 QLON .375 x .190 QLON 3 POINT LOCK ASS'Y. LOCK (ACTIVE LOCK (DUMMY) DEAD -BOLT LOCK Rolled Alum. Glaz. Bead SILICONE SIDELITE JAMB SIDELITE HEADER SIDELITE BOTTOM RAIL .402 Laminated (.187 HS/.125 Annealed w/ 7955X 41721 71034A 7FRMOW 71058FP 710XI2PPW 41720 7612FW 781PQA 7PWSWA 4UBLOK 7634F 60200K 60300W FD3PTAY 7LOKAP 7L0KIP 7BLTIP 65163 62899C 60381 60414 60415 FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE /ND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES MERCHANTS FASTENER FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES HARLOCK HARLOCK HARLOCK FLORIDA SCREEN DOW CORNING ALUMAX ALUMAX ALUMAX PPG. LOF Dupont Butacite PVB or Soflex/Keepsafe Maximum Inner Layer) SEAM SEALER SIDELITE JAMB ADAPTER (REINFORCEMENT) 2 POINT LOCK OPTION 18 x .750 Ph. Fl. Tek .402 Laminated (.187 HS/ 125 HS w/ 6SM55W 61641 7978LAB 7834FPT SCHNEE/MOREHEAD ALUMAX SULLIVAN & ASSOC. SPENCER PRODUCTS PPC. LOF Dupont Butacite PVB or Sallex/Keepsafe Maximum Inner Layer) DOOR ASTRAGAL EXT. (AL. 6063-T5/062 WALLA 6984 KEYMARK 7/16 Laminated (3/16" HS & 3/1 6" Annealed w/ PPG. LOF D t Butacite PVB S f mum Inner Layer)_ PPG. LOF Dupont Butacite PVB or Sallex/Keepsafe Maximum Inner Layer) Du on or a lex Keepsafe Maxi 7/16' Laminated (3/16 HS & 3/16" HS w/ NOTES: 1. QTY'S IN BRACKETS ARE FOR OXO CONFIGURATION 2. REFERENCE TEST REPORT: FTL-2067 •• • • • • • • •• • •• • • • • • • • • • • •• Robert t•Cork, P.E. PE #39712 Structural • • • • • • INDUSTRIES • ••• • • • • • Revsd By: F.K. Revsd By: • F.K. • Revsd By: • F.K. Drawn By: D.B. Date: 1/17/03 Dote: 9/9/02 Date: 8/20/01 Dote: 7/12/99 Revisions: D-NO CHG THIS SHT Revisions: C-ADO 7/16L GLASS Revisions: R-PER LETTER 8/17/01 Description: 'BILL OF MATERIALS QTY. 4 2 1 021 8 4 4 2 2 2 1 1 2 2, 1 1 4 2, 8 4 8 4 8 4. 2 1 2 1 VENDOR 4 AT- 10375 AF-10376 AF- 10377 FS7924-187 AF- 10379 AF-10380 AF- 12376 AF-12375 AF- 10378 41722W 4 2 6 3 36 18) 30 15) 36 36) 4 2) 8 4 12 6 3 2 6 4 1 �1 1 1 1 1 1 1 1 0)' 1 1 16 2) 4 (4 2 (2 2 2 4 3 1 (1� 6 (12 4 (3 41721 41720 4UBLOK Q200X190 0375x 190 FD3PTAY 100 880 820 05-163 899 AF- 10381 AF-10414 AF-10415 SM5504 AF-11641 1 (1 4 (3 4 (3) 1154 PRODUFI' RENEWED to complying with the Reside Belding Code N002-04272 EWIROwpakkgaLit03& D715raid k vi.acaamelChtlas • • 10110 %ECHNOLSGY %OMNI!MII! FL 34�7� • • P.O. BOX 1529 NOKOMIS. FL 34274 UMINUM FRENCH DOOR W/ SIDELITES 'Model: Scale: Sheet: Drawing No. Rev: FD-101 NTS 5 of 8 972 0 • • • • • • • • • • • • • • • • • • — •' .• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1.750 J .062 -- 4.000 ODOOR PANEL HEAD & SILL 6063—T5 ALUM. .050 .250 —i OWEATHER STRIP CHANNEL 6063—T5 ALUM. 16 HINGE EXTRUSION 6063—T5 ALUM. 4.100 1.750 .062 — 2 O DOOR PANEL JAMB 6063—T5 ALUM. .125 1.500 . 750 I_ 11 TRUSS CLAMP 6063—T5 ALUM. 4.100 1.750 .062 --I ODOOR PANEL, INTERIOR ASTRAGAL 6063—T5 ALUM. 1.272 obert f •L♦ork, tlE. PE #39712 Structural 3.000 4.675 4.675 1.479 Ul OFRAME HEAD 6063—T5 ALUM. 1.750 — .062 4.100 DOOR PANEL, EXTERIOR ASTRAGAL 6063—T5 ALUM. OOUTSWING THRESHOLD 6063—T5 ALUM. •• ••• • • • • • •• 3.000 1.480 — .050 r OFRAME JAMB 6063—T5 ALUM. • • • • • • • • RevrO By: Dote: Revisions: • • • • • • • • F.K. 1/17/03 D—NO CHC THIS SHT • • • Revsd By Date: Revisions: ,71 • • • • • • F.K. 9/9/02 C—NEW SHT INDUSTRIES Grown Date: F.K. 9/9/02 Description: •••• • • • •• • • • • • EXTRUSIONS PROFILES, DOORS ••• • • •TitS: • • 10F0 t MI.9) FL • 34775 • •cY DAYI •JOIapMI� • ,4LUMINUM FRENCH DOOR W/ SIDELITES • • • • • • ?erica/Model:coSheet: Score: Sh P.O. BOX 1529Drawing No. Rev: NOKOMIS, FL 34274 FD-101 NTS 6 of 8 972 D mom- as complying wttl Me FIor1M Buidimeade A•qu•ee NoP2- 02743 g• dr•tlo• DM Acts 14,0.44 M• el bob CControl� Dhbb• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 4.586 3.100 .062 --I t-- 1.800 — .075 SIDELITE BOTTOM RAIL 37 6063—T5 ALUM. .750 .830 f- 2.980 .050 OSIDELITE JAMB ADAPTER 40 6063—T5 ALUM. 3.100 5.459 .062 —11- 1.800 — 1.479 -- .075 3 6 SIDELITE HEADER 6063—T5 ALUM. •• ••• • • • • • •• .890 —{ .050 .062 3.000 1.578 --I SIDELITE JAMB 35 6063—T5 ALUM. Robert•Lf Zlark, Q.E. PE #39712 Structural • INDUSTRIES • ••• • • • •• • • • • 1(070 TECHNOLOGY LP) •NOKOMIS, FL 34275• • • ••• P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: • F.K. • Revsd By: •• F.K. Drown By: F.K. Description: Date: i/17/03 Date: 9/9/02 DoM 9/9/02 Revisions: D—NO CHG THIS SHT Revisions: C—NEW SHT PRODUCT RENEWED �tq od, UIFlOAmylase. Ns zYrWY''/ arlikUpgrades Mal d•de r' CControl ♦•-XTRUSIONS PROFILES, SIDELITES • 17#R: •ALUMINUM FRENCH DOOR W/ SIDELITES Series/Model: Scale: Sheet: Drawing No. Rev: FD-101 NTS 7 a7 8 972 D ••• • • • • ••• • • * • • • • - •. • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 1.500 t MIN. 1x WOOD BUCK (SEE NOTE 3) I/4" TAPCON (SEE NOTE 1) TYP. HEAD #14 PANHEAD 1.500 MIN. .250 F-- MAX. TYP. JAMB 1/4" TAPCON (SEE NOTE 1) } 1.500 MIN. . #14 PANHEAD 1.500 MIN. TYP. SILL .250 MAX. 1.500 MIN. 2x WOOD BUCK (SEE NOTE 2) #14 FLATHEAD TYP. HEAD 1/4" TAPCON (SEE NOTE 1) 2x WOOD BUCK ,(SEE NOTE 2) TYP. SILL .250 MAX. .250 --{ 1x WOOD BUCK MAX. (SEE NOTE 3) TYP. JAMB #12 FLATHEAD JAMB SPACING (SEE NOTE 3 ON SHEET 1) TYP. JAMB/SIDELITE 2x WOOD BUCK (SEE NOTE 2) REFERENCE TEST REPORT: FTL-2067 } 1.500 } 1.500 1 MIN. 1x WOOD BUCK (SEE NOTE 3) .250 MAX. 1/4" TAPCON (SEE NOTE 1) TYP. SIDELITE HEAD 1/4" TAPCON (SEE NOTE 1) TYP. SIDELITE SILL NOTES: 1. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLA.TION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. } 1.500 MIN. 7 •• ••• • • • • • •• • • • • • •• • • • • •• ••• ••• •• • • • •• Robert. Clark, t.E. PE. #39712 Structural •• INDUSTRIES • ••• a • 1.500 2x WOOD BUCK (SEE NOTE 2) #14 FLATHEAD TYP. SIDELITE HEAD #14 PANHEAD TYP. SIDELITE SILL 2x WOOD BUCK (SEE NOTE 2) Revsd By: F.K. Revsd By: F.K. Revsd By: F.K. Drown By: D.B. Date: 1/17/63 Dote: 9/9/02 te: 8/20/01 Dots: 7/12/99 Revisions: D—NO CHG THIS SHT Revisions: C—ADD NOTES Revisions: B—PER LETTER 8/17/01 PRODUCT RENEWED a w•plyn % whit the Florid. Acceptance N G 2 1,3 Expiration OW fA<.S v /f1"si! Minot Dade Conceal � C�n lj Dh6ba Description: • • • ••'ANCHORAGE ••• • • • Me: • 1•NONOMrN�3427 • ALUMINUM FRENCH DOOR W/ SIDELITES • • • • • Series/Mode: Scale: Sheet: Drawin No. P.O. BOX 1529 B NOKOMIS, FL 34274 FD-101 NTS 8 of 8 972 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • - • • • • • • • • • • •• •• ••• • • M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: governing This NOA is being issued under the applicable rules and regulations g g the use of construction materials. County ct Division The documentation submitted has been reviewed by Miami-Dade veDade Countyuand othe�areas whereallowedaccepted by by the Board of Rules and Appeals (BORA) to be used 11n Miami the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product fight of Division (In Miami Dade County) and/or the AHJ (in areas other than dMip i Dade erCouu y) fails to � in • • have this product or material tested for quality assurance pure iipertoilttein the accepted manner, the manufacturer will incur the expense of such testing and the •�1f17'fhaY ly revoke, modify, or suspend the use of such product or material within their Controll Div$a��t thisFp ducor • to revoke this acceptance, if it is determined by Miami -Dade County Product material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the HigiNerocity IiItittcane Zone of the Florida Building Code. DESCRIPTION:"SeriesAluminum Picture Window NoII Impact • APPROVAL DOCUMENT: Drawing No. 4246-7titled "Mid-Rise revisedAlum. Pictureted 040 07b sign ed and $l �Y sheets 1 through 12 of 12, prepared by manufacturer,Pp with the Notice of Robert L. Clark, P.E., bearing t . - ounty Product Control Approval stamp Acceptance number and expi mi-Dade County Product Control Division. MISSILE IMPACT RAT LABELING: Each unit shall t "Miami -Da • • nt label with the manufacturer's name or logo, city, state and following statement: • •• ty Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after renewal the performance papplication as obeenf this led and there has been no change in the applicable building code negatively affecting ct. TERMINATIUN of this NOA will occur after the expirationuse of thiste or if rNOA as an endorsemene has been a revision ort of any in the materials, use, and/or manufacture of the product or process. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade oftCe NOAounty, Flis displayedand d, then wed b 1 y the expiration date may be displayed in advertising literature. If any portion be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspectionconsists of this page 1, Evidence Page E1site at the request of the Building 11 as well as approval This NOA revises NOA No. 03 0508 02 and document mentioned above. P.E. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, • • •• • • • -Da tion date by the M G• No e ear a pe fir?VtAWk ��NOY A No 07-0424 08 'Expiration Da a July31,,_2008 �._ Approval Date,:-June.21, 2007 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4246-7, titled "Mid-Rise manucture Window facturer, dated 4/ 1 03 revised )dated", deets 1 sheets 1 through 12 of 12, prepared byRobert L. Clark, P.E. 04/10/07, signed and sealed by B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 2Q3-94 • • • •:: • 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 2(12-94 .. • along with marked -up drawings and installation diagram of an alusnn ;m picture • window, prepared by Fenestration Testing Laboratory, Inc., Test ltdpoft•No. FTL• 02096 dated 8/9/02, signed and sealed by Joseph Chan, P.E. • ::::• •• • • • ••• •• • • • • C. CALCULATIONS ed and1. Anchor Calculations and structural analysis, dated 04/12/07 prepgn • sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. None • • • • • •. • • • • • • • •• E. STATEMENTS 1. Statement letter of conformance to Florida P.E. Building Code 2004, dated 04/20/07, signed and sealed by Robert L. 2. Statement letter of no financial interest, dated 04/20/07, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance lettered 8/26/02, signed and sealedaby Joseph Chan, P.E Report No. FTL 02096 dat F. OTHER 1. NOA No. 03-0508.02 E-1 Mohammed Iqbal Shaikh, P.E. Sr. Building Code Compliance OA No 07-0424.08 Expiration Date: July 31, 2008 Approval Date: June 21,2007 NON -IMPACT EQUAL LEG PICTURE WINDOW 1. GLAZING OPTIONS: A) 3/16" TEMPERED GLASS B) 1/4" TEMPEREC GLASS C) 3/8" TEMPERED GLASS 2. DESIGN PRESSURE RATING: SEE TABLES 1 THROUGH 3, SHEET 2 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300-02. AB. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300-02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. ANCHOR TYPES: 1) #12 STEEL (G5) SCREW, 2) 1/4" ELCO TAPCON, 3) 1/4" ELCO SS4 CRETE-FLEX 6" MAX. FROM CORNERS AND MAX. 0.C. SPACING FROM TABLE 4. SEE SHEET 8 FOR ADDITIONAL ANCHORAGE INFORMATION, 4. SHUTTER REQUIREMENT. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQ'D. 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME AND ON THE OUTSIDE OF FRAME TO SEAL 6. MAXIMUM WINDOW AREA NOT TO EXCEED 32 SQ. FT. (DLO = 27.88 SQ. FT.) AND DIMENSIONS OF 48" BY 96".A 7. REFERENCES: TEST REPORTS, FTL-3534, FTL-3535, FTL-3536 & FTL-3764 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL EXPOSED SCREWS. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). TEMPERED GLASS (SEE NOTE 1 FOR THICKNESS OPTIONS) 1 91 3/4" MAX. DAYLIGHT OPENING 43 3/4" MAX. DAYLIGHT OPENING Roved By: —1- /W\ TABLE 4. 48" MAX. /a\ 6 X.♦4• • 0 6" MAX.) Date: I* Rovlsbne: TABLE 4. 96" MAX. ELEVATION Revd By: Oats ReNebns RnW BY F.K. OS*OrM*11Br F.K. Deb: 4/10/07 Dab: 4/15/73 UPDATE NOTES AND RENSE ANCHORAGE Deb: • • •• • • ••• • • • • • • • • • • • • 1070 TECHNOLOGY /RIVE NOK•MIS, FL 342/50 • • • • P.O. BOX 1529 NOKOMIS, FL 34274 SILICONE NOA DRAWING TABLE OF CONTENTS SHEET EQUAL LEG NOTES 1 EQUAL LEG ELEVATION 1 EQUAL LEG GLAZING DETAILS 1 EQUAL LEG DESIGN PRESSURES 2 EQUAL LEG SECTIONS 3 EQUAL LEG CORNER ASSEMBLY 3 FLANGED NOTES 4 FLANGED ELEVATION 4 FLANGED GLAZING DETAILS 4 FLANGED DESIGN PRESSURES 5 FLANGED SECTIONS 6 FLANGED CORNER ASSEMBLY 6 PARTS LIST 7 EXTRUSIONS 7 ANCHORAGE 1,4,8 TABLE 4. ANCHOR MAX. ON -CENTER DIMENSION SUBSTRATE: GLASS TYPE: ANCHOR TYPE: O.C. DIM WOOD CONCRETE A B C A B C 3 1 3 1 3 2 3 2 3 2 3 N 0 c1 10 co 00 CO .690 NOM. _ GLASS BITE • • • • •• • • • •• • • • • Visibly Berner • • ••• ♦♦ • GLAZING DETAIL tiEVATIbN, GLAZING & NOTES (EQUAL LEG) PRODUCT RE V ISR0 an complying with the Florida ARTlt, • .:, o - D 2 0 1... ,i Doa Pr..�..<1-„oaalG(� Division AAif-RISE ALUM. PICTURE WINDOW (NON -IMPACT, aa,bw.,e.e PW-820 NTS 1 a 8 ro 4246-7 A RDb/.1 L. tjietk, P.E. PE #39712 SWctural • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • 01110 • • COMPARATIVE ANALYSIS TABLE 1. EQUAL LEG FRAME W/ 3/16" TEMPERED GLASS HEIGHT FTL-3534 & FTL-3764 WIDTH F 25.000 4 29.000 33.000 37.375 39.000 42.000 44.000 46.000 48.000 52.125 +133 3 -210.0 +133.3 -210.0 +133.3 -169.3 +132.0 -132.0 +121.2 -121.2 +104.5 -104.5 +95.2 -95.2 +87.1 -87.1 +80.0 -80.0 59.000 +133.3 -210.0 +133.3 -210.0 +133.3 -169.3 +132.0 -132.0 +121.2 -121.2 +104.5 -104.5 +95.2 -95.2 +87.1 -87.1 +80.0 -80.0 ;73A001 (+133.3 -182.8J +133.3 -163.0 +133.3 -148.3 +132.0 -132.0 +121.2 -121.2 +104.5 -104.5 +95.2 -95.2 +87.1 -87.1 +80.0 -80.0 86.000 +133.3 -150.5 +133.3 -133.3 +120.5 -120.5 +109.9 -109.9 +106.6 -106.6 +101.3 -101.3 +95.2 -95.2 +87.1 -87.1 +80.0 -80.0 88.000 +133.3 -146.5 +129.7 -129.7 +117.2 -117.2 +106.7 -106.7 +103.5 -103.5 +98.3 -98.3 +95.2 -95.2 +87.1 -87.1 +80.0 -80.0 90.000 +133.3 -142.7 +126.3 -126.3 +114.0 -114.0 +103.7 -103.7 +100.6 -100.6 +95.4 -95.4 +92.4 -92.4 +87.1 -87.1 +80.0 -80.0 92.000 +133.3 -139.1 +123.0 -123.0 +111.0 -111.0 +100.9 -100.9 +97.8 -97.8 +92.7 -92.7 +89.8 -89.8 +87.1 -87.1 +80.0 -80.0 94.000 +133.3 -135.7 +119.9 -119.9 +108.1 -108.1 +98.2 -98.2 +95.2 -95.2 +90.2 -90.2 +87.3 -87.3 +84.7 -84.7 +80.0 -80.0 96.000 +132.4 -132.4 +117.0 -117.0 +105.4 -105.4 +95.7 -95.7 +92.7 -92.7 +87.8 -87.8 +84.9 -84.9 +82.3 -82.3 +80.0 -80.0 COMPARATIVE ANALYSIS TABLE 2. EQUAL LEG FRAME W/ 1/4' TEMPERED GLASS HEIGHT FTL-3535 & FTL-3764 WIDTH 25.000 29.000 33.000 37.375 39.000 42.000 44.000 46.000 48.000 52.125 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -168.2 +133.3 -154.5 +133.2 -133.2 +121.4 -121.4 +111.1 -111.1 +102.0 -102 0 59.000 +133.3 -210.0 +133.3 -210.0 +133.3 j -210.0 +133.3 -168.2 +133.3 -154.5 +133.2 -133.2 +121.4 -121.4 +111.1 -111.1 +102.0 -102.0 73.000 +133.3 -210.0 +133.3 -207.8 +133.3 I -189.1 86.000 88.000 +133.3 -186.8 +133.3 1 -165.4 +133.3 ' -149.4 +133.3 -191.8 +133.3 -170.0 +133.3 -168.2 +133.3 +133.3 -140.1 +133.3 +133.3 -136.1 +132.0 -154.5 -135.9 -132.0 +133.2 -133.2 +121.4 -121.4 +129.1 1 -129.1 +121.4 -121.4 +125.3 -125.3 +121.4 -121.4 +111.1 -111.1 +111.1 -111.1 +111.1 -111.1 +102.0 -102.0 +102.0 -102.0 +102.0 -102.0 90.000 +133.3 -181.9 +133.3 -161.0 +133.3 -145.3 +132.3 -132.3 +128.2 -128.2 +121.6 , -121.6 +117.8 -117.8 +111.1 -111.1 +102.0 -102.0 92.000 +133.3 1 -177.4 +133.3 -156.8 +133.3 1 -141.5 +128.7 -128.7 +124.7 ! -124.7 +118.2 -118.2 +114.5 -114.5 94.000 +133.3 -173.0 +133.3 -152.9 +133.3 -137.8 +125.2 I -125.2 +121.3 1 -121.3 +115.0 -115.0 +111.3 -111.3 +111.1 -111.1 +107.9 1 -107.9 +102.0 -102.0 +102.0 -102.0 96.000 +133.3 -168.9 +133.3 -149.1 +133.3 -134.4 +122.0 -122.0 +118.2 I -118.2 +111.9 -111.9 +108.3 -108.3 +105.0 -105.0 +102.0 -102.0 COMPARATIVE ANALYSIS TABLE 3. EQUAL LEG FRAME W/ 3/8" TEMPERED GLASS FTL-3536 & FTL-3764 HEIGHT WIDTH 25.000 29.000 33.000 37.375 39.000 42.000 44.000 46.000 48.000 52.125 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -182.9 +130.9 -166.6 +119.8 -152.4 +110.0 -140.0 59.000 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -182.9 +130.9 -166.6 +119.8 -152.4 +110.0 -140.0 73.000 +133.31 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -182.9 +130.9 -166.6 +119.8 -152.4 +110.0 -140.0 86.000 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -192.3 88.000 90.000 +133.3 +133.3 -210.0 -210.0 +133.3 +133.3 -210.0 -210.0 +133.3 +133.3 -205.1 -199.5 +133.3 +133.3 -186.8 -181.5 +133.3 I -186.6 j1.33.31 +133.3 92.000 +133.3 -210.0 +133.3 -210.0 +133.3 -194.2 +133.3 -176.6 4183.3 +133.3 -177.2 +130.9 -166.6 +119.8 -152.4 +110.0 -140.0 •1•S6.9 :130,30 -C71 :0 •-. . • ♦13i1.2• • 041 1 .1 i76• -1i617 0 4 0.9 -162,5 +427.1 • -166.6 -161.7 +119.8 +119.8 -152.4 -152.4 +110.0 +110.0 -140.0 -140.0 PROM I(:T REVISED n r�r.. �,� .v �i•h rhel /37 op o71v1 - 44- 14-?23.4 -157.1 +119.8 -152.4 +110.0 -140.0 94.000 +133.3 -210.0 +133.3 -209.9 +133.3 -189.2 +133.3 -171.9 +130.8 -166.5 +124.0 -157.8 +120.0 -152.7 +116.4 -148.1 +110.0 -140.0 96.000 Randay +133.3 -210.0 lbdsluu' +133.3 -204.7 +133.3 -184.4 +131.6 -167.4 Oa. AL. By: F.K. O"w, By F.K. Dom.: 4/10/07 n N. 4/15/03 A Cracked By. MOVE ANCHORAGE TO SHEET 1, REVISE TABLE FORMAT & UPDATE 0E510N PRESSURES PER ASTM E 1300-02. I +.12j.g • -162.2 +12Q J•-153.6. • •ffeii • 1070 TEC • •LOGV•RIVE NOI�MI•S. FL 34• • .O • P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better +116.8 -148.6 +113.2 -144.1 +110.0 -140.0 tW IGN3'RESSURES, EQUAL LEG FRAME • • • 71813-RISE ALUM. PICTURE WINDOW (NON -IMPACT 846.1.60 PW-820 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 04041 • • • 4,00 • • NTS bW 2 8 0 W. 4246-7 A ert L. Clark, P.E. PE 139712 Structural 0 OUTSIDE RerW By Oa. 48" MAX. 43 3/4" MAX. DAYLIGHT OPENING INSIDE 0 VERTICAL SECTION Revision' 91 3/4" MAX. DAYLIGHT OPENING R.. ay Rave! 8y F.K. Drew 6y F.K. 0w: 4/10/07 Ore: 4/15103 RSMWne A Cnedtl ay NO CHANGE THIS SHEET Deb: • 96" MAX. INSIDF OUTSIDE HORIZONTAL SECTION CORNER CONSTRUCTION DETAIL •• ••• . • • • • •• • • . .• .. • • • • •. • • • .• . •.• • .•• • • • • • . • 1070 T•NOLOGVlRIVE NOIpM15, FL 34i! • • O • P.O.O. BOX 1529 NOKOMIS. FL 34274 V}ibly Better • • 2.784" PRODI1CT REVISEDea t... FlnrWa ()9' D4CLyt•0, '$�7ZOIQS & CORNER ASSEMBLY (EQUAL LEG) 1UMB-RIIEALUM. PICTURE WINDOW (NON -IMPACT) PW-820 Solo NTS 3 d 8 m.Nm 4246-7 Rom A (7/‘ 7 PE 439712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NON -IMPACT FLANGED PICTURE WINDOW 1. GLAZING OPTIONS: A. 3/16" TEMPERED GLASS B. 1/4" TEMPERED GLASS C. 3/8" TEMPERED GLASS 2. DESIGN PRESSURE RATING: SEE TABLES 5 THROUGH 7, SHEET 5 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300-02. MB. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300-02. 3. ANCHORAGE• THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. ANCHOR TYPES: 1) #12 STEEL(G5) SCREW, 2) 1/4" ELCO TAPCON, 3) 1/4" ELCO SS4 CRETE—FLEX 6 1/2" MAX. FROM CORNERS AND MAX. 0.C. SPACING FROM TABLE 4. SEE SHEET 8 FOR ADDITIONAL ANCHORAGE INFORMATION, 4. SHUTTER REQUIREMENT: MIAMI—DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI—DADE AND WHERE IMPACT RESISTANCE IS REQ'D. 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME AND ON THE OUTSIDE OF FRAME TO SEAL EXPOSED SCREWS. 6. MAXIMUM WINDOW AREA NOT TO EXCEED 33 SQ. FT. (DLO = 27.88 SQ. FT.) AND TIP —TO —TIP DIMENSIONS OF 49" BY 97"./\ 7. REFERENCES; TEST REPORTS, FTL-3534, FTL-3535, FTL-3536, FTL-3764 & FTL-3766 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). A TEMPERED GLASS (SEE NOTE 1 FOR THICKNESS OPTIONS)—.1 SIUCONE 91 3/4' MAX. DAYLIGHT OPENING �� 43 3/4" MAX. DAYLIGHT OPENING A -7T' ATABLE 4 —1L 6 1/2" MAX. -I 1- I TABLE 4. 97" MAX. ELEVATION R.4bn.' Rena Py Rend By F.K. an.n By. F.K 4/10/07 4/15/03 R"NMa,a a,.ure er. UPDATE NOTES AND REVISE ANCHORAGE 49" MAX. .690 NOM. _ GLASS BITE 6 1/2" • • • • • • • • • • • • 1070 TECRROLOGY•RIVE NOKOMIS, FL 34189 • • • • P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better •• • • • • •. TABLE 4. ANCHOR MAX. ON -CENTER DIMENSION SUBSTRATE: WOOD CONCRETE GLASS TYPE: A BC A BC ANCHOR TYPE: 1 3 1 3 1 3 2 3 2 3 2 3 N co O.C. DIM. "" N M N N N N O N N .GLAZING DETAIL rE. ElEVATiON, GLAZING & NOTES (FLANGED) • • • ”B-RICE ALUM. PICTURE WINDOW (NON -IMPACT, swawaw: PW-820 NTS 4 e 8 4246-7 A PRODUCT RFVISHD as rnmPlyiny with I h r Florida D12--D, Der Ir ei Robert I... Clark, P.E PE 939,' I7 Structural • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• • • • COMPARATIVE ANALYSIS TABLE 5. FLANGED FRAME W/ 3/16" TEMPERED GLASS FTL-3534 & FTL-3766 HEIGHT WIDTH 26.000 30.000 34.000 38.375 40.000 43.000 45.000 47.000 49.000 53.125 +133.3 -210.0 +133.3 -210.0 +133.3 -166.2 +130.4 -130.4 +120.1 -120.1 +103.9 -103.9 +94.9 -94.9 +87.0 -87.0 +80.0 -80.0 60.000 +133.3 -210.0 +133.3 -210.0 +133.3 -166.2 +130.4 -130.4 +120.1 -120.1 +103.9 -103.9 +94.9 -94.9 +87.0 -87.0 +80.0 -80.0 74.000 +133.3 -179.2 +133.3 -160.6 87.000 +133.3 -147.7 +131.6 -131.6 89.000 +133.3 -143.8 +128.0 -128.0 +133.3 +119.4 +116.1 -116.1 -146.6 +130.4 -130.4 +120.1 -120.1 +103.9 -103.9 +94.9 -94.9 +87.0 -87.0 +80.0 -80.0 -119.4 +109.2 -109.2 +106.0 -106.0 +100.9 -100.9 +94.9 -94.9 +87.0 -87.0 +80.0 -80.0 +106.1 -106.1 +103.0 -103.0 +97.9 -97.9 +94.9 -94.9 +87.0 -87.0 +80.0 -80.0 91.000 +133.3 -140.1 +124.6 -124.6 +113.0 -113.0 +103.1 -103.1 +100.1 -100.1 +95.1 -95.1 +92.2 -92.2 +87.0 -87.0 +80.0 -80.0 93.000 +133.3 -136.6 +121.5 -121.5 +110.0 -110.0 +100.3 -100.3 +97.3 -97.3 +92.4 -92.4 +89.6 -89.6 +87.0 -87.0 +80.0 -80.0 95.000 +133.3 -133.3 +118.4 -118.4 +107.2 -107.2 +97.7 -97.7 +94.7 -94.7 +89.9 -89.9 +87.1 -87.1 +84.6 -84.6 +80.0 -80.0 97.000 +130.1 -130.1 +115.5 -115.5 +104.5 -104.5 +95.2 -95.2 +92.3 -92.3 +87.5 -87.5 +84.8 -84.8 +82.3 -82.3 +80.0 -80.0 COMPARATIVE ANALYSIS TABLE 6. FLANGED FRAME W/ 1/4" TEMPERED GLASS HEIGHT FTL-3535 & FTL-3766 WIDTH 26.000 30.000 34.000 38.375 40.000 43.000 45.000 47.000 49.000 53.125 +133.3 -210.0 +133.3 - 210.0 +133.3 -210.0 +133.3 -166.3 +133.31 -153.1 +132.5 -132.5 +120.9 -120.9 +110.9 -110.9 +102.0 -102 0 60.000 +133.3 -210.0 +133.3 - 210.0 +133.3 -210.0 +133.3 -166.3 +133.3 -153.1 +132.5 -132.5 +120.9 -120.9 +110.9 -110.9 +102.0 -102.0 74.000 +133.3 1 -210.0 +133.3 -204.7 +133.3 -187.0 +133.3 -166.3 +133.31 -153.1 +132.5 -132.5 +120.9 -120.9 +110.9 -110.9 +102.0 -102.0 87.000 +133.3 -188.3 +133.3 -167.8 +133.3 -152.3 +133.3 -139.2 +133.3 -135.2 +128.7 -128.7 +120.9 -120.9 +110.9 -110.9 +102.0 -102.0 89.000 91.000 +133.3 -183.4 +133.3 -178.7 +133.3 1 -163.2 +133.3 -158.9 +133.3 -148.0 +133.3 , -144.0 +133.3 -135.3 +131.5 -131.5 +131.3, -131.3 +127.6 -127.6 +124.8 1 -124.8 +121.2. -121.2 +120.9 -120.9 +117.6 -117.6 +110.9 -110.9 +110.9 -110.9 +102.0 -102.0 +102.0 -102.0 93.000 95.000 97.000 +133.3 -174.2 +133.3 +133.3 -170.0 -165.9 +133.3 -154.9 +133.3 -151.0 +133.3 -147.3 +133.31 -140.2 +133.3 1 -136.6 +133.2 -133.2 +127.9 +124.6 -127.9 -124.6 +121.3 -121.3 +124.1 -124.1 +120.8 +117.6 -120.8 -117.6 +117.9 -117.9 +114.7 -114.7 +111.6 -111.6 +114.2 -114.2 +111.1 +108.1 -111.1 -108.1 +110.9 1 -110.9 +107.8 -107.8 +104.9 -104.9 +102.0 +102.0 +102.0 -102.0 -102.0 -102.0 COMPARATIVE ANALYSIS TABLE 7. FLANGED FRAME W/ 3/8" TEMPERED GLASS HEIGHT FTL-3536 & FTL-3766 WIDTH 26.000 30.000 34.000 38.375 40.000 43.000 45.000 47.000 49.000 53.125 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -181.8 +130.4 -166.0 60.000 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -181.8 +130.4 -166.0 +119.6 -152.2 +119.6 -152.2 +110.0 -140.0 +110.0 -140.0 74.000 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -181.8 +130.4 -166.0 +119.6 -152.2 +110.0 -140.0 87.000 89.000 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -209.0 +133.3 -203.2 +133.3 +133.3 191.1 -185.6 +133.3 -185.6 91.000 93.000 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -210.0 +133.3 -197.7 +133.3 -192.5 +133.3 +133.3 -180.5 -175.6 +133.3 -176.6 OA.31 !1:30 : :13•343• -t71 `sl +1.33.3 •1.55.4 •13i0.8i • • - • • • • • 4rw0.30 •127!1 -1161,6 41163.3 +130.4 -166.0 •F1 I0.4 -166.0 +119.6 -152.2 +119.6 -152.2 +110.0 -140.0 +110.0 -140.0 PR. REV'S "'Whin �vlth the Florida �tto �%a oar._4., +426.8 -161.3 • 41423.2 -156.8 +119.6 -152.2 +119.6 -152.2 +110.0 -140.0 +110.0 -140.0 95.000 +133.3 -210.0 +133.3 -207.2 +133.3 -187.5 +133.3 171.0 +130.3 -165.8 +123.6 -157.4 +119.8 -152.4 +116.3 -148.0 +110.0 -140.0 97.000 +133.3 -210.0 +133.3 -202.2 +133.3 -182.8 +130.9 166.6 +.12g.�-161.� +124244• -153.2• Rent By Osior Rend By F.K. Drew By: F.K. 4/10/07 4/15/73 ReNYau: A Urwe By MOVE ANCHORAGE TO SHEET 4, REVISE TABLE FORMAT & UPDATE DESIGN PRESSURES PER ASTM E 1300-02. we: • • • • 1070 TEC•NOLOGY0RIVE NOMOMIS, FL 3411759 ••• • P.O. BOX 1529 NOKOMIS, FL 34274 uir• Visibly Better +11f,6 -148.4 +113.1 -144.0 +110.0 -140.0 - • ' ,E•SIP.N PRESSURES, FLANGED FRAME • IIND-RISE ALUM. PICTURE WINDOW (NON -IMPACT, e«rn wet PW-820 NTS B Re 4246-7 A /yl e9 L. Clark. P.E. PE 939712 Structural 7 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• • • • OUTSIDE Rend By: aR 49" MAX. 43 3/4" MAX. DAYLIGHT OPENING INSIDE i 0 J VERTICAL SECTION Borblormr 2 INSIDE 11 OUTSIDE 91 3/4" MAX. DAYLIGHT OPENING Rentl By Dw: -a R.`stl ay. F.K. Orson By F.K. DNB 4/10/67 4/15/03 Rw46ie: A Checked By NO CHANCE THIS SHEET Bea: 97" MAX. HORIZONTAL SECTION CORNER CONSTRUCTION DETAIL •• ••• • • • • . •• • • • • • • • • • •• ••• •. • • • •• • ••• ••• •. • • 1070 TECHNOLOGY DRIVE NOI7MIS, FL 3475• •.• • P.O. SOX 1629 NOKOMIS, FL 34274 • Visibly Better • • SFCTTDISS & CORNER ASSEMBLY (FLANGED) 2.784" PRODUCT REV Vila) as sopPly1.l with th. Florida 0674 NMalepta•caow 042 y0, vpinda. D.te b Dade ?rodeo Coati* na • • • 1MD--RIS£ ALUM. PICTURE WINDOW (NON -IMPACT, astinnbedt PW.920 NTS Sheet 6 d 8 4246-7 Rev A 4z Rob6r(L. Clerk, P.E. PE 939712 Structural ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • h • • •• •• ••• • • 1 2.784 2.125 .093 NOM. THICKNESS INSIDE MOUNT EQUAL r, LEG FRAME MAT'L: 6063—T5 DWG #42388 2.625 2.784 .093 NOM. THICKNESS INSIDE MOUNT FLANGED li MAIL: 6063—T5 DWG #4239B ITEM 2 4 5 6 7 8 9 10 11 18 22 24 32 .870 L DWG # PGT. # DESCRIPTION 4238E 4239B 1155 1265-4 4248 4249 4250 1224 4247 .800--_l .050 NOM. 64238 64239 781 PQX 3/16 TEMPERED 1/4 TEMPERED 3/8 TEMPERED 3/16 GLAZING BEAD MAT'L: 6063—T5 DWG #4248 18 .601 .870 L. •• 712654K 64248 64249 64250 6TP247 64247 SILICONE .050 NOM. •• • • • • • FRAME, INSIDE MOUNT EQUAL LEG FRAME, INSIDE MOUNT FLANGED #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE-MOREHEAD SM5504 ACRYL-R NARROW JOINT SEALANT GLASS GLASS GLASS SETTING BLOCK - 5/32" X 3/8" X 2" LONG 3/16 MONOLITHIC GLAZING BEAD 1/4 MONOLITHIC GLAZING BEAD 3/8 MONOLITHIC GLAZING BEAD VINYL BULB WEATHERSTRIP (THICK) TRIM COVER DOW CORNING 899, 995 OR EQUIVALENT 11 3/8 GLAZIN(3O::8EAIt MATT V 606!--ieit • • DWG #4250 Roved By: NY: R .ae By: F.K. Om.. By F.K. 4/10/07 4/15/03 CMCMM By. NO CHANGE THIS SHEET Dale: • ••• • • • • • ••• • • ••• • • • • • • • • Vpi 1070 T • • •LOGY •RIVE NONOMI1A'! FL 31• O • P.O. BOX 1629 NOKOMIS, FL 34274 Visibly Better •• • • •• 1/4 GLAZING BEAD MAT'L: 6063—T5 DWG #4249 .050 NOM. .865 TRIM COVER MAT'L: 6063—T5 DWG #4247 PRODUCT PtIPRV a w" tp�lFluri40 o._„ a . neDB4L ob ytrsryw pelt ▪ met Contra 1.1•• W• t.1GTR1JSkONS B PARTS LIST Ter • • • 1MD-RIS'EALUM. PICTURE WINDOW (NON -IMPACT, BMW.. PW.820 NTS 8 Of rain 4246-7 A A L. Clark, P.E. PE 439712 Structural ••• • • • • ••• • • • It • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD ANCHOR, (SEE NOTE 2) APPROVED 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM FLANGED TO WOOD CONCRETE ANCHOR (SEE NOTE 1) APPROVED 1x WOOD BUCK - (SEE NOTE 3) A3.4 KSI MIN. A CONCRETE 1 7/8" MIN. E.D. MIN. 1/4" `MAX. SHIM T NOTE 1 1 7/8" MIN. E.D. FLANGED TO CONCRETE W/ WOOD BUCK CONCRETE ANCHOR (SEE NOTE 1) /A\ A 3.4 KSI MIN. A CONCRETE 1 7/8" MIN. E.D. •l j 1 7/8" MIN. E.D. FLANGED TO CONCRETE 1/4" [MAX. SHIM NOTE 1. re.aaeay: lia.ae Dy F.K. en ay D� F.K. ate: 4/10/07 are: 4/15/03 aawtero: A cne x.4er. UPDATE ANCHORAGE DETAILS AND NOTES Date: WOOD ANCHOR, (SEE NOTE 2) APPROVED 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 1 3/8" MIN. EQUAL LEG TO WOOD CONCRETE ANCHOR (SEE NOTE 1) /A\ APPROVED 1x WOOD BUCK (SEE NOTE 3) A 3.4 KSI MIN. A CONCRETE 1 7/8" MIN. E.D. 1/4" MAX. SHIM A\ NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4". MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 7/8". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 SCREWS OR 1/4" ELCO SS4 CRETE-FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR CONCRETE ANCHORAGE MAY BE USED. NOTE 1. A� 7/8" MIN. E.D. EQUAL LEG TO CONCRETE W/ WOOD BUCK CONCRETE ANCHOR (SEE NOTE 1) /A\ •• • • • • • • • • • n • 4 KSI•MI14 •4• ,1 .. CGNC4 •• :.•. • �} ,i • 1 7/8" MIN. E.D. 1/4" MAX. SHIM NOTE 1� A 1 7/8" MIN. E.D. • ••• EVUAL••LG To CQNcRETE • :�� • �� A�,ICHOA4GE • 1070 TEC*NOLOGYePIVE NO IS. FL 34:4 P.O. 90x 1529 NOKOM:S. FL 34274 7t0011C7 Kew+eo ObriYinp "iri VO-RIS'E ALUM. PICTURE WINDOW (NON -IMPACT, PW-820 NTS 8 a 8 4246-7 / obert L. Clark. P.E. PE #39712 Structural • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ,DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) -BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) American Metal Fabrications, Inc. dba AMF Building Products 1501 53`d Street Mangonia Park, Florida 33407 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eovieconomv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. • • DESCRIPTION: 0.063" (min.) Aluminum Storm/ Panels Shutter APPROVAL DOCUMENT: Drawing No. AMF002, titled " 0.063" Aluminum Storm Mittel' , sheets 1 though of 5, prepared by Building Drops, Inc., dated June 27, 2015, signed and sealed by Hermes E Norero, P.E.7 on June; . . . .. . . ... . . . . 02, 2016, bearing the Miami -Dade County Product Control Renewal stamp with the NotiN>Tt Occept4tiequember and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: nlarge aiid'Sinall'1Vlissile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,•city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per.TAS-2j17''I S- 202, and TAS-203, unless otherwise noted herein. • • • . . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been • • • • . . ..• .. .... . .... . . change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #15-1207.04 and consists of this page 1, evidence submitted pages E-1, E-2, E-3 & E-4 as Well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI-DADE COUNTY APPROVED itNOA No. J17-0118.081 Expiration Date: 04/18/2022, 2 %ZS Zc1 L'Approval Date: 02/23/201i7 Page 1 • American Metal Fabrications, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 95-0717.06 A. DRAWINGS 1. Drawing No. 96-47, Poma Corporation, .063" Aluminum Storm Panel Drawing, Sheet 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated 02/15/96, Revision No. 2, dated 03/25/96, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on: 1) Large Missile Impact Test, 2) Cyclic Wind .Pressure Test, 3) Uniform Static Air Pressure Test of 0.063" aluminum storm panels x 104" high, prepared by Construction Testing Corp., Report No. CTC-96-008, dated 02/16/96, signed and sealed by Christopher G. Tyson, P.E. C. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report, dated 11/27/95, for Aluminum Alloy 5052-H36 by Precision Coil Incorporated, with chemical composition and physical properties. 2. Tensile Test Reports from QC Metallurgical, Inc., QCMJob No. 6BM-410, dated February 16, 1996 for Aluminum sample. D. CALCULATIONS • ' • ' •• 1. Storm panel anchor calculations, pages 1 through 10 of 10, datel) 28/96„',,• prepared by Knezevich & Associates, signed and sealed by V.J.K.ncaevich,'P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99;QZ .01 A. DRAWINGS • 1. None. (Drawings originally in file • 95-0717.06.) • • • • • . . . .. . • . . • • . • .••. . . • .• . • .• • . • • • B. TESTS •• 1. None. (Tests originally in file 95-0717.06.) • • •. . .•. • • . '•• C. CALCULATIONS 1. None. (Calculations originally in file 95-0717.06.) D. MATERIAL CERTIFICATIONS 1. None. (Material certifications originally in file No. 95-0717.06.) E. OTHER 1. Letter issued by Al Purino stating that all documents are unchanged copies of 0.063 " Aluminum Storm Panel submittals, Acceptance No. 95-0717 06. e1my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 E - 1 A. DRAWINGS American Metal Fabrications, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-0417.06 A. DRAWINGS See NOA 99-0219.01 B. TESTS See NOA 99-0219.01 C. CALCULATIONS See NOA 99-0219.01 D. MATERIAL CERTIFICATIONS See NOA 99-0219.01 E. STATEMENTS See NOA 99-0219.01 F. OTHER See NOA 99-0219.01 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06-0706.17 ...". . •... . . • 1. Drawing No. 07-309, titled " 0. 063 " Aluminum Storm Panel ", shcetrs� j jhrougji.3 cr 5, prepared by Thornton Tomasetti, dated April 10, 2007, signed andsealed by J.W. • • • • Knezevich, P.E. B. TESTS •••• •. • . . • .• • • • • • •. . . . I. Test report on Uniform Static Air Pressure Test, Large Missile Impq�t..ast, and Cyclic Wind Pressure Test of 0. 063 " Aluminum Storm Panels Shutter, prepared Hurricane Test Laboratory, LLC, Report No. 0411-1011-05, dated:Fe'tijary 09, 2006, signed and sealed by Vinu J. Abraham, P.E. " • • • • • C. CALCULATIONS 1. 0.063" Aluminum Storm Panels Calculations, Sheets 1 through 45 of 45, by Thornton Tomasetti, dated April 09, 2007, signed and sealed by John W. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. >@1 eYmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 . • • • . . E - 2 American Metal Fabrications, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0419.01 A. DRAWINGS 1. Drawing No. 07-309, titled " 0.063 " Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Knezevich Associates Consulting Engineers, dated April 10, 2007, last revision #2 dated April 17, 2012, signed and sealed by V J. Knezevich, P.E. B. TESTS 1. Verification Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063"Aluminum Storm Panels Shutter, prepared by Blackwater Testing, Inc., Report No. AE-12-002, dated April 23, 2012, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. .... • . .... F. OTHERS ' ' I. Letter of Compliance to Florida Building Code, 2010 Edition, prepariariby Knezevich • Associates Consulting Engineers, dated April 18, 2012, signed and SeQk'd by V. J..• • • Knezevich, P.E. • • • • .••• 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 1241809.04 ..:. A. DRAWINGS 1. Drawing No. 12-167, titled " 0.063" Aluminum Storm Panel ", shl:ets l'throukhgaf 5, prepared by Knezevich Associates Consulting Engineers, dated ilk jy 10, 204. signed and sealed by V. J. Knezevich, P.E., on July 10, 2012. •• .. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 • • • • • E-3 American Metal Fabrications, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-1207.04 A. DRAWINGS 1. Drawing No. AMF002, titled " 0.063 " Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Building Drops, Inc., dated June 27, 2015, signed and sealed by Hermes F. Norero. P.E., on June 02, 2016. B. TESTS 1. None. C. CALCULATIONS 1. 0.063 " Aluminum Storm Panels Calculations, Sheets 1 through 23 of 23, , prepared by Building Drops, Inc., dated June 02, 2016, signed and sealed by Hermes F. Norero, P.E., on June 02, 2016. D. QUALITY ASSURANCE 1. By Miami -Dade County. Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. .... • . • .... • • • • ... • ... • • . . • .. . .... .. . . . . • ••••• . • .. .... . . . ..• ..• •••• • • . . • . • . . • . .. • ... . .. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. f'? )1 my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 • • • • • • E-4 GENERA NOTES 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A LANCE MISSILE IMPACT PROTECTIVE SHUTTER STSItM ANALYZED WTIH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOR) BY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION FOR THE HIGH VELOCITY HURRC NE ZONE (HVN2) OF THE 5TH EDITION FLORID BUILDING CODE. 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd - 1.13 WAS USED FOR WOOD SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGTNE DESIGN LOADS TO USE WHEN REFERENCING -THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-10 A OIRECTONNJTY OF Kd 0.85 STALL BE USED. 4. THESE PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND D0 NOT INCLUDE INFORMATION FOR SITE SPECIFIC APPLICATION OF THIS SHUTTER STS10.1. 5. THESE PRODUCT EVALUATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A LICENSED CONTRACTOR, PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AND ARE SURABLE TO BE APPUED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES TWAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HERON. CONTRACTOR SHALL VERIFY EXISTING STRUCTURE CAN WITHSTAND SUPERIMPOSED LOAD OF SHUTTER. 8. ANY MODIFICATIONS OR ADDTIIONS TO THESE PRODUCT EVALUATION DOCUMENTS WILL VOID THE PRODUCT EVALUATION DOCUMENTS 7. WHEN THE 5NE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS. A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A UCENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DENA-RON. SAID OJCUMENIS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONOHON TO THE BUILDING 05516AL GRANTING HIS/HER APPROVAL B) REQUIRE THAT A ONE TIME SITE SPECIFIC APPROVAL BE APPUEO FOR MD SECURED FROM THE 1,611.1I-0ADE COUNTY PRODUCT CONTROL SECTION. WHEN THE SITE CONDITIONING DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION TM' SHALL BE ACCLPILD BY THE BUILDING OFFICIAL 8. PRODUCT MARKINGS SHALL BE WRNN 12' OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHOULD BE PERMANENTLY I ARFT FD AS FOLLOWS. AMF BUILDING PRODUCTS WEST PINY BEACH, FLORIDA 1.10M1-0A0E COUNTY PRODUCT APPROVED 9. STORM PANELS SHALL BE .003' THICK. 3004-H34 ALUMINUM ALLOY WITH A MIN. Fy . 25.0 KSI 0R 5052-H32 ALMINUM ALLOY WITH A MIN. Fy.23.0 KSL 10. ALL EXTRUSIONS SHALL BE 8063-T8 ALUMINUM ALLOY, U.O,N. 11. ALL BOLTS AND WASHERS SOUL BE GALVANIZED OR STMNLESS STEEL WRIT A MINIMUM TENSILE STRENGTH OF 60 K.5.1 U.O.N. 12. TOP ANTI BOTTOM DETMLS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 13. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE, BEFORE COMMENCING WITH THE WORK. LABEL LOCATION69 I�1-/.67•- `69' 'Y/ 2' I.518' 1j16 1.87' 1.5' See NolaiD 1.518't 12.00' PANEL COVERAGE 15.37' O FULL ALUMINUM STORM PANEL LMEL LOG110N n 1.369' 1.87- 5a• No1a., 110 1.518' 1.518'i 6' PANEL COVERAGE - , 9.310' O HALF ALUMINUM STORM PANEL 2.251' -{/ R.25' 2.251' - r R25' 2.24' O, h" HEADER Heavy "h" Header HEAVY "h' HEADER "U" HEADER HEAVY "U" HEADER FrzW.'I"=1'O O k: T>•1'al• O. Sub. 3'•1'-0' O Sea. T•e I'U' O MATEIIAI IA AC S ALLOY WASHERED WING NUT O KEY HOLE WASHER 10 "FF"TRACK .37' .184' , .275' I� !W ism 66' WIDTH UNLIMITED 1- (PERPENDICULAR TO PANEL SPAN) • 111111111111 APPROVED HEADER ••• • • .• • •..P�•.•�___. •• • • • .T - IyfRLG'1l.• 'PRI/ED SILL • '11...11 • • • •• • • • • • • -• '• •• • • • • • • • • • • • • .093' TYP /4-20 MACHINE SCREW WITH 7/16' HEX HEAD 093' TYP ///��� 1/4-20 MACHINE / STUD • 6' I OR li O.C. 0 STUDPANGLESLZE S. HAL WIDTH UNLIMITED E(PERPENDICULAR TO PANEL SPAN) A� 1--- .12� 3• TYP MIN 5' MAX. 12 BUILD -0OUT ANGLE PANELS MAY BE MOUNTED HORIZONTALLY )7_9.1L8 08 tAscalin PSSOL)UCT REVISED OS complying with the 5:.ri;l Building Codn Meccas: ce No/5- 20 tree 17 AMERICAN METAL FABRICATORS, INC. 1501 5]•0 PL5.,4t 1 Pert, .07 (.1)7w 5,99 EAc (561)790 up GENERAL NOTES ro FX: (954)744-4736 REVISIONS CO CO DESCRIPTION I111 DWG #: AMF002 SHEET: 1 OF 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEDULE. BASED ON TYPE OF STRUCTURE. (TYP. TOP & BOTTOM.) Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR LUX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEDULE. BASED ON TYPE OF STRUCTURE. (TYP. TOP & BOTTOM.) CI CONNECTION TYPE REFERENCE ANCHOR SCHEIXAE FOR MAX SPACING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING .25' MAY. O WALL MOUNT SECTION EMBED. C4 CONNECTION TYPE REFERENCE ANCHCR SCHEDULE FOR MAX. SPACING C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 6051NO CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE. (TYP. TOP is BOTTOM.) C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EDGE DIST. V I EDGE qST. ® TRAP MOUNT SECTION C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEDULE. BASED EDGE ON TYPE OF STRUCTURE DIET. (TYP. TOP & BOTTOM.) EMBED. it- R EO.t EO. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE (TYP. TOP & BOTTOM ) C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EMBED. CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING © WALL MOUNT SECTION OPTIONAL LEG DIRECTION 4j DOSTING o H S, G8 GLAZING 368 41. .4" ••••••• • •• • • •• • • OOOOO • • • • • • •2 CONNEIMOY•TYP• • • • • • • •REFERENCE AlFHS SCHEDULE FUR kIAX. SPACING BUILD -OUT MOUNT SECTION • • • • • • • • • • • • ODI• • • • • • • • ©l ALI. BUILD OUT MOUNT SECTION • • • • • •• •• • •S.e•_t.� • • • • • • • • • • • • • • • • • • • AMERICAN METAL FABRICATORS, INC. Mann a Vark, FL 33G07 oral 1{17/s0-5799 FA%:I 611]9a OrzD 0.063" ALUMINUM STORM PANEL VERTICAL SECTIONS FX- (954)744-473B REVISIONS DESCRIPTION O 11i/1A �ve•eVt�le�•�"Ff�1 ''''''''''''''' = Z N AZ11 PROT)L)CY REVISED Ccatpiylnl With i . 9F 13ir Crrie Acrept:mao No 1 Eli :.:ns Data BY 1°7,4 LT:/ •/,NTNCt DWG #: AMF002 SHEET: 2 OF 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • 20OR0- ALUMINUM ALLOY ANGLE CLOSURE PIECE 1' X 2' X 0.125' LAN. TO 2'X 5' X 0.125' MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING DTP. 1/4' 2 MIN. FASTENERS 0 12' 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & O 6' 0.C. FOR DESIGN LOADS GREATER THAW 110 P.S.F. (SEE ANCHOR SOILED. FOR ARY ACCEPTABLE ANCHOR) O BUILD, OUT MOUNT CLOSURE SECTION ._;ffj\..,...._oasTiNc CONCRETE, HOLLOW BLOCK OR W000 FRAMING. TYP. 20 OR 1/4-20 STAINLESS STEEL. BOLT • WING - NUT 0 24' 0.C. (TYP.) 02OR10 O WALL MOUNT CLOSURE SECTION EXISTING WINDOW 20 GAGE STEEL BENT PLATE 0R 2' X 2' X I/O' 6063-T6 ALUM. ALLOY BENT PLATE 4' MAX • • • • • • • •• • • • •• • • • •• EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING TTP. 1/4' MAX. ♦• •• FASTENERS 0 12' O.C. FOR DESIGN LOADS LESS THAN 0R EQUAL TO 110 P.S.F. & o B' o.c. FOR DESIGN LOADS GREATER THAN 110 PSF. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) OPTIONAL LEG DIRECTION ALUMINUM ALLOY ANGLE CLOSURE PIECE: 1 X 2' X 0.125' MIN. TO 2' % 5' % 0.125' MAX. 'i O TRAP MOUNT CLOSURE SECTION Scale. M o r-3• • • 20 OR 1/4-20 STAINLESS STEEL BOLT & M7NG- NUT 0 24' O.C. (TYP.) OR 1/4-20 STAINLESS STEF7. BOLT • WING - NUT 0 24' O.C. (TYP.) • • a • • • • • • • O T:ZICAL CORNER COUSURE PLAN • • • • • • • • •• • • • •• • • • •• • • • • • •• • • • • • • • • • • • • • • • • EXISTING WINDOW OTYPICAL CORNER COUSURE PLAN Soalk EXISTING BAY WINDOW 20 GAGE STEEL BEM PLATE 0R 2' X 2' X I/O' 6063-T6 ALUM. ALLOY BENT PLATE 1114 4ANX. O TYPICAL CORNER COUSURE PLAN r, l.7-oJL$• og AMERICAN METAL FABRICATORS, INC. 150133rd Sued Mango. Park FT 33<03 PH: (361)]90,39 FAX.(351))902320 4- e T m z 0 P LL 0 0 014 a PRODUCT REVISE!) as complying 0,Ih the 1,:U"i::: BuRdip3 Co.!. Acc:T4:1!Ice No ,�T:Zo7 "�I EXITi t P; l T�;req'�Y'�Y L1/'77 Fly id t Lr �0 III I�fn 5• Z Y U_ V J Z DWG#: AMF002 SHEET: 3 OF 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ANCHOR SCHEDULE !ASTI-Mtn MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS PESIG IOA05 AND SPANS MIN. 2"EDGE DISTANCE MIN. 3" EDGE DISTANCE g (c-D" ANCHOR TYPE IOAO ('N) SPANS UP TO (SEE NOTE I) SPANSIR TO B'-8' (SEE NOTE 3) SPANS UP TO 10-0" (SEE NOTE I) SPANS UP TO 5'-0" (SEE NOTE I) SPANS UP TO 8'-8" (SEE NOTE I) SPANS UP TO 113.-0" (SEE NOTE Li ] MAX (SEE CONNECTION TYPE SEE NOTE 3) CONNECTION TYPE SEE NOTE 3) CONNECTION TYPE SEENOTE3 CONNECTION TYPE SFE NOTE 3) CONNECTION TYPE SEENOTE3 CONNECTION TYPE (SEE NOTES NOTE 1) C1 C2 Ci C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS CI C2 C3 C4 CS C C2 C3 C4 CS C1 C2 C3 C4 C5 CONCRETE 61 12 12 12 12 12 12 12 12 12 9 12 12 12 10 1 11 13 12 12 12 11 11 12 12 10 11 12 12 11 9 !iIMM1)113\1111111T\2\\)\) 0 _ /2 12 41 12 12 12 12 11 12 10 7 12 12 11 7 6 12 12 12 11 12 12 12 12 11 9 ±2 12 12 8 7 a3 11 12 12 12 11 12 Il 11 7 6 12 10 9 6 6 12 11 11 17 ]2 11 12 11 tl / 12 11 10 7 7 1/1'6DW TAINON W. 1-3/4' NUN. EMBEDMENT L]0 12 12 12 11 8 12 30 9 6 6 12 SD 9 6 6 12 12 12 13 9 12 11 10 / 7 13 11 10 7 7 (MN. 3,192 PSI COHORETE) 3DO 12 SO 9 6 6 17 10 9 6 f 12 10 9 6 6 11 11 10 7 7 lI it 10 1 7 11 31 10 7 7 * E..1111 .1'111 )))N 1> RE -9b s !s' 3' 10' b'd 1 75 75 4... 4 6., 12 12 12 11 12 12 12 11 12 8 11 Il 12 B 7 * • 1l\111\111\111111" A aS I': 43-- { a- 0, t;-pE +l S ... Sl' 12 12 12 12 12 11 12 12 8 7 12 9 5 6 1/4'66IC09.1£/6EMA2E"PANEL EM®E, [{� �S M�y®II>ii®ga13M 5 !iJ!'' a3i'3 ®®mm®®MUMMUMU / .6 ]M1E•W/1-3/4'MIN. EMBED.. 2/4-10 MACXIN36wFW W. NUT 120 w5'. x yE0yC.S Y•. 9V. 121212 9 7 12 8 7 4 6 17. 0 7 4 6 inn N.3,Owvt>x4[R vEIq 200 21- -yr 22 B 7 4 6 11 8 / 4 6 11 8 7 a 6 R1 11 12 13 12 12 13 l2 13 l2 B 7 12 12 11 12 12 12 12 12 12 9 12 12 12 9 8 1I�1111T11\91111111111)1115 11 12 12 11 12 12 12 12 12 9 7 6 12 12 12 12 12 12 1.2 12 9 8 12 11 10 6 7 03 12 12 11 12 10 12 11 10 6 6 5 12 12 12 12 12 12 11 30 6 7 32 9 8 5 6 1/6'6 Eke Woman WRN 1.3/4' MIN. EMBEDMENT 120 12 12 ]2 10 0 17 9 8 S 12 12 12 10 B 12 9 B 5 6 17 9 A 5 6 (Nw.332U IS! CONDIER) 300 12 9 5 '11 5 1) 9 9 9 8I 32 9 B 5 6 12 9 B 5 6 12 9 8 5 6 ,T 61 11 12 9 8 7 12 12 12 li 1 12 31 11 11 6 11 12 11 6 5 1f71-.-:(\Ill /1 11 1 12 12 6 8 H 411 12 12 11 12 12 6 5. 11 B 7 4 5 B3 12 12 11 17 5 7 S 4 4 12 12 13 12 6 8 11 72 8 7 4 5 10 6 6 4 4 1/4"41 POWERS 2AMAC WITH 1-9/4. MIN. EMBEDMENT 120 0 8 8 5 4 7 a 4 4 4 12 12 12 7 6 10 6 6 4 4 10 6 6 4 4 (MIN. PSI CONCRETE) 200 7 4 4 [ 3 7 4 4 4 4 10 6 6 4 4 10 6 6 4 4 10 6 6 4 4 II. _ �'pl 62 12 12 Sz Im2 12 12 12 la * EMmmm®m12 17 Q 11 Sz ®m 12 ®mm Um®mEIM 1/4- 0 ALL POINTS S0110 SET W. 63 I3 it 11 12 10 12 9 :1 12 13 12 31 1 10 1 7/3" MIN. EMBED. 8 V410 STAINLESS Dral MawINE SCREW 20 32 12 12 9 7 11 1 12 1E 12 9 30 1 l0 ( NFS,01041�9 EOXau-Isg3� 100 12 1 7 5 s 13 - 1 12 it • 6 7 10 7 HOLLOW CONC. BLOCK 4 4 q__,11,,, \\ \,\ID a T 3 72 7 7 7 7 , 4 4 7 7 7 4 4 - 1/4'6aW TAPCOX WITH 1 u43 MIN EMBEDMENT 310 4 4 4 1 G Mi' (CONFORMING TO ASTM C90) lOD ( - + • i>r• S,i' ? $ �s. aai '. *j1, 61 12 6 9 e 7 9 * ■ IlentlIOSSIN1111> 7l S 1 1 1 : : -/ 1/4•pE1COMM3 93 ®S �-EI M I®- -47:® 12 12 3 7 5 4 BB 3 MIN.EE•PANEL iF 4.10 IDACIO ESCRE .EMBED 4 1/CONFOR 120 9pE�� ® - 8 8 B 1 fi 3 3 LI /. TO ASIWIT-NUT l0 ASTM C901 ICO-F11M ; - 72 9,. N 111111: N �,1„1,1,1,1,\hllli,lb \ t 9011 , Y 93 a a e B ' -y, r3 63: f sea 6 `)T j 1). O ]/4"e Elea lemon DOnl EMBE414 120 1J, I5 X ,'_£ i¢ I?'d �� VV x EM:h WC If's r i',. 4 Y5 `ik �{!,+,Iy14. 1-" .)�;45 S. FOS i 1*3M- (89MN-6820 F51mar,r-FTE) zoo - ,„ _ �. 7, p+,,: . _.. ::6a tt xr,. c ylN +.. ** 62 17 12 17 12 6 7 7 7 5 3 6 6 5 9 3 12 12 12 12 9 11 11 11 8 5 9 9 8 5 4 ,7 T�{I _--._) 77 13 11 11 11 56 6 5 3 9 5 3 3 -0. 12 12 12 12 7 9 9 8 5 4 8 5 5 3 3 It l41 9 9 9 9 5 5 3 a 5 3 3 '- L.1 33 12 12 12 6 6 5 5 3 1 7 5 4 3 3 Ua"6PoW AS EAM4CWITN 4/4' MIN EMBEDMENT 6 6 6 3 3 5- •.120 a yi� 61 5 3 3 9 9 9 5 7 5 4 9 3 7 9 4 3 3 IMN_ 3,191E51 CONCRETE) 200 5 3 3 - .{-. 5 3 3 �3' 5 3 +_- _ _7 5 4 3 3/• 4 3 A 9 4 i 62 72 12 12 12 8 11 12 12 2 4 11 11 5 5 4 12 '2 12 12 10 2 12 10 . • 1 11 •S • * /7 17 17 12 17 6 10 10 9 5 4 9 6 6 4 3 12 1 12 12 9 2 1.R 14 6 1e 7 IP 1 4 1/C 0AIIPOINTSSOIID SET WITN 83 :2 12 12 12 6 9 6 6 4 3 9 5 5 3 3 12 12 1 0 . 4 6 T 6 5 i. 7Al"MIN. EMBED. 41/420STAINLESS )PEES MKNWE SCREW 210 11 11 1: 6 4 9 5 5 3 9 9 5 5 3 9 12 12 12 7 5 9 6 5 3 4 9 6 3 3 4 ICONTORMIX0 To 44.0E C MI 200 9 5 5 3 3 9 5 5 3 3 9 5 5 3 5 9 6 5 3 4 9 6 5 3 4 9 6 5 3 4 Pk01 U(: i Rr.N :WET: 01 rcD D ..nc wiel Ih Rand* 0.1- Accl, I;.-NI1i.Z-.o/1.$'08 1 �zz MIN 20 ANGH)R D AMETER • • • MAX. 1�2 ANCHOR SPACING • ••• • • • • • • • • :ALUMINUM ! • • • • -EXTRUSION • • • FASTENLRMAKIMIIMSPACING ANCHOR SCHEDULE - INCVFS1 REQUIRED FOR DARI0U5 DESIGN LOADS AND 5PAN5 DGST. SMUG ANCHOR TYPE LOAD (Y'7) P.S. F.M MAX )SEE NOTE 3) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5-0' (SE NOTFU SPANS UP TO (SEE NOTE I) SPANS UP TO 1D 0" (SEE NOTE CONNECTION so- NOIF3' TYPE CONNECTION Type 15 EE NOTE3) CONNECTION SEE NOTES TIME CI CO C3 C4 Cs Cl c1 C3 C4 CS C1 C2 C3 C4 CS WOOD 42 13 1l 11 :2 10 32 12 12 12 9 12 12 12 11 5 I1MM r-III1/4'0 MN 3•10NG IAO 5QLw WITH 73 1] 11 Il 12 112 l3 11 12 d 12 1112 10 4 M31.1/4•ENEEn. SHEAR MM..3'3 63 11 12 12 12 7 13 12 12 10 4 12 11 11 9 4 3MNH'3...3' TO 9000 COIN 120 t 2 13 2 6 t 1] 1.. 12 13 9 4 12 12 1l 0 4 ..) 133 13 12 12 9 a 12 17 12. 9 4 13 12 17 9 4 i * (1u(g 62 12 12 12 12 - 5 9 9 6 lye 2 7 T 4i.: WIC 6WOOD 111113.O6wITN WSS• 71 12 11 12 3 1 7 L; e 4 a T A011 14'. STUN SS 63 Il it 11 k E 4 ' 6 a 3 r MEI wsi NNE FB WEBER WANOIOR A0F0 330 8 8 8 0 6 a 3 6 1 'yT? }']_' {w400425.0.1 200 B 4 33 6 4 � e F . *. ffilltWat 62 12 12 .2 17 l0 11 .1 12 11 1 12 12 11 2 3 *H�T -IMUM 73 12 12 27 12 9 12 1_ 11 l 5 11 a 7 5 a 2/4'06.0501IE/1E 21'70110 83 12 11 ±2 12 B 11 8 7 5 4 10 2 6 A 1 MATV w/ 1.7/I• MN. ENNIO. 4 AM011NE S63EW WITH Ma 120 12 12 :1 7 5 lD 7 c a a 1D ] 6 4 a I/4w (MN. 9.6164.1 200 10 2 6 4 4 10 7 6 4 4 to 7 6 4 4 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WAIL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS POST -TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 9. WHERE LAG SCREWS, MALE AND FEMALE PANEL MATES FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN,) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILUPS PAN HEAD OR HEX HEAD. 10.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 11.JESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12.* DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE • SCREW. NUT OR WASHERED WINGNUT. 13.** THE MINIMUM EDGE DISTANCE FOR THE POWERS 7AMAC NAIL -IN EMBEDDED IN HOLLOW CONCRETE BLOCK IS 3-3/4". • 14.POWERS ZAMAC NAIL -IN AND ALL POINTS SOLID SET MASONRY ANCHOR MAY NOT BE USED IN CONCRETE SLABS OR CEILINGS. EXCEPTION: THESE ANCHORS MAY BE USED IN CONCRETE SLABS ON GRADE. SCACING PER SPACING PER NOCie SCHEDULE ANCHOR SCHEDULE ANCHOR FROM SCHED.,TYP. •• ••• • PRODUCT 1. i'\'I Sr f3 :4. c1N0K3lylFT : r.;ah 111e :'icd,:,: MeilOiNB C0I..3: 14.36p1 : Date 0 g 7I4 • 0 AMERICAN METAL FABRICATORS, INC. nul. 53ra Sr«t Mn.914 Park 1133407 FN:1561)790.5793 1 wt:(5f1179o131u L„. 0.063" ALUMINUM STORM PANEL ANCHOR SCHEDULE ?H: (954) 399-8478 REVISIONS no H 0 DESCRIPTION * PRO ''//1P In [st^< = 1 N Z IN m Z AS 11 0 DWG#: AMF002 SHEET: 4 OF 5 • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • T A B L E 2 - MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD . K(PSFt MAXIMUM STORM PANEL SPAN(Fr-IN) MINIMUM SEP. TFOR ALL (LESS TF ,W 30S ABOVE GRADE (INCHES) MINIMUM SEP. FORF}LL G FA FR FAN 30' ABOVE GRADE (INCHES) 30.00 5'-0" 3" 1" 30.00 7'-0" 3" 1-1/4" 30.00 9'-0" 3" 1-12" 30.00 10.-0" 3" .1.7/8:- . r50.00- '-5'-C" - . 3° - .-1=1/8"--,- 50.00 T-0° 3° 1-3/8" 50.00 9'-0" 3" 1-7/8" 50.00 10'-0" .. . __ 3" 2-3/8" __ re-70.00-- -5'-01.--- -'-31-- 0.1.1/B5-oe 70.00 7'-0" 3" 1.1/2" 70.00 9'-0" 3" 2-1/4" 70.00 10'-0" 3" 3' 90.00 5'-0" 3" 1-1/8" 90.00 6'-0" 3" 1-3/8" 90.00 7'-0" 3" 1-1/2" 120.00 5'-0" 3" 1-1)4' 120.00 5'-6" 3' 1-1/4" TABLE 1 NOTES- 1. TABLE 1 IS APPLICABLE FOR BCTH POSITIVE AND NEGATIVE LOADS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD. LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TAB! E 2 NOTES: 1. USE REQUIRED POSITIVE DESIGN LOAD TO DETERMINE MINIMUM STORM SHUTTER SEPARATION FROM GLASS. •• • • • • • • • • •• • • • • • • • • • •• • • • •• 0 • • •• • • • • • • • • • • • • • • • • • • • • • ••• ••• • •• • • • • •• •• • • •• •• • ••• • • • • • • • • • • T STORM PANEL MAXIMUM SPAN SCHEDULE E DESIGN LOAD W (P.S.F.) ALL MOUNTING CONDITIONS L MAX. (FT -IN) 73.00`- - 8'-E 8D.00 8'-0" 85.00 7'-5" 90.00 95.0D 100.00 6'-4• 105.00 11000 115.00 120.00 5'-0" 125.00 130.00 5'-0" 135.00 140.00 5'-0' 145.00 5D' 150.00 8-0" 180.00 4'-9" 170.00 4'-5" 180,00 4,-2" 190.00 4,-0` 200.00 3'-B" .h n 1 .; LZ0U_8. og {{m7': /L ^J�ikp siir: ll: PRODUCT REVISED us tomplying with 1i3~. FN>ids Building Cock Aceep alocs NoJS ZG Etrpim'•01ioo DetreA/,- ' AMERICAN METAL FABRICATORS, INC. 1501.1, Strwl Yawn.. P. R3140) R1156:1>90 9,99 f.x04.3)69ni4m 0.063" ALUMINUM STORM PANEL STORM PANEL SPAN SCHEDULE REVISIONS F DESCRIPTION (Vs Z - o' O ea V J v Z 03 DWG #: AMF002 SHEET: 5 OF 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • •